HomeMy WebLinkAboutSE2.20SECURITY - LEVEL 2
19_0123_Renovation of Olin Hall for CBE-Phase 1_ConformedDrawings_IFC.pdf
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 20758.00 11/30/2018 DRAWING LIST 14 - MECHANICAL M0.10HVAC -
NOTES & ABBREVIATIONS M0.20HVAC - LEGEND M1.00HVAC - LEVEL 0 DEMO M1.20HVAC - LEVEL 2 DEMO M1.30HVAC - LEVEL 3 DEMO M2.00HVAC - LEVEL 0 M2.10HVAC - LEVEL 1 M2.20HVAC - LEVEL 2 M2.30HVAC
- LEVEL 3 M2.40HVAC - LEVEL 4 M3.10HVAC - SECTIONS M5.10HVAC - DETAILS M5.20HVAC - DETAILS M5.30HVAC - DETAILS M5.40HVAC - DETAILS M5.50HVAC - DETAILS M6.10HVAC - SCHEDULES M6.20HVAC
- SCHEDULES M6.30HVAC - SCHEDULES M7.10HVAC - AIR RISER DIAGRAM M7.20HVAC - HYDRONIC / STEAM RISER DIAGRAM M8.10HVAC - CONTROLS M8.20HVAC - CONTROLS M8.30HVAC - CONTROLS M8.40HVAC -
CONTROLS M8.50HVAC - CONTROLS M8.60HVAC - CONTROLS M8.70HVAC - CONTROLS M8.80HVAC - CONTROLS 15 - ELECTRICAL E0.01ELECTRICAL LEGEND & GENERAL NOTES E0.02ELECTRICAL GENERAL SCHEDULES
E0.03ELECTRICAL LAB EQUIPMENT SCHEDULES E0.04ELECTRICAL PANELBOARD SCHEDULES - SHEET 1 E0.05ELECTRICAL PANELBOARD SCHEDULES - SHEET 2 E1.00LEVEL 0 - PHASE 1 ELECTRICAL DEMO PLAN E1.10LEVEL
1 - PHASE 1 ELECTRICAL DEMO PLAN E1.20LEVEL 2 - PHASE 1 ELECTRICAL DEMO PLAN E1.30LEVEL 3 - PHASE 1 ELECTRICAL DEMO PLAN E1.40LEVEL 4 - PHASE 1 ELECTRICAL DEMO PLAN E2.10LEVEL 0 - ELECTRICAL
LIGHTING PLAN E2.20LEVEL 2 - ELECTRICAL LIGHTING PLAN E2.30LEVEL 3 - ELECTRICAL LIGHTING PLAN E3.00LEVEL 0 - ELECTRICAL POWER PLAN E3.10LEVEL 1 - ELECTRICAL POWER PLAN E3.20LEVEL 2
- ELECTRICAL POWER PLAN E3.30LEVEL 3 - ELECTRICAL POWER PLAN E4.00ELECTRICAL PART PLANS - SHEET 1 E4.01ELECTRICAL PART PLANS - SHEET 2 E5.00ELECTRICAL NORMAL POWER RISER DIAGRAMS E5.01ELECTRICAL
EMERGENCY POWER RISER DIAGRAMS E6.00ELECTRICAL DETAILS E7.00LIGHTING FIXTURE SCHEDULES & CONTROLS 17 - FIRE ALARM FA0.01FIRE ALARM - SYMBOLS & ABBREVIATIONS FA0.02FIRE ALARM - NOTES
& DESIGN CRITERIA FA1.00FIRE ALARM - LEVEL 0 DEMO FA1.10FIRE ALARM - LEVEL 1 DEMO FA1.20FIRE ALARM - LEVEL 2 DEMO FA1.30FIRE ALARM - LEVEL 3 DEMO FA2.00FIRE ALARM - LEVEL 0 FA2.10FIRE
ALARM - LEVEL 1 FA2.20FIRE ALARM - LEVEL 2 FA2.30FIRE ALARM - LEVEL 3 FA6.01FIRE ALARM - DETAILS 18 - SECURITY SE0.01SECURITY - LEGEND SE2.00SECURITY - LEVEL 0 SE2.10SECURITY - LEVEL
1 SE2.20SECURITY - LEVEL 2 SE2.30SECURITY - LEVEL 3 19 - TELECOMMUNICATIONS TC0.01TELECOM - LEGEND TC1.01TELECOM - LEVEL 1 DEMO PLAN TC1.02TELECOM - LEVEL 2 DEMO PLAN TC1.03TELECOM
- LEVEL 3 DEMO PLAN TC1.04TELECOM - LEVEL 4 DEMO PLAN TC2.00TELECOM - LEVEL 0 TC2.10TELECOM - LEVEL 1 TC2.20TELECOM - LEVEL 2 TC2.30TELECOM - LEVEL 3 TC2.40TELECOM - LEVEL 4 TC4.00TELECOM
- IDF LAYOUT & PART PLAN TC4.01TELECOM - RISER DIAGRAM & DETAILS DRAWING LIST 01 - GENERAL G0.00DRAWING INDEX & LOCATION PLAN G0.01GENERAL NOTES, ABBREVIATIONS, & GRAPHIC STANDARDS
G0.02INTERIOR VIEWS FOR REFERENCE G1.11BASIS OF DESIGN - OCCUPIED AREAS DURING CONSTRUCTION G1.20CODE SUMMARY G1.21CODE PLANS G2.00MOUNTING HEIGHT SCHEDULE 02 - CIVIL C1.01SITE CIVIL
DRAWINGS C1.02SITE CIVIL DRAWINGS 03 - ABATEMENT AR1.00LEVEL 0 - ASBESTOS ABATEMENT AR1.04LEVEL 4 - ASBESTOS ABATEMENT 04 - ARCHITECTURAL A1.00LEVEL 0 - PHASE 1 DEMO A1.10LEVEL 1 -
PHASE 1 DEMO A1.20LEVEL 2 - PHASE 1 DEMO A1.30LEVEL 3 - PHASE 1 DEMO A1.40LEVEL 4 - PHASE 1 DEMO A2.00LEVEL 0 - OVERALL PLAN A2.10LEVEL 1 - OVERALL PLAN A2.20LEVEL 2 - OVERALL PLAN
A2.30LEVEL 3 - OVERALL PLAN A2.40LEVEL 4 - OVERALL PLAN A4.00LEVEL 0 - ENLARGED PLAN A4.10LEVEL 1 - ENLARGED PLAN A4.20LEVEL 2 - ENLARGED PLAN A4.30LEVEL 3 - ENLARGED PLAN A4.40LEVEL
4 - ENLARGED PLAN A5.20INTERIOR ELEVATIONS - LEVEL 2 A5.21INTERIOR ELEVATIONS - LEVEL 2 A5.22INTERIOR ELEVATIONS - LEVEL 2 A5.23INTERIOR ELEVATIONS - LEVEL 2 A5.24INTERIOR ELEVATIONS
- LEVEL 2 A5.30INTERIOR ELEVATIONS - LEVEL 3 A5.31INTERIOR ELEVATIONS - LEVEL 3 A5.32INTERIOR ELEVATIONS - LEVEL 3 A5.33INTERIOR ELEVATIONS - LEVEL 3 A6.20LEVEL 2 - CEILING PLAN A6.30LEVEL
3 - CEILING PLAN A8.00EXTERIOR DETAILS A8.20EXTERIOR ROOF DETAILS A9.00PARTITION TYPES A9.01PARTITION DETAILS A9.02FLOOR TRANSITION AND BASE DETAILS A9.10DOOR SCHEDULE A9.11INTERIOR
DETAILS A9.20LAB CASEWORK DETAILS A9.21LAB CASEWORK DETAILS A9.22LAB CASEWORK DETAILS A9.40EQUIPMENT LIST 10 - STRUCTURAL S0.00GENERAL NOTES S0.10CONCRETE TYPICAL DETAILS S0.20STEEL
TYPICAL DETAILS S1.01AREAWAY PART PLANS S1.02THIRD AND FOURTH LEVEL PART PLANS S4.00DUNNAGE ELEVATIONS AND SECTIONS S6.00SECTIONS AND DETAILS S6.01SECTIONS AND DETAILS 12 - FIRE PROTECTION
FP0.01FIRE PROTECTION - SYMBOLS & ABBREVIATIONS FP0.02FIRE PROTECTION - NOTES & DESIGN CRITERIA FP1.00FIRE PROTECTION - LEVEL 0 DEMO FP1.10FIRE PROTECTION - LEVEL 1 DEMO FP1.20FIRE
PROTECTION - LEVEL 2 DEMO FP1.30FIRE PROTECTION - LEVEL 3 DEMO FP2.00FIRE PROTECTION - LEVEL 0 FP2.10FIRE PROTECTION - LEVEL 1 FP2.20FIRE PROTECTION - LEVEL 2 FP2.30FIRE PROTECTION
- LEVEL 3 FP6.01FIRE PROTECTION - DETAILS FP7.01FIRE PROTECTION - RISER 13 - PLUMBING P0.01PLUMBING LEGEND & GENERAL NOTES P0.02PLUMBING LEGEND P0.03PLUMBING LEGEND P1.00PLUMBING -
LEVEL 0 DEMO P1.10PLUMBING - LEVEL 1 DEMO P1.20PLUMBING - LEVEL 2 DEMO P1.30PLUMBING - LEVEL 3 DEMO P2.00PLUMBING - LEVEL 0 P2.00UPLUMBING - UNDERGROUND P2.10PLUMBING - LEVEL 1 P2.20PLUMBING
- LEVEL 2 P2.30PLUMBING - LEVEL 3 P2.40PLUMBING - LEVEL 4 P4.10PLUMBING - POTABLE RISER DIAGRAM P4.11PLUMBING - LAB HOT WATER RISER DIAGRAM P4.20PLUMBING - PURE WATER GENERATION DIAGRAM
P4.21PLUMBING - PURE WATER RISER DIAGRAM P4.30PLUMBING - NITROGEN & COMPRESSED AIR GENERATION DIAGRAM P4.31PLUMBING - COMPRESSED DRY AIR RISER DIAGRAM P4.40PLUMBING - VACUUM RISER DIAGRAM
P4.50PLUMBING - NITROGEN RISER DIAGRAM P4.60PLUMBING - LAB WASTE & VENT RISER DIAGRAM P5.01PLUMBING DETAILS P5.02PLUMBING DETAILS P5.03PLUMBING DETAILS P5.04PLUMBING DETAILS P7.01PLUMBING
SCHEDULES OLIN HALL CARPENTER HALL DUFFIELD HALL PHILLIPS HALL CAMPUS ROAD HOLLISTER HALLTHURSTON HALL BARD HALL KIMBALL HALL SNEE HALL UPSON HALL JOHNSON GRADUATE SCHOOL OF MANAGEMENT
ANABEL TAYLOR HALL LOCATION PLAN (N.T.S.) 111/30/18ISSUED FOR CONSTRUCTION SCALE: -------C# --DRAWING SUBTITLE DRAWING TITLE TOP OF SLAB ELEV = 100'-0" ---C# -TOP OF SLAB ELEV = 100'-0"
---AP LINE TYPES SYMBOLSREFLECTED CEILING PLANS DOOR TYPES MATERIAL INDICATIONS WALL INDICATIONS GENERAL NOTES ABBREVIATIONS OVERHEAD (OVER COUNTER AND SOFFITS) REFERENCE (COLUMN LINES
AND MATCH LINES) BELOW AND BEYOND (UNDERCOUNTER AND FOOTINGS) BREAK LINE LIMIT OF WORK LINE SHEET NUMBER SECTION IDENTIFICATION & L @ C ф # ACT AD AFF AHU ALUM ALT AV BOT BOS CG CJ
CL CLG CMU CO COL CONC CONT CPT CT CUH DF DIA DN DWG E EIFS EJ EMER SHR EP EQ EQUIP EWC EWS EXIST F/F FACP FCO FCU FD FDC FDV FEC FE FF FH FHC FHR FOC FOF FTR G GFCI GFRC GFRG GYP BD
HB HPT HR HVAC HW ID IF IG INT L LAB LPT MAX MECH MH MIN MO N NIC OA OC OD OF OF/CI OFD OPH O QT R RCP RD REF RO RWL S SHR SHRD SIM SST STC T TD TOC TOS TOW TYP UL UON VAC VCT VIF W
WH AND ANGLE AT CENTERLINE DIAMETER POUND ACOUSTICAL CEILING TILE AREA DRAIN ABOVE FINISHED FLOOR AIR HANDLING UNIT ALUMINUM ALTERNATE AUDIOVISUAL BOTTOM BOTTOM OF STEEL CORNER GUARD
CONTROL JOINT CENTERLINE CEILING CONCRETE MASONRY UNIT CASED OPENING COLUMN CONCRETE CONTINUOUS CARPET CERAMIC TILE CABINET UNIT HEATER DRINKING FOUNTAIN DIAMETER DOWN DRAWING EAST
EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT EMERGENCY SHOWER ELECTRICAL PANEL EQUAL EQUIPMENT ELECTRIC WATER COOLER EYE WASH STATION EXISTING FACE TO FACE FIRE ALARM CONTROL
PANEL FLOOR CLEANOUT FAN COIL UNIT FLOOR DRAIN FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT VALVE FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER FINISH FACE FIRE HYDRANT FIRE HOSE CABINET
FIRE HOSE RACK FACE OF CONCRETE FACE OF FINISH FINNED TUBE RADIATION GAS GROUND FAULT CIRCUIT INTERRUPTER GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GYPSUM BOARD
HOSE BIBB HIGH POINT HOUR HEATING, VENTILATION, AIR CONDITIONING HOT WATER INSIDE DIAMETER INSIDE FACE INSULATED GLASS INTERIOR LEFT LABORATORY LOW POINT MAXIMUM MECHANICAL MANHOLE
MINIMUM MASONRY OPENING NORTH NOT IN CONTRACT OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OWNER FURNISHED/CONTRACTOR INSTALLED OVERFLOW DRAIN OPPOSITE HAND OXYGEN QUARRY TILE RISER
REFLECTED CEILING PLAN ROOF DRAIN REFRIGERATOR ROUGH OPENING RAIN WATER LEADER SOUTH SHOWER SHOWER DRAIN SIMILAR STAINLESS STEEL SOUND TRANSMISSION CLASS TREAD TRENCH DRAIN TOP OF CONCRETE
SLAB TOP OF STEEL TOP OF WALL TYPICAL UNDERWRITERS LABORATORIES UNLESS OTHERWISE NOTED VACUUM VINYL COMPOSITION TILE VERIFY IN FIELD WEST WALL HYDRANT L DOCUMENT REVISION DETAIL WALL
SECTION PLAN DETAIL DATUM POINT ELEVATION MARKER PAINT COLOR DESIGNATION PARTITION TYPE SYMBOL COLUMN LINE SHEET NUMBER SECTION IDENTIFICATION BRICK STONE PRECAST CONCRETE CAST-IN-PLACE
CONCRETE CONCRETE MASONRY UNITS TERRA COTTA UNDISTURBED EARTH DRAINAGE FILL COMPACTED FILL STEEL ALL OTHER METALS PLYWOOD HARDWOOD CUT IN SECTION FINISH WOOD FACE SEEN IN ELEVATION
CONTINUOUS WOOD BLOCKING/FRAMING NON-CONTINUOUS WOOD BLOCKING/FRAMING RIGID INSULATION BATT INSULATION SPRAYED FIRE-RESISTIVE MATERIAL GYPSUM BOARD FLOOR TILE ACOUSTICAL CEILING TILE
EXTERIOR INSULATION AND FINISH SYSTEM WATERPROOFING SPRINKLER HEAD -CONCEALED SPRINKLER HEAD -TYPICAL 2 HOUR FIRE RATING 1 HOUR FIRE RATING SUPPLY DIFFUSER RETURN OR EXHAUST DIFFUSER
FLUORESCENT LIGHT FIXTURE -RECESSED INCANDESCENT LIGHT FIXTURE -RECESSED INCANDESCENT LIGHT FIXTURE -WALL MOUNTED FLUORESCENT LIGHT FIXTURE -SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
-LIGHT STRIP SUSPENDED CEILING GRID FLUORESCENT LIGHT FIXTURE -PENDANT GLASS TYPICAL NEW CONSTRUCTION TYPICAL WINDOW WINDOW WALL RECESSED ITEM EXISTING TO REMAIN EXISTING TO BE REMOVED
ACOUSTIC TILE OR PANEL ACCESS PANEL TYPICAL DOOR UNEQUAL LEAF PAIR EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED EQUIPMENT NUMBER PLASTIC LAMINATE TITLE DOOR NUMBER DOOR SYMBOL
EQUIPMENT NUMBER SHEET NUMBER SECTION IDENTIFICATION TERRAZZO 1. 2. 3. DIMENSIONS TO LOCATE PARTITIONS ARE GIVEN TYPICALLY TO THE FINISHED FACE. PARTITIONS THAT GRAPHICALLY CENTER
ON A GRID OR WINDOW MULLION ARE TO BE CENTERED AS SHOWN UNLESS OTHERWISE NOTED. NEW PARTITIONS AND SURFACES THAT ARE SHOWN TO ALIGN WITH EXISTING SURFACES ARE TO BE ALIGNED AND FINISHED
SMOOTH AND FLUSH. CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE REQUIRED TO CARRY OUT
WORK ADJACENT TO, BUT OUTSIDE INDICATED LIMITS. COORDINATE THE SIZE AND LOCATION OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS WITH EQUIPMENT PROVIDED. ROOFING AIR BARRIER --A B C
D ELEVATION IDENTIFICATION INTERIOR ELEVATION SHEET NUMBER SMOKE PARTITION OCCUPANCY SENSOR -WALL MOUNTED EMERGENCY LIGHT -WALL MOUNTED FIRE ALARM -AUDIO / VISUAL -WALL MOUNTED FIRE
ALARM -VISUAL -WALL MOUNTED E OS F F EXISTING SUSPENDED CEILING TO BE REMOVED EXISTING ITEMS TO BE REMOVED FBWC -### ROOM IDENTIFICATION ROOM IDENTIFICATION FLOOR FINISH KEY BASE FINISH
KEY WALL FINISH KEY CEILING FINISH KEY ROOM NUMBER ROOM NAME Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
12" = 1'-0" 20758.00 11/30/2018 111/30/18ISSUED FOR CONSTRUCTION Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
20758.00 11/30/2018 2ND FLOOR LAB ENTRANCE 3RD FLOOR LAB SPACE 2ND FLOOR EAST WRITE UP SPACE 111/30/18ISSUED FOR CONSTRUCTION LEGEND AND NOTES INDICATES AREAS OF THE PROJECT THAT REMAIN
OCCUPIED DURING CONSTRUCTION. ALL CONSTRUCTION ACTIVITIES TO BE COORDINATED WITH THE CONTINUED OCCUPATION AND ACCESS TO THESE SPACES. MAINTAIN EXISTING EGRESS NOTES: 1. SWING SPACE
AREAS TO BE COMPLETED & OCCUPIED BEFORE WORK BEGINS ON LEVELS 2 & 3 MATERIAL REMOVAL AND DEBRIS REMOVABLE PATH WORK AREA ACCESSIBLE WORK AREA WORK AREA (SWING SPACE) (SWING SPACE) EXISTING
LOADING DOCK 30' x 50' CRANE LOCATION FOR ROOF TOP WORK TRACTOR TRAILER ACCESS FENCED STORAGE FOR DUMPSTERS. OVERHEAD DOOR TO REMAIN ACCESSIBLE FENCING FOR AREAWAY EXCAVATION SIDEWALK
CLOSURE FOR AREAWAY WORK. BARRICADES AND SIGNAGE SIDEWALK CLOSURE FOR AREAWAY WORK. BARRICADES AND SIGNAGE WORK AREA WORK AREA WORK AREA (SWING SPACE) WORK AREA Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell,
NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 SCALE : 1/32" = 1'-0" 1 LEVEL 0 - Occupied Area
SCALE : 1/32" = 1'-0" 2 LEVEL 1 - Occupied Area SCALE : 1/32" = 1'-0" 3 LEVEL 2 - Occupied Area SCALE : 1/32" = 1'-0" 4 LEVEL 3 - Occupied Area SCALE : 1/32" = 1'-0" 5 LEVEL 4 - Occupied
Area 111/30/18ISSUED FOR CONSTRUCTION Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston,
MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 20758.00 11/30/2018 111/30/18ISSUED
FOR CONSTRUCTION OCCUPANCY AND USE NOTES USEFLOOR AREA PER OCCUPANT (SF / OCC) LABORATORY100 1-HOUR FIRE RATING 2-HOUR FIRE RATING EGRESS PATH LEGEND LEVEL 2 ALTERATIONS WORK AREA
WORK AREA EXISTING ACCESSIBLE ENTRY EXISTING UNISEX ACCESSIBLE RESTROOM ACCESSIBLE DRINKING FOUNTAIN (NEW) EXISTING ACCESSIBLE PASSENGER ELEVATOR LEVEL 2 ALTERATIONS LECTURE HALL EXIT
1 36" DOOR / 0.15 = 240 42" STAIR / 0.2 = 210 EXIT CAPACITY = 210 LECTURE HALL EXIT 2 36" DOOR / 0.15 = 240 42" STAIR / 0.2 = 210 EXIT CAPACITY = 210 EXIT 1 65" DOOR / 0.15 = 433 65"
STAIR / 0.2 = 325 EXIT CAPACITY = 325 EXIT 2 60" DOOR / 0.15 = 400 197" STAIR / 0.2 = 985 EXIT CAPACITY = 400 EXIT 4 40" DOOR / 0.15 = 266 EXIT CAPACITY = 266 EXIT 3 65" DOOR / 0.15
= 433 96" STAIR / 0.2 = 480 EXIT CAPACITY = 433 EXIT 5 44" DOOR / 0.15 = 280 62" STAIR / 0.2 = 310 EXIT CAPACITY = 280 TOTAL EXIT CAPACITY = 2,124 106' TRAVEL DISTANCE LAB 4,345 SF
44 OCC @ 100 SF/OCC 116' TRAVEL DISTANCE WORK AREA 15 15 14 NEW ACCESSIBLE UNISEX RESTROOM LEVEL 2 ALTERATIONS ACCESSIBLE DRINKING FOUNTAIN (NEW) EXISTING WOMEN'S ACCESSIBLE RESTROOM
FUTURE CONTROL ZONE STAIR 1 66" STAIR / 0.2 = 330 56" DOOR / 0.15 = 373 EXIT CAPACITY = 330 STAIR 2 66" STAIR / 0.2 = 330 56" DOOR / 0.15 = 373 EXIT CAPACITY = 330 STAIR 3 44" STAIR
/ 0.2 = 220 40" DOOR / 0.15 = 266 EXIT CAPACITY = 220 TOTAL EXIT CAPACITY = 880 WORK AREA LAB 3,386 SF 34 OCC @ 100 SF/OCC 80' TRAVEL DISTANCE 78' TRAVEL DISTANCE 9 1312 LEVEL 2 ALTERATIONS
ACCESSIBLE DRINKING FOUNTAIN (NEW) EXISTING UNISEX ACCESSIBLE RESTROOM CONTROL ZONE STAIR 1 46" STAIR / 0.2 = 230 56" DOOR / 0.15 = 373 EXIT CAPACITY = 230 STAIR 2 44" STAIR / 0.2 =
220 56" DOOR / 0.15 = 373 EXIT CAPACITY = 220 STAIR 3 44" STAIR / 0.2 = 220 46" DOOR / 0.15 = 266 EXIT CAPACITY = 220 TOTAL EXIT CAPACITY = 670 Payette Associates Architects, P.C. 290
Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building
1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760
Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 SCALE : 1" = 20'-0" 1 LEVEL 0 - CODE PLAN SCALE : 1" = 20'-0"
2 LEVEL 1 - CODE PLAN SCALE : 1" = 20'-0" 3 LEVEL 2 - CODE PLAN SCALE : 1" = 20'-0" 4 LEVEL 3 - CODE PLAN 111/30/18ISSUED FOR CONSTRUCTION 10"4' - 0" 1'-6" MIRROR ACCESSIBLE LAVORATORY
ACCESSIBLE TOILET AND ACCESSORIES GRAB BAR TOILET PAPER DISPENSER GRAB BAR ACCESSIBLE TOILET AND ACCESSORIES (BEHIND TOILET) SOAP DISPENSER PAPER TOWEL DISPENSER L C L C FIRE EXTINGUISHER
CABINETFIRE ALARM PULL STATION FIRE ALARM AUDIO/VISUAL ALARM 6" MIN. 7' - 2" 3' - 10" 4' - 0" CEILING L C L C LIGHT SWITCHHIGH ELECTRICAL OUTLET OR RACEWAY (EQUIPMENT AND SUPPORT ROOM)
DATA OUTLETCARD READER WALL PHONE 3' - 10" 1' - 6" 3' - 10" 3' - 10" L C 1' - 6" THERMOSTAT 3' - 10" MOP AND BROOM HOLDER WALL MOUNTED EXIT SIGN 6' - 0" LAB COAT HOOKS 6" 1' - 6" 4'
- 0" SANITARY NAPKIN DISPOSAL 2' - 11" 2' - 0" 1' - 5"1' - 9" 1' - 2" PLUMBING ACCESS PANEL TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL TOILET PAPER DISPENSER ELECTRICAL OUTLET
5' - 0" ALARM CONNECTION 5' - 0" TELEPHONE 1' - 6" DATA OUTLET ELECTRICAL OUTLET 3' - 5" MOVABLE BENCH AT WALL 3' - 1" TELEPHONE OUTLET TURRETS AT NONBACKSPLASH LOCATIONS DATA OUTLET
ELECTRICAL OUTLET 3' - 8" ADA COUNTER / BENCH 2' - 10" LED TASK SWITCH TELEPHONE OUTLET TURRETS AT NONRACEWAY LOCATIONS RACEWAY (@ TOP OF BACKSPLASH, TYP.) 7' - 4" LED SHELVING RECEPTACLE
8' - 0" CO2 SERVICE AT INCUBATORS 1' - 6" SERVICE AT BIOSAFETY CABINETS EXIT 4" EQEQ 7' - 0" 4' - 7" WALL SHELVING ABOVE COUNTER OR / TABLE 6'-0" @ WIREMOLD 7' - 4" PURE WATER TAP 8'
- 0" EMERGENCY SHOWER ACCESSIBLE LAVORATORY 27" MIN 6" MAX11" MIN 8" MINPROFILE OF REQUIRED ACCESSIBLE KNEE AND TOE CLEARANCE T.O. HOOK 1' - 6" 3'-2'' TO T.O. OPPERABLE PART 1' -
0" ACCESSIBLE URINAL B.O. MIRROR 4' - 10" T.O. GRAB BAR 2' - 11" T.O. GRAB BAR SANITARY NAPKIN DISPENSER 3' 2" TO T.O. OPPERABLE PART . EXIT 55" AFF B.O. TACTILE CHARACTERS TACTILE
EXIT SIGN @ EGRESS STAIRWAY EXIT PASSAGEWAY + EXIT DISCHARGE L C 3' - 10" A.E.D. CABINET 15" TO RIM 3' - 0" 3' - 4" GRAB BAR 4' - 6" DATA OUTLET ELECTRICAL OUTLET 4' - 0" COUNTER W/
BACKSPLASH 3' - 1" LED TASK SWITCH TELEPHONE OUTLET TURRETS AT NONRACEWAY LOCATIONS 2" 55" AFF B.O. TACTILE CHARACTERS 2" WALL MOUNTED ROOM SIGN 17" MIN 9" 3'-4"1'-6" 7" RACEWAY AT
ALCOVE 4'-0" 6" 18 1/2" T.O. SEAT 3'-0" 3'-2'' TO T.O. OPPERABLE PART 6" BELOW B.O. GRAB BAR L C 3' 2" TO T.O. OPPERABLE PART TOILET SEAT COVER DISPENSER 8" MIN 2'-10" 2'-3" MIN 6"
MAX 9" MIN 3'-0" 1'-5" MIN DRINKING FOUNTAIN Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date
Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic
Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" =
1'-0" 20758.00 11/30/2018 111/30/18ISSUED FOR CONSTRUCTION LEVEL 1 0" LEVEL 0 -12' - 0" 1 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 # DATE DESCRIPTION AS SHOWN 20758.00 / TGM-E18-49 11/30/2018 Drawing Scale Project Number Date Issued Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 1 11/30/18 ISSUED FOR CONSTRUCTION Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 C1.01 SITE CIVIL DRAWINGS 2
01/07/19 ADDENDUM 02 2 2 2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
#DATE DESCRIPTION AS SHOWN 20758.00 / TGM-E18-49 11/30/2018 Drawing Scale Project Number Date Issued Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 111/30/18ISSUED
FOR CONSTRUCTION Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 0.0000 C1.02 SITE CIVIL DRAWINGS x x x x 83 83 83 83 FE 2066 SF B00UA 10 SF 129 13 SF B00UG
38 SF B00TB 73 SF B00UR 79 SF B00JB 91 SF B00UJ 129 SF B45 138 SF B00UM 118 SF 138 164 SF B78A 178 SF B00CD 159 SF 141 238 SF B00SB 280 SF B08 240 SF B00SA 301 SF B59 320 SF B54 320
SF B50 320 SF B52 320 SF B48 320 SF B46 1359 SF B49 384 SF B00UL 425 SF B40A 477 SF B56 514 SF B06 521 SF B40 672 SF B53 666 SF B55 684 SF B57 799 SF B02 812 SF B78 1100 SF B14 Not
Enclosed B00UN 1093 SF 180 2332 SF B00CA 51 SF 182 157 SF 183 1133 SF B01 1165 SF B05 1935 SF B40B 993 SF Room B77 6 SF B00UK 82 SF B00EB 14 SF B00UB 14 SF B00UC 45 SF B40C Not Enclosed
B00UP 384 SF B00UH 214 SF B00UE 475 SF B00UF 328 SF B00UD 341 SF B14A 159 SF B14C 154 SF B14B 1092 SF B11 M L K J I H G 20'-3 1/2"20'-0"20'-0"20'-0"20'-0"20'-0"15'-2 1/2"9'-5"16'-9"9'-5"12'-2
1/2"20'-0"20'-3 1/2" F E D C B A N 2 2 1 1 3 3 4 10'-10" 15'-5 1/2" 20'-0" 15'-0" 20'-0" 20'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 20'-0" 20'-0" 6 6 7 7 8 8 5 Q P R S T O 10 13 15 15
16 16 17 17 10'-10" 15'-5 1/2" 25'-0" 4'-0" 19'-0" 20'-0" 20'-0" 19'-0" 1'-0" U 18 19 20 21 24 2523 26 9 11 12 14 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
15'-3 1/2" 20'-0" 25'-3 1/2" 5'-0" 9'-8 1/2" 10'-0" S1 2'-6" R1 5'-0" 4A 6'-2" Q1 10" 22 5.1 23.1 26.1 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building
1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746
Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel:
617-913-4345 3/32" = 1'-0" AR1.00 20758.00 11/30/2018 LEVEL 0 - ASBESTOS ABATEMENT # DATE DESCRIPTION Delta 860 Hooper Road Endwell, NY 13760 Tel: 607-231-6600 Abatement Specialist
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1 11/30/18 ISSUED FOR CONSTRUCTION N Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 83 83 83 M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 144A Q1 22 5.1 23.1 26.1 401 400UC Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 3/32" = 1'-0" AR1.04 20758.00 11/30/2018 LEVEL 4 - ASBESTOS ABATEMENT # DATE DESCRIPTION Asbestos Specialist Delta 860 Hooper
Road Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1 11/30/18 ISSUED FOR CONSTRUCTION N Renovation of
Olin Hall for Chemical and Biomolecular Engineering - Phase 1 UP UPUP UP FE M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425
2326 9111214 S1 R1 4A Q1 22 5.1 20' - 3 1/2" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 15' - 2 1/2" +- 9' - 5" +- 16' - 9" +- 9' - 5" +- 12' - 2 1/2" +- 20' - 0"
+- 20' - 3 1/2" +10' - 10" +-15' - 5 1/2" +-20' - 0" +-15' - 0" +-20' - 0" +-20' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-20' - 0" +-20' - 0" +10' - 10" +-15' -
5 1/2" +-25' - 0" +4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +20' - 0" +-20' - 0" +-20' - 0" +20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20'
- 0" +15' - 3 1/2" +-20' - 0" +-25' - 3 1/2" +-5' - 0" +15' - 0"2' - 6" 5' - 0" 10" 23.126.1 1.041.04 1.03 1.03 1.12 1.11 WORK AREA 1.17 18' - 4" R.O. 6'-2" +1.01 1.12 1.09 DEMOLITION
GENERAL NOTES A. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF
DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL
EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED.
IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED. C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN. D.
WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE. E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE. F. SEE MEP/FP DRAWINGS
FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED. G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY
BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS. DEMOLITION PLAN LEGEND CONCRETE SLAB TO BE REMOVED FOR NEW PENETRATION RAISED FLOOR SYSTEM TO BE REMOVED REMOVAL AND
REINSTALLATION OF CEILING AS NOTED WALL TO REMAIN WALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED. DOOR AND FRAME TO BE DEMOLISHED.
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 DEMOLITION KEYNOTES 1.01REMOVE
RESILIENT FLOORING 1.03REMOVE EXISTING CEILING 1.04REMOVE STAIRS 1.09REMOVE DOOR AND DOOR FRAME. FILL AND PATCH WALL TO MATCH EXISTING 1.11NEW OPENING WITHIN EXTERIOR WALL. 1.12REMOVE
EXISTING PARTITION. 1.17REMOVED RAISED FLOOR SYSTEM 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02 UP UP UP UPUP UP UP UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8
5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 S1 R1 4A Q1 22 5.1 20' - 0" +-20' - 0" +-20' - 0" +20' - 3 1/2" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20'
- 0" +- 15' - 2 1/2" +- 9' - 5" +- 16' - 9" +- 9' - 5" +- 12' - 2 1/2" +- 20' - 0" +- 20' - 3 1/2" +10' - 10" +-15' - 5 1/2" +-20' - 0" +-15' - 0" +-20' - 0" +-20' - 0" +-12' - 0" +-12'
- 0" +-12' - 0" +-12' - 0" +-12' - 0" +-20' - 0" +-20' - 0" +10' - 10" +-15' - 5 1/2" +-25' - 0" +-10' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' -
0" +4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +23.126.1 15' - 3 1/2" +-20' - 0" +-25' - 3 1/2" +-5' - 0" +1.22 1.09 WORK AREA 1.18 1.20 1.19 1.22 REMOVE ALL WALL
HUNG PICTURES & DEVICES. PATCH WALLS. 1.231.23 1.23 1.24 1.251.09 1.09 1.26 REMOVE ALL WALL HUNG PICTURES & DEVICES. PATCH WALLS. DEMOLITION GENERAL NOTES A. THE DEMOLITION PLANS ARE
NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES
ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION
INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION
IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED. C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN. D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS,
TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE. E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE. F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS
SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED. G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN
ON MEP DRAWINGS. DEMOLITION PLAN LEGEND CONCRETE SLAB TO BE REMOVED FOR NEW PENETRATION RAISED FLOOR SYSTEM TO BE REMOVED REMOVAL AND REINSTALLATION OF CEILING AS NOTED WALL TO REMAIN
WALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED. DOOR AND FRAME TO BE DEMOLISHED. Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite
500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 DEMOLITION KEYNOTES 1.09REMOVE DOOR AND DOOR FRAME. FILL AND PATCH WALL TO
MATCH EXISTING 1.18EXISTING KITCHENETTE TO REMAIN 1.19EXISTING FIRE EXTINGUISHER TO REMAIN 1.20REMOVE EXISTING LETTERS. PATCH WALL 1.22REMOVE EXISTING MILLWORK PARTITION. PATCH FLOOR
1.23REMOVE COLUMN. PATCH CEILING 1.24REMOVE SHAFT WALL. 1.25REMOVE DOOR AND FRAME. EXPAND OPENING. 1.26REMOVE & REPLACE EXISTING DRINKING FOUNTAIN. PATCH WALL. 111/30/18ISSUED FOR CONSTRUCTION
UP UP UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12'
- 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0" 10' - 10" +-15' - 5 1/2" +-25' - 0" +-10' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +4'
- 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +20' - 3 1/2" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 15' - 2 1/2" +- 9' - 5" +- 16' - 9" +- 9' - 5"
+- 12' - 2 1/2" +- 20' - 0" +- 20' - 3 1/2" +20' - 0" +-20' - 0" +-20' - 0" +S1 R1 4A Q1 22 5.1 23.126.1 15' - 3 1/2" +-20' - 0" +-25' - 3 1/2" +-5' - 0" +1.141.14 REMOVE CEILING AT
SELECT LOCATIONS AS REQUIRED FOR MEP WORK. SEE MEP DRAWINGS. REINSTALL, REPLACE, AND/OR PATCH AND REPAIR FINISHES TO MATCH EXISTING. 1.02 1.021.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02
1.02 1.021.02 1.02 1.01 1.01 1.08 WORK AREA 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.151.151.151.151.15 1.16 1.24 1.24 1.26 DEMOLITION GENERAL NOTES A. THE DEMOLITION
PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED
LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE
CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL
CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED. C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN. D. WHEN REMOVING PORTIONS OF WALLS
OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE. E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE. F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION.
ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED. G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION
OF WORK SHOWN ON MEP DRAWINGS. DEMOLITION PLAN LEGEND CONCRETE SLAB TO BE REMOVED FOR NEW PENETRATION RAISED FLOOR SYSTEM TO BE REMOVED REMOVAL AND REINSTALLATION OF CEILING AS NOTED
WALL TO REMAIN WALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED. DOOR AND FRAME TO BE DEMOLISHED. Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell,
NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 DEMOLITION KEYNOTES 1.01REMOVE RESILIENT FLOORING
1.02REMOVE CARPET, ACOUSTIC CEILING AND LIGHTING 1.08REMOVE SINK 1.14REMOVE DOOR AND DOOR FRAME. DEMO SURROUNDING WALL FOR NEW DOOR SIZE. SEE SCHEDULE 1.15REMOVE EXISTING WINDOW SILL.
EXISTING ROLLER SHADE TO REMAIN. 1.16REMOVE AND REPLACE DOOR. 1.24REMOVE SHAFT WALL. 1.26REMOVE & REPLACE EXISTING DRINKING FOUNTAIN. PATCH WALL. 111/30/18ISSUED FOR CONSTRUCTION UP
UP UP UP UP UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 10' - 10" +-15' - 5 1/2" +-20' - 0" +-15' - 0" +-20'
- 0" +-20' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-20' - 0" +-20' - 0" +4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +10' - 10" +-15' - 5 1/2"
+-25' - 0" +-10' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +20' - 0"20' - 0"20' - 0" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"
15' - 2 1/2" 9' - 5" 16' - 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2" S1 R1 4A Q1 22 5.1 23.126.1 15' - 3 1/2"20' - 0"25' - 3 1/2"5' - 0" 1.141.14 1.02 1.02 1.021.02 1.02 1.02 REMOVE
CEILING AT SELECT LOCATIONS AS REQUIRED FOR MEP WORK. SEE MEP DRAWINGS. REINSTALL, REPLACE, AND/OR PATCH AND REPAIR FINISHES TO MATCH EXISTING. 1.02 1.02 1.021.02 1.02 1.02 1.02 1.02
1.02 WORK AREA 1.16 1.15 1.15 1.15 1.15 1.151.151.151.151.15 1.08 1.24 1.26 DEMOLITION GENERAL NOTES A. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE
AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND
DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED.
C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN. D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE. E. ALL DEMOLITION
WORK TO BE COORDINATED WITH ABATEMENT SCOPE. F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS
REQUIRED. G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS. DEMOLITION PLAN LEGEND CONCRETE SLAB TO BE REMOVED
FOR NEW PENETRATION RAISED FLOOR SYSTEM TO BE REMOVED REMOVAL AND REINSTALLATION OF CEILING AS NOTED WALL TO REMAIN WALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE
CONCRETE MASONRY UNLESS OTHERWISE NOTED. DOOR AND FRAME TO BE DEMOLISHED. Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing
Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel:
607-272-6477 As indicated 20758.00 11/30/2018 DEMOLITION KEYNOTES 1.02REMOVE CARPET, ACOUSTIC CEILING AND LIGHTING 1.08REMOVE SINK 1.14REMOVE DOOR AND DOOR FRAME. DEMO SURROUNDING
WALL FOR NEW DOOR SIZE. SEE SCHEDULE 1.15REMOVE EXISTING WINDOW SILL. EXISTING ROLLER SHADE TO REMAIN. 1.16REMOVE AND REPLACE DOOR. 1.24REMOVE SHAFT WALL. 1.26REMOVE & REPLACE EXISTING
DRINKING FOUNTAIN. PATCH WALL. 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 UP UP UP M L K J I H G F E D C N 2 2 3 34 6 6 Q R S 17 U 2425 2326 R1 4A 22 20' - 3 1/2" +- 20'
- 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 15' - 2 1/2" +- 9' - 5" +- 16' - 9" +- 9' - 5" +- 12' - 2 1/2" +20' - 0" +-20' - 0" +-20' - 0" +23.126.1 15' - 5 1/2" +-13' -
10" +-6' - 2" +-15' - 0" +20' - 0" +-5' - 0" +-15' - 0" +-20' - 0" +5' - 3 1/8" 10' - 0 3/8" 1.10 REMOVE AND PATCH EXISTING ROOF AS NEEDED FOR NEW STEEL DUNNAGE POSTS & MECHANICAL PENETRATIONS
1.11 ROOF PENETRATION FOR EXHAUST DUCTWORK. SEE MECHANICAL & STRUCTURAL DRAWINGS. COORDINATE W/ RIB LOCATION TYP. SHAFT DEMOLITION GENERAL NOTES A. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS,
BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED
OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE
REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED. C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN. D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL
PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE. E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE. F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL
BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED. G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP
DRAWINGS. DEMOLITION PLAN LEGEND CONCRETE SLAB TO BE REMOVED FOR NEW PENETRATION RAISED FLOOR SYSTEM TO BE REMOVED REMOVAL AND REINSTALLATION OF CEILING AS NOTED WALL TO REMAIN WALL
TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED. DOOR AND FRAME TO BE DEMOLISHED. Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite
500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 DEMOLITION KEYNOTES 1.10REMOVE EXISTING PARTITION UP TO 3" BELOW EXISTING
CEILING. 1.11NEW OPENING WITHIN EXTERIOR WALL. 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02 UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15
16 16 17 17 U 18192021 2425 2326 9111214 4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0" 10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9'
- 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 15' - 2 1/2" 9' - 5" 16' - 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2" 20' - 0"20'
- 0"20' - 0" 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0" S1 R1 4A 22 5.1 23.126.1 A4.00 1 10 SF 129 13 SF B00UG 38
SF B00TB 72 SF B00UR 79 SF B00JB 129 SF B45 138 SF B00UM 118 SF 138 178 SF B00CD 159 SF 141 238 SF B00SB 280 SF B08 240 SF B00SA 301 SF B59 320 SF B54 320 SF B50 320 SF B52 320 SF B48
320 SF B46 1359 SF B49 384 SF B00UL 425 SF B40A 477 SF B56 514 SF B06 521 SF B40 672 SF B53 666 SF B55 684 SF B57 799 SF B02 812 SF B78 1100 SF B14 B00UN 1093 SF 180 2332 SF B00CA 51
SF 182 157 SF 183 1133 SF B01 1164 SF B05 1935 SF B40B 82 SF B00EB 14 SF B00UB 14 SF B00UC 45 SF B40C B00UP 384 SF B00UH 214 SF B00UE 475 SF B00UF 328 SF B00UD 341 SF B14A 159 SF B14C
154 SF B14B 1098 SF B11 MECHANICAL AHU RO SKID CA SKID VAC SKID CA SKID CA SKID SP SKID WORK AREA Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" 20758.00 11/30/2018 111/30/18ISSUED FOR CONSTRUCTION UP UP UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S
T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0" 20' - 3 1/2" 20'
- 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 15' - 2 1/2" 9' - 5" 16' - 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2" 10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' -
0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2"5' - 0" 20' - 0"20' - 0"20' - 0" 4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0" S1 4A 22 5.1 23.126.1 WORK AREA
35 SF 100CL 79 SF 100EB 55 SF 100CK 60 SF 167F 77 SF 132 72 SF 100CG 80 SF 100CJ 95 SF 100CE 119 SF 142A 107 SF 126 111 SF 155B 125 SF 100CF 147 SF 155A 138 SF 144 142 SF 165B 164 SF
145B 141 SF 120B 156 SF 148 150 SF 148A172 SF 142 140 SF 100TA 192 SF 130 225 SF 100SB 149 SF 100CC 245 SF 100SA 281 SF 116 286 SF 114 316 SF 100CD 363 SF 102 378 SF 106 391 SF 104
375 SF 108 414 SF 115 474 SF 110 490 SF 124 556 SF 103 560 SF 105 578 SF 107 385 SF 100UC 607 SF 101 403 SF 146 781 SF 128 856 SF 145 813 SF 120 1253 SF 165 2092 SF 100CB 100UA 1277
SF 100CA 2796 SF 155 100JA 100UB 463 SF 100CH 42 SF 100UF 48 SF 100CN 14 SF 100JC 44 SF 100CR 155 SF 100SC68 SF 100EA 69 SF 100TC 28 SF 100JB 15 SF 100UD 90 SF 100TB 18 SF 145A 40 SF
100CM 30 SF 167G 45 SF 100TD 73 SF 100UR 922 SF 218 A4.10 1 2.01 237 SF 160 619 SF 158 157 SF 158B 167 SF 156 158 SF 152 343 SF 162 566 SF 170 200 SF 170A 145 SF 170B 153 SF 169 125
SF 168 176 SF 167A 222 SF 167B120 SF 167C 121 SF 167D 120 SF 167E 591 SF 167 Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing
Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel:
607-272-6477 3/32" = 1'-0" 20758.00 11/30/2018 FLOOR PLAN KEYNOTES 2.01INSTALL NEW ACCESSIBLE DRINKING FOUNTAIN. PATCH AND PAINT WALL TO MATCH EXISTING. 111/30/18ISSUED FOR CONSTRUCTION
M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20'
- 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2" 4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 15'
- 2 1/2" 9' - 5" 16' - 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2" 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0" 20'
- 0"20' - 0"20' - 0" S1 R1 4A 22 5.1 23.126.1 WORK AREA 53 SF 201B 29 SF 200SE 79 SF 200EB 32 SF 200SD 33 SF 255A 28 SF 255B 97 SF 226 109 SF 200CC 181 SF 201A 135 SF 200TA 251 SF 200SB
252 SF 200TB 297 SF 232 297 SF 214 315 SF 252 315 SF 250 315 SF 244 315 SF 254 315 SF 246 315 SF 256 393 SF 204 396 SF 215 376 SF 208 380 SF 212 394 SF 210 349 SF 202 487 SF 224 485
SF 222 506 SF 228 356 SF 201 544 SF 211 556 SF 203 560 SF 205 562 SF 209 560 SF 207 681 SF 267 1341 SF 245 1101 SF 200CB 1917 SF 255 20 SF 200UC 163 SF 200SC 70 SF 200EA 15 SF 200JC
27 SF 200JB 22 SF 200JA 16 SF 200UA 15 SF 200UB 2692 SF 200CA 66 SF 200UR 93 SF 206A 261 SF 206 A4.20 1 507 SF 216 810 SF 218 243 SF 230 106 SF 230B 101 SF 230A 315 SF 248 2.01 654
SF 269 169 SF 276B 159 SF 276C 2294 SF 276 408 SF 276D 44 SF 258 69 SF 200TC 455 SF 260 133 SF 260A 115 SF 276A Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453
Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller,
P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" 20758.00 11/30/2018 FLOOR PLAN KEYNOTES 2.01INSTALL NEW ACCESSIBLE DRINKING FOUNTAIN. PATCH AND PAINT WALL
TO MATCH EXISTING. 111/30/18ISSUED FOR CONSTRUCTION M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 10' - 10"15'
- 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"
15' - 2 1/2" 9' - 5" 16' - 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2" 20' - 0"20' - 0"20' - 0" 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' -
0"12' - 0"20' - 0"20' - 0" 4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0" S1 R1 4A 22 5.1 23.126.1 WORK AREA 77 SF 300UR 87 SF 300JC 100 SF 345B 100 SF 345C 99 SF 345A 108 SF 318B 104
SF 300CC 118 SF 318 179 SF 342 168 SF 300SC 137 SF 300T 40 SF 300TA 234 SF 300SB 242 SF 300SA 269 SF 318A 298 SF 314 347 SF 352347 SF 350 347 SF 354 347 SF 356 347 SF 348 347 SF 346
347 SF 340 366 SF 312 352 SF 306 371 SF 308 394 SF 310 511 SF 316 530 SF 305 528 SF 309 572 SF 303 573 SF 307 579 SF 301 565 SF 311 692 SF 343 384 SF 345 752 SF 304 1092 SF 300CB 21
SF 300JA 79 SF 300EB 16 SF 300UA 15 SF 300UB 14 SF 300UD 68 SF 300EA 26 SF 300JB 19 SF 300UC 207 SF 343A A4.30 1 169 SF 358 347 SF 344 249 SF 342A 2.01 743 SF 362 1601 SF 367 167 SF
367F 264 SF 367E 156 SF 367D 158 SF 367C87 SF 367A 99 SF 367B 156 SF 360 Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing
Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel:
607-272-6477 3/32" = 1'-0" 20758.00 11/30/2018 FLOOR PLAN KEYNOTES 2.01INSTALL NEW ACCESSIBLE DRINKING FOUNTAIN. PATCH AND PAINT WALL TO MATCH EXISTING. 111/30/18ISSUED FOR CONSTRUCTION
UP UP UP UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S O 101315 15 16 16 17 17 U 18192021 2425 2326 R1 4A 22 70 SF 403C 91 SF 400CA 113 SF 403B 112 SF 403D 136 SF
400UA 104 SF 400CC 187 SF 400SB 200 SF 403A 412 SF 400UC 1131 SF 403 197 SF 400SC 57 SF 400EA 3623 SF 4P0UA 171 SF 400SA A4.40 1 10' - 10"15' - 5 1/2"13' - 10"6' - 2"15' - 0"20' - 0"20'
- 0"60' - 0"20' - 0"20' - 0" 4' - 0"19' - 0"20' - 0"5' - 0"15' - 0"20' - 0" 20' - 0"20' - 0"20' - 0" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 15' - 2 1/2" 9' - 5" 16'
- 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2" 10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2"5'
- 0" 572 SF LAB WRITE-UP WORK AREA WORK AREA EXHAUST FAN SHAFT Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
3/32" = 1'-0" 20758.00 11/30/2018 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U 9 4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0"
+-1' - 0" +4A Q1 MECHANICAL B2B2 B00UA 5.1 10' - 10" +-15' - 5 1/2" +-13' - 10" +-6' - 2" +-15' - 0" +-20' - 0" +-20' - 0" +WORK AREA NEW MECHANICAL LOUVER & TUBE SUPPORT NEW STRUCTURAL
POSTS 4.28 NEW AREAWAY. SLOPE SLAB TO DRAIN 1 A8.00 NEW OPENINGS ABOVE FOR NEW DUCT PENETRATIONS. MAINTAIN 2HR FIRE RATING FOR HORIZONTAL SHAFT ENCLOSURE ABOVE. 17' - 10" R.O. 4.424.424.42
4.42 B78 B59 B56B54B52 B57B55 B00UC B00UB B00CA 4.42 4.42 4.42 4.42 4'-0"2'-4"1'-9"2'-3"2'-4"4'-0"2'-4"4'-4"2 1/2" 9" 1'-9" 6'-8" 10'-4" 8'-3"4'-0" 4'-0" 1'-0" 4 3/4"10'-4"1 1/4"10'-0"5'-5
1/2" 1'-5"6'-0" 4'-4" 1'-1 3/4" 19'-5"1'-4 3/4" 3'-3"9'-7" VERIFY DIMENSIONS W/ EQUIPMENT SELECTION VERIFY DIMENSIONS W/ EQUIPMENT SELECTION VERIFY DIMENSIONS W/ EQUIPMENT SELECTION
4.29 INTERIOR FINISH LEGEND A FLOOR RESINOUS FLOORING TYPE 1 BASEWALLCEILING BSEALED CONCRETE 1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS OTHERWISE NOTED 2NO CEILING,
PAINT EXPOSED STRUCTURE & MEP 1ACOUSTICAL PANEL CEILING 3BAFFLE CEILING 2RUBBER BASE CCARPET CPT-14EXISTING TO REMAIN 4GYPSUM BOARD CEILING BHIGH PERFORMANCE PAINT 3PORCELAIN TILE BASE
DPORCELAIN TILE CHIGH PERFORMANCE PAINT & CERAMIC TILE WAINSCOT EEXISTING TO REMAIN DEXISTING TO REMAIN5EXISTING TO REMAIN FMATCH EXISTING GRESILIENT TILE HCARPET CPT-2 ENLARGED PLANS
GENERAL NOTES A. ALL NEW WALL PARTITIONS TO BE TYPE B UNLESS OTHERWISE NOTED. SEE SHEET A9.00 FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS. B. FURNITURE AND EQUIPMENT SHOWN DASHED
IS N.I.C. AND SHOWN FOR COORDINATION PURPOSES ONLY. C. SEE A9.02 FOR FLOOR TRANSITIONS AND BASE DETAILS. D. COORDINATE SIZE AND LOCATION OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT CONCRETE
PADS WITH EQUIPMENT PROVIDED. Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston,
MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" 20758.00 11/30/2018
FLOOR PLAN KEYNOTES 4.28FLOOR DRAIN. 4.29NEW WALL. PATCH AND PAINT TO MATCH EXISTING. 4.42NEW 6" CONCRETE HOUSEKEEPING PAD 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02 2 2
1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U 9 4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +S1 R1 4A Q1 5.1 LAB WRITE-UP C4D5 162 LAB WRITE-UP C4D5 160 LAB WRITE-UP C4D5 158
OFFICE E4D5 158B LAB WRITE-UP E4D5 170 LAB WRITE-UP E4D5 170A LAB WRITE-UP E4D5 170B LAB WRITE-UP E4D5 169 OFFICE E4D5 168 OFFICE E4D5 167A CONFERENCE ROOM E4D5 167B OFFICE E4D5 167C
OFFICE E4D5 167D OFFICE E4D5 167E 10' - 10" +-15' - 5 1/2" +-13' - 10" +-6' - 2" +-15' - 0" +-20' - 0" +-20' - 0" +WORK AREA OFFICE E4D5 156 OFFICE E4D5 152 4.29 P3 COLLABORATION E4D5
167 4.14 4.14 J1 J1 J1 4.14 4.29 170A 165 165B 100CJ 167F167G 100SA 100CA 100UB 100UA 100JA 158BA 4.21 4.29 4.29 100A EQ 6'-0" EQ J1 10'-3" NEW GYPSUM BOARD PARTITION W/ WOOD TRIM SIMILAR
TO EXISTING CORRIDOR 4.14 4'-6" INTERIOR FINISH LEGEND A FLOOR RESINOUS FLOORING TYPE 1 BASEWALLCEILING BSEALED CONCRETE 1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS
OTHERWISE NOTED 2NO CEILING, PAINT EXPOSED STRUCTURE & MEP 1ACOUSTICAL PANEL CEILING 3BAFFLE CEILING 2RUBBER BASE CCARPET CPT-14EXISTING TO REMAIN 4GYPSUM BOARD CEILING BHIGH PERFORMANCE
PAINT 3PORCELAIN TILE BASE DPORCELAIN TILE CHIGH PERFORMANCE PAINT & CERAMIC TILE WAINSCOT EEXISTING TO REMAIN DEXISTING TO REMAIN5EXISTING TO REMAIN FMATCH EXISTING GRESILIENT TILE
HCARPET CPT-2 Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111
Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" 20758.00 11/30/2018
FLOOR PLAN KEYNOTES 4.14WHITE BOARD & TACKBOARD WALL COVERING. 4.21REMOVE DOOR AND FRAME. EXPAND OPENING. 4.29NEW WALL. PATCH AND PAINT TO MATCH EXISTING. 111/30/18ISSUED FOR CONSTRUCTION
201/07/19ADDENDUM 02 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U U 9 4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +10'-10" +-15'-5 1/2" +-20'-0" +-15'-0" +-20'-0" +-20'-0"
+S1 R1 4A Q1 5.1 TISSUE CULTURE (MAMMALIAN) A1A1 276B TISSUE CULTURE (BACTERIAL) A1A1 276C GLASSWASH A1B1 276A LAB WRITE-UP H2A3 260 LAB WRITE-UP H2A3 269 OPEN RESEARCH LAB A1A2 276
A5.202 1 EQ-RY-26EQ-RY-15 EQ-RY-29 EQ-RY-28 EQ-RY-19 EQ-RY-38 EQ-RY-39 EQ-RY-30EQ-RY-31 EQ-RY-13 EQ-RY-20 EQ-RY-01 EQ-RY-02 EQ-RY-49 EQ-RY-07 EQ-CA-39 EQ-RY-22 EQ-CA-29 EQ-RY-50 EQ-RY-46
EQ-CA-43 iCVD ROOM A1A1 276D EQ-CA-34 EQ-RY-25 EQ-RY-47 EQ-RY-14 EQ-RY-44 EQ-CA-38 EQ-CA-19 EQ-CA-27 EQ-CA-40 EQ-CA-08 EQ-CA-05 EQ-CA-06 EQ-CA-07 EQ-CA-01 EQ-CA-02 EQ-CA-03 EQ-CA-04
EQ-CA-23 EQ-CA-09 EQ-RY-17 EQ-RY-33 EQ-RY-37 EQ-CA-31 EQ-CA-26 EQ-CA-25 EQ-CA-22 EQ-CA-21 EQ-CA-13 EQ-CA-11EQ-CA-12EQ-CA-10 EQ-RY-12 EQ-RY-41 EQ-RY-36 EQ-CA-44 EQ-CA-32 EQ-CA-28 WORK
AREA EQ-CA-18 EQ-CA-14 EQ-CA-15 EQ-CA-17 EQ-CA-16 EQ-CA-24 EQ-CA-46 EQ-CA-47 EQ-CA-45 P3 P3 A9.20 3 EQ-CA-33 EQ-RY-10 • V • N2 EQ-RY-09 EQ-RY-06 EQ-RY-03 EQ-RY-04 EQ-RY-05 EQ-CA-37
4.01 4.11 4.11 4.11 4.13 4.224.224.224.22 4.26 4.024.02 4.02 4.02 4.02 4.02 4.02 4.22 4.27 4.27 4.28 4.28 4.04 4.04 EQ-CA-20 EQ-RY-21 EQ-RY-16 EQ-RY-32 EQ-RY-27 PLUMBING 200UB ELECTRICAL
200UA 4.05 4.14 4.14 4.17 4.17 4.18 4.17 4.16 4.31 B1 B2 L B1 L K1 K1 L L K 4.22 ACCESSIBLE RESTROOM D3C1 200TC L 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.304.304.30 4.30 4.34 4.34 4.34
4.18 B1 B2 EXISTING FLOORING 4.38 4.38 4.39 4.17 B2 SHAFT CARD READER CARD READER CARD READER CARD READER CARD READER • V • CA • V • CA • V • N2 • CA • CO2• CO2 • V • CA K • CO2 EQ-CA-36
EQ-CA-41 • V • CA • N2 • V • CA • N2 • N2 • N2 4.19 4.19 A5.20 3 4 A5.23 2 1 3 A5.21 2 1 34 • NG Water Bath 4.19 A5.24 8 6 7 5 A5.23 56 7 A5.22 1 4 23 A5.22 10 11 12 9 A5.22 5 7 8 6
B2 4.27 A5.24 4 3 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.104.10 4.07 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2
• V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2• V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 4.07
4.07 4.07 A5.22 13 14 15 16 2 1 4 • V• CA• N2 • V• CA• N2 • V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2 B1 K1 B3 K1 B1 A B2 • V • CA • N2 • V • CA • N2 4.25 4.25 4.25 8' - 8 1/2" • V
• CA • N2 • V • CA • N2 • V • CA • N2 9' - 7" 2' - 7"5' - 8"9' - 1" NEW RESILIENT FLOORING EXISTING FLOORING NEW RESILIENT FLOORING 4.41 4.25 4.07 260A 276DA 276AA 276CA 200UAA200UBA
256254252 267 200CA 255 276A • V • CA • N2 • NG • CA • V • N2 BELOW 269A 200TCA 269B 276BA 260B 9" ±12' - 1"5' - 5 3/4"1' - 3"5 1/4" ± A5.21 5 4.28 4.07 4.074.07 4.074.07 4.07 4.07
4.07 5' - 2 3/4" 5' - 2" 4' - 10" • V • CA • N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 4.07 4.10 4.10 8' - 9"7' - 7 1/4" 10' - 3" 10' - 3" 10' - 3" 10' - 0" 10' - 0" 9' - 7 1/4" • N2 4.31
276DB 4.14 1' - 1 3/8"6' - 5"4 7/8" CO2 CLOSET 200JA 9' - 9 3/8"10' - 0"10' - 0" 2' - 7" 4 7/8"10' - 0"4 7/8" L B A5.23 10 8 9 COMMON AREA G2A2 260A EQ-RY-40 4 7/8" 11' - 7 3/8"11'
- 6 1/4"11' - 6 1/4" 5 1/4" ± 6" 18' - 7 1/4" 5"7'-6 1/2"5"10'-6 1/2" 4" 1'-9" 6'-5" 4 1/4" ± 9' - 11"9' - 10"10' - 4"4 7/8" 14'-9 1/4" 7 3/4" ± 6" 7 1/4" 11'-2 1/4" 3'-8 1/2" 7'-6
1/4" 5" 7 1/4" 7 1/4" 5'-0" 4 1/4" ± 1'-3" 14'-5 1/4" 5" 5" 10 3/4" ± L B L L L B B B B B B2 B BB1 A B B B B B B K 4.43 4.43 4.43 4.43 4.43 4.14 LINE OF SOFFIT ABOVE 4.33 4.44 4.40
ADJ. HEIGHT 9 A9.11 A9.01 9 TYP A9.01 9 TYP TYP. TYP. L L TYP. LTYP. SHAFT 4.05 4.45 • O • AR • O • AR • O • AR 4.46 4.46 4.46 4.46 4.46 4.46 4.34 4.34 4.05 4.05 4.114.114.11 4.11 6'-0"
± 200JAA K1 B1 INTERIOR FINISH LEGEND A FLOOR RESINOUS FLOORING TYPE 1 BASEWALLCEILING BSEALED CONCRETE 1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS OTHERWISE NOTED
2NO CEILING, PAINT EXPOSED STRUCTURE & MEP 1ACOUSTICAL PANEL CEILING 3BAFFLE CEILING 2RUBBER BASE CCARPET CPT-14EXISTING TO REMAIN 4GYPSUM BOARD CEILING BHIGH PERFORMANCE PAINT 3PORCELAIN
TILE BASE DPORCELAIN TILE CHIGH PERFORMANCE PAINT & CERAMIC TILE WAINSCOT EEXISTING TO REMAIN DEXISTING TO REMAIN5EXISTING TO REMAIN FMATCH EXISTING GRESILIENT TILE HCARPET CPT-2 ENLARGED
PLANS GENERAL NOTES A. ALL NEW WALL PARTITIONS TO BE TYPE B UNLESS OTHERWISE NOTED. SEE SHEET A9.00 FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS. B. FURNITURE AND EQUIPMENT SHOWN
DASHED IS N.I.C. AND SHOWN FOR COORDINATION PURPOSES ONLY. C. SEE A9.02 FOR FLOOR TRANSITIONS AND BASE DETAILS. Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453
Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller,
P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" 20758.00 11/30/2018 FLOOR PLAN KEYNOTES 4.33EPOXY COUNTER, WOOD BASE CABINETS BELOW. 4.34EPOXY COUNTER, WOOD
BASE CABINETS BELOW. ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF WITH INTEGRAL LED TASK LIGHT. 4.386' BIOSAFETY CABINET. OWNER FURNISHED, CONTRACTOR INSTALLED. 4.394' BIOSAFETY CABINET.
OWNER FURNISHED, CONTRACTOR INSTALLED. 4.406' ADJUSTABLE HEIGHT FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. MOBILE ACID & FLAMMABLE STORAGE BELOW. 4.411-HR FIRE-RATED INTERIOR GLAZING
SYSTEM. 4.43CORNER GUARD TRIM. SEE DETAIL 5/A9.01 4.44MOVABLE WOOD CABINET WITH EPOXY COUNTERTOP. SEE DETAIL 6/A9.20. 4.45CO2 CYLINDER GAS MANIFOLDS AND CYLINDER RESTRAINTS. 4.46PROVIDE
GLASS VISION PANEL AT SIDE OF FUME HOOD. FLOOR PLAN KEYNOTES 4.01AUTOCLAVE. 4.026' FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. ACID & FLAMMABLE STORAGE BELOW. 4.04SAFETY STATION. 4.05SNORKEL
EXHAUST. 4.07LABORATORY CASEWORK TABLE WITH EPOXY COUNTER. SEE DETAILS 4 & 5/A9.20. 4.10FREESTANDING METAL CASEWORK WITH UPPER WOOD SHELVES. FRAME HUNGE WOOD CABINETS. PROVIDE EXTENDED
TOP SHELF FOR INTEGRAL LED TASK LIGHT. SEE DETAIL 3/A9.20 4.11FULL HEIGHT WOOD CABINETS WITH GLASS FRONTS. 4.13LABORATORY ICE MACHINE W/ RODI. 4.14WHITE BOARD & TACKBOARD WALL COVERING.
4.16ACOUSTIC PANEL WALL COVERING. 4.17EPOXY COUNTER W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH, WOOD BASE CABINETS BELOW, ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF W/ INTEGRAL LED TASK
LIGHT. 4.18ACCESSIBLE EPOXY COUNTER W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH, WOOD BASE CABINETS BELOW, ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF W/ INTEGRAL LED TASK LIGHT. 4.19LAB
COAT HOOKS. 4.22GAS CYLINDERS WITH CYLINDER RESTRAINTS. 4.25WOOD PANELS. 4.26UNDERCOUNTER LAB DISHWASHER. 4.27RECESSED FIRE EXTINGUISHER CABINET. SEE DETAIL 4/A9.11. 4.28FLOOR DRAIN.
4.30NEW SOLID SURFACE WINDOW SILL. 4.3115" DEEP STORAGE CABINET. EPOXY COUNTERTOP INTEGRAL WITH EPOXY WINDOW SILL. 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 301/07/19ADDENDUM
02 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U U 9 10'-10" +-15'-5 1/2" +-25'-0" +4'-0" +-19'-0" +-20'-0" +-20'-0" +-19'-0" +-1'-0" +S1 R1 4A Q1 RESEARCH LAB A1A2 367 LIGHT SCATTERING
A1A1 367B SUPPORT 1 A1A1 367D LAB WRITE-UP H2A3 362 E-BEAM DEPOSITION ROOM A1A1 367F A5.30 2 1 EQ-NA-10 EQ-NA-16 EQ-NA-15 EQ-NA-14 EQ-NA-05 SUPPORT 2 A1A1 367C EQ-NA-01 EQ-NA-03 EQ-NA-06
EQ-NA-11 EQ-NA-12 EQ-NA-13 EQ-NA-18 EQ-NA-20 EQ-NA-21 EQ-NA-22 EQ-NA-32 EQ-NA-33 EQ-NA-34 EQ-NA-36 EQ-NA-37EQ-NA-38EQ-NA-40 EQ-NA-42 EQ-NA-42EQ-NA-42 EQ-NA-49 EQ-NA-50 EQ-NA-16EQ-NA-16
Ventilated Enclosure, NIC Ventilated Enclosure, NIC EQ-NA-14 EQ-NA-23 EQ-NA-24EQ-NA-26 FLUORESCENCE MICROSCOPE A1A1 367A LAB EQUIPMENT A1A1 367E WORK AREA EQ-NA-48 EQ-NA-47 EQ-NA-46
EQ-NA-43 EQ-NA-43 EQ-NA-44 EQ-NA-45 EQ-NA-04 10'-10" +-15'-5 1/2" +-20'-0" +-15'-0" +-20'-0" +-20'-0" +-12'-0" +ELECTRICAL 300UA PLUMBING 300UB STAIRS 300SA C B B B2 B2 K K P3 B1 K1
K1 B1 L B1 L L 10'-0" +-20'-0" +-20'-0" +4.03 4.12 4.02 4.27 4.27 4.284.28 4.04 4.04 L 4.22 4.304.304.304.304.30 4.30 4.30 4.30 4.30 4.30 4.33 4.34 B 4.16 4.16 4.34 4.34 4.34 4.34 4.34
4.41 4.174.18 B1B1 K1 L C 4.34 4.25 A9.20 3 SIM. 7 A9.11 EXISTING ROOF SHAFT CARD READER CARD READER 4.40 • N2 • CA • N2 EQ-NA-02 EQ-NA-07 EQ-NA-09 EQ-NA-08 EQ-NA-19 EQ-NA-41 11' -
7 1/8"7 1/4"2' - 7"17' - 0 1/8"6" ± 30' - 0" 4 3 A5.314 3 A5.312 1 A5.33 2 A5.315 6 A5.32 45 A5.323 1 4.19 CONFERENCE ROOM C2A3 360 4.24 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA•
N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2
• V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 4.104.10 4.104.10 4.10 4.10 4.10 4.10 4.104.10 4.104.10 4.104.10 4.10 4.10 4.104.10 4.104.10 4.104.10 4.104.10 8' - 2 5/16"10'
- 0"10' - 9 13/16"10' - 9 15/16"10' - 0"10' - 0"11' - 8" 6 2 A5.32 A5.32 10 7 89 1 A5.31 10 9 8 3' - 0"6' - 1 5/8"6' - 5 7/8"5' - 3"7 1/4"27' - 1 3/4"4' - 1 3/8"7' - 0"4 7/8"7' - 3
7/8"4' - 9 1/8"5' - 0 1/8"11' - 11 5/8" 2' - 6"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"2' - 6" 4 7/8" 9' - 3 1/8" ± 9' - 11 1/2"4 7/8"9' - 6"4 7/8" 7 B1 B1B B1 K1 K1 4.14 4.14 4.14 4.14
TV 80" 4.25 4.41 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 367B 300UBA 300UAA 358356354352 367A 360A 367FA4.10 4.12 11 • V• CA• N2 A5.33 3 4 5 • V • CA • N2 • V •
CA • N2 • V • CA • N2 • V • CA • N2 • V • CA 20'-3 3/4" 7' - 6 1/2"4' - 2" 5' - 0" 4 7/8" 14' - 3 7/8" 3' - 3 7/8" 13' - 4" 11' - 0 1/4" 4 1/4" ± 26' - 11 1/4" ± 4 1/4" 362A 4 7/8"
6" A 4 1/4" ±15' - 2" 7 A9.11 4.17 SHAFT P3 6" ± 5 1/2" 5 1/2" 1' - 0 1/2" 12' - 2 5/8"4 7/8" 4 7/8" 15' - 2 5/8" 4 7/8" 8' - 3" 4 7/8" 5' - 9 5/8" 3' - 4" 10 7/8" 5" ± B B B B B L
K K 4.43 4.43 4.434.43 4.44 4.33 ADJ. HEIGHT EXPANDABLE ACOUSTIC CLOSURE PANEL TO GLASS 9 A9.11 A9.01 9 TYP A9.01 9 TYP A9.01 9 TYP 4.14 CARD READER B1 B1 IDF E4A5 355 LINE OF SOFFIT
ABOVE 5' - 5 7/8"4 7/8"6' - 4" 367BA 367AA 4.43 4.43 4.07 4.07 4.43 4.36 4.36 300JAA K1 B1 B1 EXPANDABLE ACOUSTIC CLOSURE PANEL TO MULLION A9.11 11 INTERIOR FINISH LEGEND A FLOOR RESINOUS
FLOORING TYPE 1 BASEWALLCEILING BSEALED CONCRETE 1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS OTHERWISE NOTED 2NO CEILING, PAINT EXPOSED STRUCTURE & MEP 1ACOUSTICAL
PANEL CEILING 3BAFFLE CEILING 2RUBBER BASE CCARPET CPT-14EXISTING TO REMAIN 4GYPSUM BOARD CEILING BHIGH PERFORMANCE PAINT 3PORCELAIN TILE BASE DPORCELAIN TILE CHIGH PERFORMANCE PAINT
& CERAMIC TILE WAINSCOT EEXISTING TO REMAIN DEXISTING TO REMAIN5EXISTING TO REMAIN FMATCH EXISTING GRESILIENT TILE HCARPET CPT-2 ENLARGED PLANS GENERAL NOTES A. ALL NEW WALL PARTITIONS
TO BE TYPE B UNLESS OTHERWISE NOTED. SEE SHEET A9.00 FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS. B. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C. AND SHOWN FOR COORDINATION
PURPOSES ONLY. C. SEE A9.02 FOR FLOOR TRANSITIONS AND BASE DETAILS. Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing
Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel:
607-272-6477 1/4" = 1'-0" 20758.00 11/30/2018 FLOOR PLAN KEYNOTES 4.026' FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. ACID & FLAMMABLE STORAGE BELOW. 4.034' FUME HOOD W/ CUP SINK. VAC,
NITROGEN, COMPRESSED AIR. ACID & FLAMMABLE STORAGE BELOW. 4.04SAFETY STATION. 4.07LABORATORY CASEWORK TABLE WITH EPOXY COUNTER. SEE DETAILS 4 & 5/A9.20. 4.10FREESTANDING METAL CASEWORK
WITH UPPER WOOD SHELVES. FRAME HUNGE WOOD CABINETS. PROVIDE EXTENDED TOP SHELF FOR INTEGRAL LED TASK LIGHT. SEE DETAIL 3/A9.20 4.126' FUME HOOD W/ CUP SINK. VAC, NITROGEN, COMPRESSED
AIR. ACID & FLAMMABLE STORAGE BELOW. 4.14WHITE BOARD & TACKBOARD WALL COVERING. 4.16ACOUSTIC PANEL WALL COVERING. 4.17EPOXY COUNTER W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH, WOOD BASE
CABINETS BELOW, ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF W/ INTEGRAL LED TASK LIGHT. 4.18ACCESSIBLE EPOXY COUNTER W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH, WOOD BASE CABINETS BELOW,
ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF W/ INTEGRAL LED TASK LIGHT. 4.19LAB COAT HOOKS. 4.22GAS CYLINDERS WITH CYLINDER RESTRAINTS. 4.24FUTURE FUME HOOD. PROVIDE OVERHEAD HVAC FOR
FUTURE HOOK-UP. 4.25WOOD PANELS. 4.27RECESSED FIRE EXTINGUISHER CABINET. SEE DETAIL 4/A9.11. 4.28FLOOR DRAIN. 4.30NEW SOLID SURFACE WINDOW SILL. 4.33EPOXY COUNTER, WOOD BASE CABINETS
BELOW. 4.34EPOXY COUNTER, WOOD BASE CABINETS BELOW. ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF WITH INTEGRAL LED TASK LIGHT. 4.36LIGHT TIGHT DOOR GASKETING. 4.406' ADJUSTABLE HEIGHT FUME
HOOD. VAC, NITROGEN, COMPRESSED AIR. MOBILE ACID & FLAMMABLE STORAGE BELOW. 4.411-HR FIRE-RATED INTERIOR GLAZING SYSTEM. 4.43CORNER GUARD TRIM. SEE DETAIL 5/A9.01 4.44MOVABLE WOOD CABINET
WITH EPOXY COUNTERTOP. SEE DETAIL 6/A9.20. 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 301/07/19ADDENDUM 02 UP UP UP 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U 9 4A Q1 10' -
10" +-15' - 5 1/2" +-13' - 10" +-6' - 2" +-15' - 0" +-20' - 0" +-20' - 0" +-12' - 0" +10' - 10" +-15' - 5 1/2" +-25' - 0" +1 A8.20 MECHANICAL UNIT PERFORATED ALUMINUM SCREEN W/ CUSTOM
FINISH 4' - 0" +-18' - 2" +-10" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +1 0 1 . 0 0 ° EXISTING ROOF TO REMAIN NEW ROOF WALKWAY PADS PERFORATED ALUMINUM SCREEN W/ CUSTOM FINISH PATCH
EXISTING ROOF AT ALL STEEL TUBE POST CONNECTIONS TO EXISTING ROOF. PATCH EXISTING ROOF AT ALL MECHANICAL PENETRATIONS. NEW OPENING AT EXISTING MASONRY WALL. PROVIDE STEEL LINTEL AND
SEAL PENETRATION. 400UC GALVANIZED METAL GRATE CATWALK. GALAVANIZED STEEL GRATE STAIR & GALVANIZED STEEL GUARDRAIL. 9'-3" 11'-7" 14'-9"2'-6" 1'-3"2'-6"2'-6" 12'-0" 15'-0" 3'-0" 18'-7"2'-6"
1 6 9 . 0 0 ° 3 0 ' 0 " 13'-5" A8.20 8 A8.20 7 TYP A8.20 6 TYP A8.20 4 ROOF GENERAL NOTES A. CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE
OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE REQUIRED TO CARRY OUT WORK ADJACENT TO, BUT OUTSIDE INDICATED LIMITS. B. EXISTING ROOFING TO BE REMOVED AND PATCHED / REPAIRED AS NEEDED
FOR STRUCTURAL SUPPORTS OR MECHANICAL AND ELECTRICAL PENETRATIONS. Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing
Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel:
607-272-6477 1/4" = 1'-0" 20758.00 11/30/2018 111/30/18ISSUED FOR CONSTRUCTION 2 134 R S T U R1 4A CONFERENCE ROOM 167B COLLABORATION 167 OFFICE 167A OFFICE 168 OFFICE 167C OFFICE 167D
OFFICE 167E P3 P3 P3 6"2'-11" 3'-2 1/2" 2 134 R S T U R1 4A OPEN RESEARCH LAB 276 GLASSWASH 276A TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C CO2 CLOSET 200JA EQ-CA-19P3
P3 EQ-CA-22 P3 9 1/2" 2'-7 3/4" 3'-2 1/2" LAB BENCH 27" DEEP 2 134 R S T U R1 4A E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E RESEARCH LAB 367 EQ-NA-10 P3 P3 3'-5 1/4" 3'-2 1/2" 6"
± ENLARGED PLANS GENERAL NOTES A. SEE SHEET A9.00 FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS. B. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C. AND SHOWN FOR COORDINATION PURPOSES
ONLY. Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel:
617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" 20758.00 01/05/19 101/07/19ADDENDUM 02
SCALE : 1/4" = 1'-0" 1 LEVEL 1 - ALTERNATE LAYOUT SCALE : 1/4" = 1'-0" 2 LEVEL 2 - ALTERNATE LAYOUT SCALE : 1/4" = 1'-0" 3 LEVEL 3 - ALTERNATE LAYOUT NARRATIVE Architectural / Structural
Impact: The proposed shaft in Alternate 01 is a provision for future fume hood use in the Basement. The shaft is for exhaust of those hoods and must be continuous from the Basement
to the roof. It is designed to work with existing structural members to avoid penetrating structural beams and ribs. New openings in the existing concrete slabs are required at the
roof, Level 3, Level 2, and Level 1. The shaft location was selected based on known structural layouts, limiting impact to existing and Phase 1 program spaces, and avoidance of existing
mechanical and electrical equipment which would be costly and time-consuming to relocate. New 2-hr fire rated shaft walls will be required around the interior sides of this shaft. The
shaft requires some rework of the Phase 1 lab spaces on Levels 2 and 3, while still maintaining the desired program, and it reduces the size of an existing conference room on Level
1. On Level 2, it reduces the spacing between benches and would necessitate shallower benches at the east end of the open lab in order to maintain adequate walking space around benches
and fume hoods. On Level 3, the E-Beam Deposition room 367F is reorganized but still contains the desired equipment. The impact on the Basement floor plan is minimal with only headroom
needed for exhaust ductwork. On the roof, the exhaust ductwork would penetrate an open roof area and be connected over to the planned, Phase 1 exhaust fan equipment. Capacity: The new
shaft down to the basement provides inside clear dimensions of approximately 1’-7” x 2’-5” (3.8sf). This can accommodate a 1500 CFM exhaust duct. The new exhaust duct would tie in to
the Phase 1 exhaust fan system (EFA.1 & EF-A.2) on the roof and then run down to the basement via the new shaft. A new supply air duct sized for 1500 CFM would connect to AHU-A in the
basement. The supply duct would be installed in the future and is not part of the scope of this alternate. If the 1500 CFM capacity for supply and exhaust is used in the basement it
will take away some of the capacity for future fume hoods and snorkels that was planned for levels 2 and 3. The area / quantity and program of the lab spaces in the basement would be
constrained by the available CFM. To provide 8 ACH with 1500 CFM, the lab can be no larger than 1125 SF (with 10FT ceiling height). Within that lab, 1500 CFM could accommodate approximately
(1) fume hood at 100 FPM face velocity (850 CFM exhaust) and (3) snorkels (200 CFM/each). If fume hood face velocity or snorkel flow rate were allowed to reduce, additional hoods or
snorkels may be possible. Please also refer to the Memorandum provided by Vanderweil “Cornel Olin Hall Phase 1 – Basement Alternate MEP Narrative” dated 11/14/18. Impact to coordination
and current MEP/F design: This option would require re-work of the E-Beam Deposition room HVAC layout on level 3. Supply ductwork, diffusers and piping would need to be shifted away
from corner to accommodate new shaft. The layout of this room is very tight and the new layout may require the grid to be shifted and/or impact ceiling height. On level 2, the main
supply air duct would need to be off-set via a 45 deg transition to avoid the new shaft in the corner. Nearest supply VAV may need to shift for new main routing. This option would require
rework of plumbing piping in the E-Beam Deposition room to avoid new shaft location. QRS OU 8' - 6" 12'-10"9'-7 1/4"10'-0"10'-0"10'-3"10'-3"10'-3"8'-9 3/4" SLOTTED METAL CHANNEL SUPPORT
SYSTEM 1'-1" Q R SO U HORIZONTAL GLASS SLIDING DOORSHORIZONTAL GLASS SLIDING DOORS 8' - 0" ADJUSTABLE WOOD SHELVES, TYP. SST SAFETY STATION HANDPULL 11'-4" B.O.B. SST SAFETY STATION
HANDPULL MARKERBOARDPURE WATER TAP, TYP. 10" 2' - 10" 7' - 0" TYP. EPOXY BACKSPLASH 7" 3' - 1" EPOXY PEGBOARD & DRIP TRAY PAPER TOWEL DISPENSER, OFOI 8' - 6" TYP. 4" 7" 3' - 1" 6"4"6"4"
6" 4" UPPER WOOD SHELF W/ INTEGRAL TASK LIGHT, TYP. 4' - 0" TYP. 2' - 9"1' - 3"1' - 2" 2' - 9" 1' - 3"2' - 6"1' - 0"2' - 9"1' - 3"1' - 2" 8' - 6" TYP. OPEN BEYONDOPEN BEYOND OPEN
BEYOND 5' - 0" EQEQ 6' - 0" 1' - 0" BASE 2 A9.22 3 A9.22 3 A9.22 BASE CABINET W/ INTEGRAL TOE KICK TO ALLOW FOR WHEELCHAIR ACCESS 2 A9.21 1 A9.21 2 A9.21 1 A9.21 2 A9.21 1 A9.21 MARKERBOARD
5"4" 1'-6" 7"4'-6"5"4" 3'-7"3'-8" 2 13 12'-1" V.I.F. BOTTOM OF BEAM BEYOND 11' - 4" WOOD PANEL 8' - 6" 2' - 0" ALUMINUM ELECTRICAL RACEWAY ACOUSTIC WALL PANELS 3' - 10" 4'-0" CARD READER
SLOTTED METAL CHANNEL SUPPORT SYSTEM21 3 HINGED WOOD PANEL FOR ELECTRICAL PANEL ACCESS BEHIND WOOD PANEL LAB COAT HOOKS 6' - 3"2' - 9"2' - 9" 7"6' - 0" 2 A9.11 1 A9.11 BASE, TYP. Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" 20758.00 11/30/2018 SCALE: 3/8" = 1'-0" 1 LEVEL
2 - OPEN LAB NORTH ELEVATION SCALE: 3/8" = 1'-0" 2 LEVEL 2 - OPEN LAB SOUTH ELEVATION SCALE: 3/8" = 1'-0" 4 LEVEL 2 - LAB ENTRY EAST SCALE: 3/8" = 1'-0" 3 LEVEL 2 - LAB ENTRY WEST 111/30/18ISSUED
FOR CONSTRUCTION 21 3 4 6 8' - 6" HORIZONTAL GLASS SLIDING DOOR 8' - 6" 3' - 1" BASE, TYP. EQEQ SLOTTED METAL CHANNEL & STRAP CYLINDER RESTRAINTS TO BENCH 2 1346 WOOD PANEL LAB COAT
HOOKS ADJUSTABLE SHELVING 8' - 6" 1' - 0" BASE, TYP. ALIGN EPOXY COUNTER W/ 4" EPOXY BACKSPLASH 3' - 4" 1' - 1" 3' - 3 3/4" 4' - 0" EQEQ 5' - 0" 1' - 6"2' - 0" 7' - 0" BACKSPLASH RETURN
AT WINDOWS, TYP. 3' - 11" 3' - 4" 2' - 5 1/2" 2' - 5 1/2"2' - 6" 2' - 6" 2' - 6" 2' - 6"3' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0"2' - 6" 2' - 6" 2' - 6" 2' - 6" U 3' - 5" 3' - 1"7" 3'
- 0"3' - 0" OPEN BEYOND PAPER TOWEL DISPENSER, OFOI BASE EPOXY BACKSPLASH 1' - 9"1' - 6"2' - 9"1" 1 A9.21 4"7" 4" 11"5"3' - 8" 2 A9.21 S U 3' - 0"6' - 0"3' - 0" 10"4"3' - 10"1' - 0"
1' - 0" 10" 4" 3' - 5" 3' - 1" 4 64A 3' - 5" 3' - 1" 9" 8' - 10"9" 4 3/4" 1' - 0"7' - 10 1/16"9"5"11 1/2"8' - 10" 9' - 11 3/4"10' - 0" 9" BASE, TYP. 9"9"9"9" Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell,
NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" 20758.00 11/30/2018 SCALE: 3/8" = 1'-0" 1 LEVEL 2 - EQUIPMENT CORRIDOR
WEST SCALE: 3/8" = 1'-0" 2 LEVEL 2 - EQUIPMENT CORRIDOR EAST SCALE: 3/8" = 1'-0" 3 LEVEL 2 - EQUIPMENT CORRIDOR NORTH SCALE: 3/8" = 1'-0" 4 LEVEL 2 - EQUIPMENT CORRIDOR SOUTH SCALE:
3/8" = 1'-0" 5 LEVEL 2 - EQUIPMENT SERVICE WALL 111/30/18ISSUED FOR CONSTRUCTION 3 UPPER SHELF W/ INTEGRAL LIGHT LAB ICE MACHINE 3' - 0"3' - 0"3' - 0" UPPER WOOD SHELF W/ INTEGRAL LIGHT
LAB DISHWASHERAUTOCLAVE 3' - 1"7" EPOXY PEGBOARD EPOXY BACKSPLASH 2' - 10" 2' - 9" PURE WATER TAP6"4" 4" EQEQ 1'-6" 4'-1" 1'-6" 4" 5'-1 1/2" 1 A9.21 2 A9.21 3 AUTOCLAVE 3 11" 3' - 1"
1' - 6" 8' - 0" 5' - 0" BIOSAFETY CABINET 2'-7"2'-5" 1'-3" 1'-1" 8" 8" 2'-8" 7" 2'-1" 1 A9.21 R R 3 2' - 9" 1' - 9" 1' - 6" 2' - 9" 1' - 3" 2' - 9" 1' - 0" 3' - 1"7"4" EPOXY BACKSPLASH,
TYP. 4"6" 1'-7" 6" 10"6"2'-0"3'-9" 6" 1 A9.21 2 A9.21 1 A9.21 3 7" 3' - 1" 1' - 6"2' - 9"1' - 3"1' - 0" 1' - 6" 7' - 0" 4' - 0" TYP. OPEN ADJUSTABLE SHELVING 5' - 0" 4" 6" 6" 1' -
6" 2 A9.21 1 A9.21 6 1/4" 2'-3" 2'-4" 6" 10" EQEQEQEQ 4" BASE, TYP. S S EQEQ 1'-6" 3 BIOSAFETY CABINET, OFCI 1' - 6" 12" ADJUSTABLE WOOD SHELVING BIOSAFETY CABINET, OFCI MOVABLE CABINET
W/ EPOXY TOP 8' - 0" 5' - 0" 4' - 0" 1' - 2" 5' - 6"6"6"3' - 1" 6 A9.20 3 5' - 0" 1' - 0" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 2' - 6" 10" 7" 3' - 1" 6" 4" EPOXY BACKSPLASH EQEQ
6 1/4"9"2'-1"5"2'-4"10"1'-3"5"1'-3"1'-5"7"2'-0" OPEN 1 A9.21 2' - 6"4' - 0" WALL MOUNTED CYLINDER RESTRAINTS 3 FUME HOOD 3' - 1"7" EPOXY BACKSPLASH 1' - 9" 4" 8 1/2" Q Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746
Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd
Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" 20758.00 11/30/2018 SCALE: 3/8" = 1'-0" 1 LEVEL 2 - GLASSWASH
EAST VIEW SCALE: 3/8" = 1'-0" 2 LEVEL 2 - GLASSWASH NORTH VIEW SCALE: 3/8" = 1'-0" 3 LEVEL 2 - GLASSWASH SOUTH VIEW SCALE: 3/8" = 1'-0" 4 LEVEL 2 - GLASSWASH WEST VIEW SCALE: 3/8" =
1'-0" 5 LEVEL 2 - BACTERIAL TISSUE CULTURE EAST VIEW SCALE: 3/8" = 1'-0" 6 LEVEL 2 - BACTERIAL TISSUE CULTURE NORTH VIEW SCALE: 3/8" = 1'-0" 7 LEVEL 2 - BACTERIAL TISSUE CULTURE SOUTH
VIEW SCALE: 3/8" = 1'-0" 8 LEVEL 2 - BACTERIAL TISSUE CULTURE WEST VIEW SCALE: 3/8" = 1'-0" 10 LEVEL 2 - MAMMALIAN TISSUE CULTURE EAST VIEW SCALE: 3/8" = 1'-0" 9 LEVEL 2 - MAMMALIAN
TISSUE CULTURE NORTH VIEW SCALE: 3/8" = 1'-0" 11 LEVEL 2 - MAMMALIAN TISSUE CULTURE SOUTH VIEW SCALE: 3/8" = 1'-0" 12 LEVEL 2 - MAMMALIAN TISSUE CULTURE WEST VIEW SCALE: 3/8" = 1'-0"
13 LEVEL 2 - iCVD ROOM EAST VIEW SCALE: 3/8" = 1'-0" 14 LEVEL 2 - iCVD ROOM SOUTH VIEW SCALE: 3/8" = 1'-0" 15 LEVEL 2 - iCVD ROOM WEST VIEW SCALE: 3/8" = 1'-0" 16 LEVEL 2 - iCVD ROOM
NORTH VIEW 111/30/18ISSUED FOR CONSTRUCTION WOOD BAFFLE CEILING O EQEQEQEQEQ 13' - 9" 6' - 0" 1' - 0" WHITEBOARDTACKBOARD 8' - 6" 3'-10" CARD READER 6" O 5 8' - 6" 3 OPEN BEYOND 8'
- 6" 2' - 6" 10" 7" 3' - 1" EPOXY BACKSPLASH1' - 9" 1' - 3" 2' - 9" 1' - 3" 2' - 9" 1' - 3" 2' - 9" 2'-3"4'-4"5"1'-1" 6" 9"9" 4" OXYGEN & ARGON PIPED FROM ADJACENT CYLINDER LOCATION
1 A9.21 3 1' - 0" WOOD PANEL LAB COAT HOOKS ALIGN 3' - 4" 2'-10"8'-4" 1'-6" O 8' - 6" 2'-10" 1'-6" 3'-0" 2'-11" 3'-0" MIRROR SOAP DISPENSER PAPER TOWEL DISPENSER WALL MOUNTED LIGHT
5 2'-10" 3'-0" PAPER TOWEL DISPENSER 5 1'-7 3/4" 9" 7" 4'-0" 6" SANITARY NAPKIN DISPOSAL TOILET PAPER DISPENSER TILE Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453
Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller,
P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" 20758.00 11/30/2018 SCALE: 3/8" = 1'-0" 4 LEVEL 2 - LAB WRITE-UP (YANG) EAST VIEW SCALE: 3/8" = 1'-0" 5 LEVEL
2 - LAB WRITE-UP (YANG) NORTH VIEW SCALE: 3/8" = 1'-0" 6 LEVEL 2 - LAB WRITE-UP (YANG) SOUTH VIEW SCALE: 3/8" = 1'-0" 7 LEVEL 2 - LAB WRITE-UP (YANG) WEST VIEW SCALE: 3/8" = 1'-0" 1
LEVEL 2 - LAB CORRIDOR EAST SCALE: 3/8" = 1'-0" 2 LEVEL 2 - LAB CORRIDOR WEST SCALE: 3/8" = 1'-0" 3 LEVEL 2 - LAB CORRIDOR SOUTH SCALE: 3/8" = 1'-0" 10 LEVEL 2 - RESTROOM NORTH VIEW
SCALE: 3/8" = 1'-0" 9 LEVEL 2 - RESTROOM EAST VIEW SCALE: 3/8" = 1'-0" 8 LEVEL 2 - RESTROOM WEST VIEW 111/30/18ISSUED FOR CONSTRUCTION 67 4A 8' - 6" GYPSUM BOARD CARD READER 6'-8" 4"
3'-10" 6" 4'-6 1/2" 4'-6 1/2" 4'-6 1/2" BASE, TYP. PAINTED ALUMINUM PICTURE RAIL 10 A9.11 R WOOD PANEL CARD READER 1' - 0" BASE 3'-10" 2'-1" 6'-7" R GLASS TILE BACKSPLASH 2'-6"1'-3"1'-3"1'-3"
5'-8" 2'-10" 6 TACKBOARDWHITEBOARDBASE, TYP. 1' - 1" EQ EQ EQ 10 A9.11 US1R1 8' - 6" SU R1 6' - 0" 1' - 0" MARKERBOARD 10' - 8" TACKBOARD 8' - 6" 5'-3"5'-3" CARD READER 3'-10" 6" EQEQEQEQ
1'-6" 6 Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142
Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel:
617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" 20758.00 11/30/2018 SCALE:
3/8" = 1'-0" 1 LEVEL 2 - COMMON AREA EAST SCALE: 3/8" = 1'-0" 2 LEVEL 2 - COMMON AREA NORTH SCALE: 3/8" = 1'-0" 3 LEVEL 2 - COMMON AREA SOUTH SCALE: 3/8" = 1'-0" 4 LEVEL 2 - COMMON
AREA WEST SCALE: 3/8" = 1'-0" 5 LEVEL 2 - LAB WRITE-UP (ALABI) WEST VIEW SCALE: 3/8" = 1'-0" 7 LEVEL 2 - LAB WRITE-UP (ALABI) SOUTH VIEW SCALE: 3/8" = 1'-0" 8 LEVEL 2 - LAB WRITE-UP
(ALABI) NORTH VIEW SCALE: 3/8" = 1'-0" 6 LEVEL 2 - LAB WRITE-UP (ALABI) EAST VIEW 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 301/07/19ADDENDUM 02 3467 11' 4" B.O.B. 9' -
2" 8' - 4" 10'-0" 10'-0" 10'-10" 10'-9 3/4" 10'-0" 10'-11 1/4" 3 4 6 7 8 ADJUSTABLE WOOD SHELVES, TYP. UPPER WOOD SHELF W/ INTEGRAL TASK LIGHT, TYP. WOOD BASE CABINETS, TYP. 8' - 0"
8' - 0"4" 3' - 1"7" 2' - 6"4"4" 6" OPEN BEYOND 1'-0 3/4" 1'-6" 1'-3" 2'-9" 1'-4" 1'-9" 2'-6" 2'-6" 2'-6" 2'-6" 1'-6" 1'-3" 2'-9" 2'-0" 1'-0"1'-3" 2'-0" 5" 4'-2" 2'-0" 5" 2'-0"5"1'-0"
4" 4" 6" 4" 2'-10" 2 A9.21 1 A9.21 1 A9.21 2 A9.21 EQEQ 2 A9.22 3 A9.22 ADJUSTABLE SHELVING 1'-0" 1'-0" 2'-9" BASE, TYP. 2 A9.21 IN-USE LIGHT SU OPEN BEYOND U UPPER WOOD SHELF W/ INTEGRAL
LIGHT FUTURE FUME HOOD. PROVIDE OVERHEAD UTILTIES FOR FUTURE HOOK UP FUME HOOD 9' - 2" EPOXY BACKSPLASH 1 A9.21 Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453
Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller,
P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" 20758.00 11/30/2018 SCALE: 3/8" = 1'-0" 1 LEVEL 3 - OPEN LAB EAST SCALE: 3/8" = 1'-0" 2 LEVEL 3 - OPEN LAB
WEST SCALE: 3/8" = 1'-0" 3 LEVEL 3 - OPEN LAB NORTH SCALE: 3/8" = 1'-0" 4 LEVEL 3 - OPEN LAB SOUTH 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 S1 2' - 6"2' - 6"2' - 6"2' -
5"1' - 9" EPOXY BACKSPLASH 6"9"4'-10"5"2'-1"5" 1 A9.21 7" 3'-1" S1 WOOD PANEL LAB COAT HOOKS 1' - 0"6' - 0" 3' - 0" 2 A9.11 BASE SS1 ACOUSTIC PANEL WALL COVERING BASE, TYP. 3' - 9"
ALUMINUM ELECTRICAL RACEWAY 8' - 4" 1' - 0" 4'-0" S S1 6' - 0" 1' - 0" 4' - 6" WOOD PANELS LAB COAT HOOKS 2' - 6" 2' - 6" 3' - 1"7" EQEQ ELECTRICAL PANEL 2 A9.11 ACOUSTIC WALL PANELS
2'-6" 2'-6" S S1 UPPER WOOD SHELF W/ INTEGRAL TASK LIGHT OPEN BEYOND ADJUSTABLE WOOD SHELVING, TYP. 6" 5' - 0" 2' - 3"2' - 3"2' - 3" 1' - 6"2' - 0"2' - 6" 2' - 6" 6" 4" 7" 3' - 1" EPOXY
BACKSPLASH 2'-2"1'-8"10"5"6" 1 A9.21 S S1 3' - 1" ALUMINUM ELECTRICAL PLUGMOLD 2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6" EQEQ 11" 2 11' - 3" 8' - 4" 23 3'-1" 4'-1" 1'-6"
TU MOVABLE CABINET 4' - 0"3' - 1" 4' - 0" 1'-6" 2 3 MOBAVLE CABINET 3' - 0"3' - 0" 2' - 6" 10" 7" 3' - 1" EPOXY BACKSPLASH ADJUSTABLE WOOD SHELVING, TYP. UPPER WOOD SHELF W/ INTEGRAL
LIGHT 6"6" FUME HOOD 1'-6"5"5"1'-7" 4" 1 A9.21 1 A9.21 Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
3/8" = 1'-0" 20758.00 11/30/2018 SCALE: 3/8" = 1'-0" 1 LEVEL 3 - LAB SOUTH ENTRANCE NORTH VIEW SCALE: 3/8" = 1'-0" 2 LEVEL 3 - LAB SOUTH ENTRANCE SOUTH VIEW SCALE: 3/8" = 1'-0" 3 LEVEL
3 - LAB NORTH ENTRANCE NORTH VIEW SCALE: 3/8" = 1'-0" 4 LEVEL 3 - LAB NORTH ENTRANCE SOUTH VIEW SCALE: 3/8" = 1'-0" 5 LAB EQUIPMENT ROOM SOUTH VIEW SCALE: 3/8" = 1'-0" 6 LAB EQUIPMENT
ROOM NORTH VIEW SCALE: 3/8" = 1'-0" 7 LAB EQUIPMENT ROOM WEST VIEW SCALE: 3/8" = 1'-0" 8 E-BEAM ROOM EAST VIEW SCALE: 3/8" = 1'-0" 9 E-BEAM ROOM NORTH VIEW SCALE: 3/8" = 1'-0" 10 E-BEAM
ROOM WEST VIEW SCALE: 3/8" = 1'-0" 11 E-BEAM ROOM SOUTH VIEW 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 S VENTILATED ENCLOSURE, NICUPPER WOOD SHELF W/ INTEGRAL LIGHT EPOXY
BACKSPLASH 1' - 6"2' - 6"2' - 6"2' - 6"2' - 6"1' - 6"1" 7" 3' - 1" 5"2'-3"2'-8"5"2'-5"10"1'-6"5"1'-3" 4" 1 A9.21 7 S1 GAS CABINET VENTILATED ENCLOSURE, NIC 1' - 3"2' - 6"2' - 6"1' -
9"1' - 3" 6"10"10"1'-6"5"1'-8"2'-8"5" 1 A9.21 SS1 FUME HOOD 2' - 6" 2' - 6"1' - 3"1' - 0" 2' - 6" 10" 7" 3' - 1" UPPER WOOD SHELF W/ INTEGRAL LIGHT ADJUSTABLE WOOD SHELVING, TYP. EPOXY
BACKSPLASHBASE 1'-3"1'-8"11"2'-2"5" 4" 1 A9.21 S1 1"1' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"1' - 6"1' - 0" LANGMUIR TROUGH, NIC UPPER WOOD SHELF W/ INTEGRAL LIGHT 2' - 6" 10" 7" 3'
- 1" 6" 1'-3"5"1'-9"2'-7"2'-9"1'-6 1/2"5"1'-4"10"2'-3"5" 4" 2 A9.21 6 S1 UPPER WOOD SHELF W/ INTEGRAL LIGHT LIGHT-BLOCKING CURTAIN 1'-2"5"2'-1" BASE, TYP. 1 A9.21 ADJUSTABLE WOOD SHELVING
BASE, TYP. 1 A9.21 1'-0" 3'-0" 2'-5"5"1'-2" Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date
Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic
Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" =
1'-0" 20758.00 11/30/2018 SCALE: 3/8" = 1'-0" 1 SUPPORT ROOM 2 NORTH VIEW SCALE: 3/8" = 1'-0" 2 SUPPORT ROOM 2 WEST VIEW SCALE: 3/8" = 1'-0" 3 SUPPORT ROOM 2 SOUTH VIEW SCALE: 3/8"
= 1'-0" 4 SUPPORT ROOM 1 NORTH VIEW SCALE: 3/8" = 1'-0" 5 SUPPORT ROOM 1 SOUTH VIEW SCALE: 3/8" = 1'-0" 6 SUPPORT ROOM 1 WEST VIEW SCALE: 3/8" = 1'-0" 7 LIGHT SCATTERING ROOM SOUTH
VIEW SCALE: 3/8" = 1'-0" 8 FLUORESCENCE MICROSCOPE ROOM NORTH VIEW SCALE: 3/8" = 1'-0" 9 FLUORESCENCE MICROSCOPE ROOM SOUTH VIEW SCALE: 3/8" = 1'-0" 10 FLUORESCENCE MICROSCOPE ROOM
EAST VIEW 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 3 6 GLASS PANEL W/ CUSTOM SUPER GRAPHIC TACKBOARD WHITEBOARD 2' - 10" 2' - 10" 4 7/8" 1' - 6 9/16" 3' - 0" 4"6'-8" 3'-10"
CARD READER 367 4A WHITEBOARDTACKBOARD 1'-10" 3'-8" BASE QR R1 23 BASE, TYP. 2 3 8' - 4" Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel:
617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 3/8" = 1'-0" 20758.00 11/30/2018 SCALE: 3/8" = 1'-0" 2 ACCESS CORRIDOR WEST VIEW SCALE: 3/8" = 1'-0" 1 ACCESS CORRIDOR EAST VIEW SCALE: 3/8" = 1'-0" 3 WRITE-UP
(ABBOTT) NORTH VIEW SCALE: 3/8" = 1'-0" 4 WRITE-UP (ABBOTT) EAST VIEW SCALE: 3/8" = 1'-0" 5 WRITE-UP (ABBOTT) WEST VIEW 111/30/18ISSUED FOR CONSTRUCTION 2 2 1 1 3 34 6 6 7 7 8 8 5 Q
P R S T O U 9 S1 R1 4A Q1 5.1 4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0" 10' - 10"15' - 5 1/2"25' - 0" 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0" 10' - 0"20' - 0"20'
- 0" NEW GYPSUM BOARD VERTICAL FASCIA 8' - 6"CH APC2 9' - 6"CH BAFFLE 8' - 6"CH GYP EXISTING ACOUSTIC TILE CEILING. REPLACE OR PATCH AS NEEDED TO MATCH EXISTING. 9' - 6"CH BAFFLE 8'
- 6"CH GYP 8' - 6"CH GYP 8' - 6"CH GYP 8' - 6"CH APC2 8' - 6"CH APC2 8' - 6"CH APC2 8' - 6"CH GYP 8' - 6"CH GYP 8' - 6"CH APC1 EXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL UTILITIES
EXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL UTILITIES SLOTTED CHANNEL FRAMING SUPPORT SYSTEM, PAINTED, TYP. 8' - 6"CH GYP 8' - 2"CH APC1 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10
LPA-10 LPA-10 PA PA PA PA PA PA PA PA PA PA PA PA PA PAPAPAPAPA PA PA PA PA LINEAR WALL WASH FIXTURE EXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL UTILITIES 8' - 6"CH APC2 RLA-10
8' - 6"CH GYP 8' - 6"CH APC2 LINEAR WALL WASH FIXTURE 8' - 6"CH GYP LINEAR WALL WASH FIXTURE RLC-10 PA PA PA PA PA LPB LPB LPB DWA DWA DWA RLC-8 RLC-8 RLC-8 RLC-8 RLC-8 RLC-8 DWB RA
RA RLA-12 RLA-12 EQ EQ EQ F OS RLA-12 RLA-12 EQEQ F OS EQEQ OS EQEQ OSF RA EQEQ EQ EQ RLA-10 RLA-10 4' - 7 3/8"4"4' - 7"6"4' - 7"4"4' - 7"6"4' - 7"4"4' - 10" 3 3/4" 4'-2 1/4" 2'-11
3/4" 2'-11 3/4" 2'-11 3/4" 3'-5" 3'-5" 3'-5" 3'-3 3/4" 3'-3 3/4" 3'-3 3/4" 3'-3" 3'-3" 3'-3" 3'-4" 3'-4" 3'-4" 3'-2 3/4" 3'-2 3/4" 3'-2 3/4" 3'-0 3/4" 3'-0 3/4" 3'-0 3/4" 4'-2 1/4"
3 3/4" 2 3/4" 2'-11 3/4"2'-11 3/4"2'-11 3/4"2'-11 3/4" EQEQ EQEQ EQEQ RLA-8 EQEQ EQ 2'-0" EQEQ EQEQ EQEQ EQEQ EQ EQ EQEQ EQEQ EQEQ EQEQ EQEQ EQEQ 7'-2 1/4"4'-2"6"8'-2"4'-11 3/4" EQEQEQEQ
EQEQ 8 A9.11 8 A9.11 EXISTING MANUAL ROLLER SHADES TO REMAIN, TYPICAL. ACOUSTICAL PANEL BETWEEN ALL COFFERS IN WRITE UP AREAS. TYP. ACOUSTICAL PANEL BETWEEN ALL COFFERS IN WRITE UP
AREAS. TYP. 10 A9.01 1HR FIRE RATED SOFFIT 2'-0" 2'-0" 8' - 6"CH GYP NEW GYPSUM BOARD SOFFIT 2'-0" 7' - 2" GYPSUM SOFFIT. ACOUSTICAL PANEL CEILING, 2 X 4 PANELS (APC 2), & WITH MYLAR
COATING (APC 3). ACOUSTICAL PANEL CEILING, 2 X 2 PANELS (APC 1). LINEAR DIRECT/INDIRECT PENDANT , OCCUPANCY & DAYLIGHT SENSOR CONTROLLED. LINEAR WALL WASH PENDANT. PENDANT DOWNLIGHT
FIXTURE. REFLECTED CEILING PLAN LEGEND SPRINKLER HEAD. FIRE ALARM. RECESSED DOWNLIGHT FIXTURE. PAINTED WOOD BAFFLE CEILING RECESSED LINEAR DOWNLIGHT. OCCUPANCY SENSOR. F OS REFLECTED
CEILING PLAN GENERAL NOTES A. CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE REQUIRED TO
CARRY OUT WORK ADJACENT TO, BUT OUTSIDE INDICATED LIMITS. B. ALL EXPOSED CEILING EQUIPMENT AND EXPOSED STRUCTURE TO BE PAINTED. C. LIGHTING FOR BUILDING SERVICES SPACES SHOWN IN ELECTRICAL
DRAWINGS. D. CEILING IS OPEN TO STRUCTURE UNLESS OTHERWISE NOTED. E. ALL ACOUSTIC PANEL CEILING LAYOUTS TO BE CENTERED ON ROOM UNLESS OTHERWISE NOTED. Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell,
NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM
01 2 2 1 1 3 34 6 6 7 7 8 8 5 Q R S T U 9 S1 R1 4A Q1 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0" 10"20' - 0"20' - 0"19' - 0"1' - 0" 10' - 10"15' - 5 1/2"25' - 0"10'
- 0"20' - 0"20' - 0" LPA-10 PA EXISTING ACOUSTIC TILE CEILING. REPLACE OR PATCH AS NEEDED TO MATCH EXISTING. 9' - 9"CH BAFFLE 9' - 9"CH BAFFLE 8' - 4"CH GYP 8' - 4"CH APC2 8' - 4"CH
APC2 8' - 4"CH APC2 8' - 4"CH APC2 8' - 4"CH GYP EXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL UTILITIESSLOTTED CHANNEL FRAMING SUPPORT SYSTEM, PAINTED, TYP. EXPOSED TO STRUCTURE
ABOVE. PAINT STRUCTURE & ALL UTILITIES PA PA PA PA PA PA LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 8' - 4"CH APC2 8' - 0"CH APC1 8' - 4"CH GYP 8' - 4"CH APC2 PA PA LPB RLC-8 RLC-8 RLC-8
RLC-22 RLC-12 RLC-12 11' - 3"CH GYP 8' - 4"CH GYP NEW GYP. BD VERTICAL FASCIA EQEQ EQEQEQEQ EQEQ DWA 2'-0" 3'-0" EQEQ EQ EQ 2'-0" 3 3/4" 2'-6 1/4"2'-6 1/4"3'-6 1/4"3'-6 1/4"3'-6 1/4"3'-5
3/4"3'-5 3/4"3'-5 3/4"3'-7 1/4"3'-7 1/4"3'-7 1/4"3'-5 3/4"3'-5 3/4"3'-5 3/4"3'-4"3'-4"3'-4"3'-6 1/4"3'-6 1/4"3'-6 1/4"2'-10 3/4"2'-10 3/4" 3 3/4" 2'-11"2'-11"2'-11"2'-11" 3 3/4" NEW
ROOF OPENING ABOVE CEILING F OS OS RLA-10 F OS RLA-12 F OS RLA-12 OS RLA-10 RLA-16 OS OS F RLA-10 EQEQ EQEQEQ EQ EQEQ 1'-0" EQ EQEQEQ EQ EQ EQEQ EQ EQ EQ EQ EQEQ EQEQEQEQEQEQEQEQ EQEQ
EQEQEQEQEQEQ EQ EQ EQEQ EQEQEQEQEQEQ 1'-9" EQEQEQEQEQEQ 8' - 4"CH APC2 2'-0" DWA DWA 8 A9.11 EXISTING MANUAL ROLLER SHADES TO REMAIN, TYPICAL. F F ACOUSTICAL PANEL BETWEEN ALL COFFERS
IN WRITE UP AREAS. TYP. 8' - 4"CH APC2 F OS RLA-6 RLA-6 1'-8" 8' - 4"CH GYP EQEQEQEQ PA GYPSUM SOFFIT. ACOUSTICAL PANEL CEILING, 2 X 4 PANELS (APC 2), & WITH MYLAR COATING (APC 3).
ACOUSTICAL PANEL CEILING, 2 X 2 PANELS (APC 1). LINEAR DIRECT/INDIRECT PENDANT , OCCUPANCY & DAYLIGHT SENSOR CONTROLLED. LINEAR WALL WASH PENDANT. PENDANT DOWNLIGHT FIXTURE. REFLECTED
CEILING PLAN LEGEND SPRINKLER HEAD. FIRE ALARM. RECESSED DOWNLIGHT FIXTURE. PAINTED WOOD BAFFLE CEILING RECESSED LINEAR DOWNLIGHT. OCCUPANCY SENSOR. F OS REFLECTED CEILING PLAN GENERAL
NOTES A. CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE REQUIRED TO CARRY OUT WORK ADJACENT
TO, BUT OUTSIDE INDICATED LIMITS. B. ALL EXPOSED CEILING EQUIPMENT AND EXPOSED STRUCTURE TO BE PAINTED. C. LIGHTING FOR BUILDING SERVICES SPACES SHOWN IN ELECTRICAL DRAWINGS. D. CEILING
IS OPEN TO STRUCTURE UNLESS OTHERWISE NOTED. E. ALL ACOUSTIC PANEL CEILING LAYOUTS TO BE CENTERED ON ROOM UNLESS OTHERWISE NOTED. Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 301/07/19ADDENDUM 02
LEVEL 1 0" LEVEL 0 -12' - 0" 1 LLENROC STONE TO MATCH EXISTING CONCRETE CAP GALVANIZED METAL AREAWAY GRATING NEW CONCRETE AREAWAY RETAINING WALL FIXED LOUVER NEW DRAIN 1' ABOVE GRADE
GRAVEL FILL A8.00 3 A8.00 2 AREAWAY SLAB. SLOPE TO DRAIN 3' - 0" WATERPROOFING LOUVER TUBE SUPPORT FIXED LOUVER ALUMINUM MESH INSECT SCREEN SEALANT EXISTING STONE MASONRY FLASHING LOUVER
TUBE SUPPORT FIXED LOUVER ALUMINUM MESH INSECT SCREEN FACTORY FORMED SILL PAN WATERPROOFING Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 SCALE: DETAIL 1/2" = 1'-0" 1 SECTION AT NEW AREAWAY SCALE: DETAIL 3" = 1'-0" 3 LOUVER HEADER DETAIL SCALE:
DETAIL 3" = 1'-0" 2 LOUVER SILL DETAIL 111/30/18ISSUED FOR CONSTRUCTION S U 20' - 0" GALVANIZED METAL GRATE CATWALK PERFORATED ALUMINUM SCREEN W/ CUSTOM FINISH GALVANIZED STEEL GUARDRAIL
& HANDRAIL GALVANIZED STEEL SUPPORT DUNNAGE, TYP. EXHAUST FAN HEAT RECOVERY SYSTEM EXHAUST STACK 10' - 0" 2' - 0" 13' - 1 1/2" PERFORATED BOX -RIB METAL PANELS STRUCTURAL STEEL FRAMING
END OF PANELS ALIGNED WITH FACE OF TUBE STRUCTURAL STEEL FRAMING 10' - 0" PERFORATED ALUMINUM SCREEN W CUSTOM FINISH CONTINUOUS 4X6 ANGLE 4" 7" 6' - 11" 7" 6" 1' - 1" 2' - 0" GALVANIZED
STEEL STAIR TREAD GALVANIZED STEEL STRINGER BEYOND 7" 11" ABRASIVE NOSING 1' - 0 3/16" BASE PLATE AND SHIM GALVANIZED STEEL POST. SEE STRUCT. PVC SHEET SHEET FLASHING, HOT-AIR WELD
SHEET FLASHING FASTENER REMOVE EXISTING ROOFING SYSTEM AT DUNNAGE POSTS EXISTING CONCRETE ROOF SLAB INSULATION TO MATCH EXISTING SEALANT SS HOSE CLAMP PATCH ROOFING AT EXISTING DUCTWORK
SHEET METAL FLASHING PRESSURE TREATED, FIRE TREATED WOOD BLOCKING 3/4" PLYWOOD FRAMING ROOFING MEMBRANE COVER BOARD RIGID INSULATION VAPOR RETARDER CONCRETE SLAB RIGID INSULATION STAINLESS
STEEL TERMINATION BAR LAP ROOFING MEMBRANE ONTO DUCTWORK LAP/ADHERE VAPOR RETARDER ONTO DUCTWORK 8" MINIMUM EXHAUST STACKS EXHAUST FAN RECOVERY SYSTEM GALVANIZED METAL GRATE CATWALK
W/ GALVANIZED STEEL GUARDRAIL PERFORATED ALUMINUM SCREEN W/ CUSTOM FINISH GALVANIZED STEEL SUPPORT DUNNAGE, TYP. GALAVANIZED STEEL GRATE STAIR & GALVANIZED STEEL GUARDRAIL. NEW DUCTWORK
2 3 4 6 170.40° 2'-0"5'-0"5'-0"13'-1 1/2" EXHAUST STACKS PERFORATED ALUMINUM SCREEN W/ CUSTOM FINISH GALVANIZED STEEL SUPPORT DUNNAGE, TYP. ALUMINUM EDGE TRIM Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell,
NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 SCALE: SECTION DETAIL 3/8" = 1'-0" 1 SECTION AT
ROOF MECHANICAL SCREEN SCALE: PLAN DETAIL 1 1/2" = 1'-0" 7 SCREENWALL CORNER DETAIL SCALE: SECTION DETAIL 1/2" = 1'-0" 2 SCREEN WALL SECTION SCALE: SECTION DETAIL 3" = 1'-0" 4 ROOF
STAIR TREAD DETAIL SCALE: SECTION DETAIL 3" = 1'-0" 6 DUNNAGE AT ROOF DETAIL SCALE: SECTION DETAIL 3" = 1'-0" 5 TYPICAL DUCTWORK PENETRATION AT ROOF SCALE: DETAIL 3 PENTHOUSE AXON SCALE:
SECTION DETAIL 3/16" = 1'-0" 8 PENTHOUSE SCREEN WALL ELEVATION 111/30/18ISSUED FOR CONSTRUCTION UNDERSIDE OF STRUCTURE 4 7/8" (3 5/8" STUD) NO FIRE RESISTANCE RATING STC = 40-44 4
7/8" (3 5/8" STUD) 1 HOUR RATING -UL# U465 STC = 40-44 7 1/4" (6" STUD) NO FIRE RESISTANCE RATING STC = 40-44 7 1/4" (6" STUD) 1 HOUR FIRE -UL# U465 STC = 40-44 HEAD CEILING PLAN
BASE PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED METAL STUDS 5/8" GYPSUM BOARD, TYPE X AT A1 AND A3 PARTITIONS (7
1/4") 4 7/8" LIMITING HEIGHT 14'-10" LIMITING HEIGHT 14'-10" LIMITING HEIGHT 21'-6" LIMITING HEIGHT 21'-6" TOP OF SLAB FLOOR RUNNER SEALANT A A1 A2 A3 4 7/8" (3 5/8" STUD) NO FIRE
RESISTANCE RATING STC = 45-49 4 7/8" (3 5/8" STUD) 1 HOUR RATING -UL# U465 STC = 45-49 7 1/4" (6" STUD) NO FIRE RESISTANCE RATING STC = 45-49 7 1/4" (6" STUD) 1 HOUR FIRE -UL# U465
STC = 45-49 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED 5/8" GYPSUM BOARD, TYPE X AT B1 AND B3 PARTITIONS (7 1/4")
4 7/8" 3 1/2" SOUND ATTENUATION INSULATION METAL STUDS HEAD CEILING PLAN BASE TOP OF SLAB FLOOR RUNNER SEALANT LIMITING HEIGHT 14'-10" LIMITING HEIGHT 14'-10" LIMITING HEIGHT 21'-6"
LIMITING HEIGHT 21'-6" UNDERSIDE OF STRUCTURE B B1 B2 B3 5 1/2" UNBALANCED (3 5/8" STUD) NO FIRE RESISTANCE RATING STC = 50-54 5 1/2" UNBALANCED (3 5/8" STUD) 1 HOUR RATING -UL# U419
STC = 50-54 7 7/8" UNBALANCED (6" STUD) NO FIRE RESISTANCE RATING STC = 50-54 7 7/8" UNBALANCED (6" STUD) 1 HOUR RATING -UL# U419 STC = 50-54 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW
CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED 5/8" GYPSUM BOARD, TYPE X AT C1 AND C3 PARTITIONS (7 7/8") 5 1/2" METAL STUDS HEAD CEILING PLAN BASE 3 1/2" SOUND
ATTENUATION INSULATION TOP OF SLAB FLOOR RUNNER SEALANT LIMITING HEIGHT 14'-10" LIMITING HEIGHT 14'-10" LIMITING HEIGHT 21'-6" LIMITING HEIGHT 21'-6" UNDERSIDE OF STRUCTURE C C1 C2
C3 6 1/8" (3 5/8" STUD) NO FIRE RESISTANCE RATING STC = 55-59 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED 5/8" GYPSUM
BOARD, DOUBLE LAYER EACH SIDE TYPE X AT D1 AND D3 PARTITIONS (8 1/2") 6 1/8" 6 1/8" (3 5/8" STUD) 2 HOUR FIRE -UL# U411 STC = 55-59 8 1/2" (6" STUD) NO FIRE RESISTANCE RATING STC =
55-59 8 1/2" (6" STUD) 2 HOUR FIRE -UL# U411 STC = 55-59 METAL STUDS HEAD CEILING PLAN BASE 3 1/2" SOUND ATTENUATION INSULATION TOP OF SLAB FLOOR RUNNER SEALANT LIMITING HEIGHT 14'-10"
LIMITING HEIGHT 14'-10" LIMITING HEIGHT 21'-6" LIMITING HEIGHT 21'-6" UNDERSIDE OF STRUCTURE D D1 D2 D3 CHASE WALL (2 1/2" STUD) NO FIRE RESISTANCE RATING STC = 50-54 PROVIDE CASING
BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED METAL STUDS 5/8" GYPSUM BOARD, 1 OR 2 LAYERS EACH SIDE, TYPE X AT FIRE RATED PARTITIONS
FLOOR RUNNER TOP OF SLAB DEPTH INDICATED IN PLAN (10 3/4" MIN) CHASE WALL (2 1/2" STUD) 1 HOUR FIRE -UL# U420 STC = 50-54 CHASE WALL (2 1/2" STUD) 2 HOUR FIRE -UL# U420 STC = 55-59
9 1/2" MIN. INTERNAL BRACING: BRACE EACH STUD 4'-0" O.C. MAX VERTICALLY WITH STEEL RUNNERS FUTURE 2 1/2" SOUND ATTENUATION INSULATION HEAD CEILING PLAN BASE SEALANT UNDERSIDE OF STRUCTURE
G G1 G2 G3 UNDERSIDE OF STRUCTURE 1 1/2" INTERIOR FURRED WALL (7/8" RIGID FURRING CHANNEL) NO FIRE RESISTANCE RATING NO ACOUSTIC RATING 1 5/8" EXTERIOR FURRED WALL (1" Z-FURRING CHANNEL)
NO FIRE RESISTANCE RATING NO ACOUSTIC RATING PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED 1" THERMAL INSULATION -H1
ONLY BASE CONSTRUCTION, NEW OR EXISTING TOP OF SLAB 3" MIN RIGID FURRING CHANNEL OR Z-SHAPED FURRING CHANNEL EXTEND GYPSUM BOARD TO UNDERSIDE OF STRUCTURE IF NO CEILING SCHEDULED VAPOR
RETARDER -H1 ONLY RIGID FURRING CHANNEL OR Z-FURRING CHANNEL 5/8" GYPSUM BOARD HEAD CEILING PLAN BASE FUTURE FUTURE 1 1/2" (1 5/8") H H1 H2 H3 UNDERSIDE OF STRUCTURE 3 1/8" FURRED
WALL (2 1/2" STUD) NO FIRE RESISTANCE RATING NO ACOUSTIC RATING PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED METAL
STUDS 5/8" GYPSUM BOARD FLOOR RUNNER TOP OF SLAB 4 1/4" FURRED WALL (3 5/8" STUD) NO FIRE RESISTANCE RATING NO ACOUSTIC RATING FURRING BRACKETS 3" MIN 1/4" MINIMUM CLEARANCE EXTEND
GYPSUM BOARD TO UNDERSIDE OF STRUCTURE IF NO CEILING SCHEDULED VARIES 6 5/8" FURRED WALL (6" STUD) NO FIRE RESISTANCE RATING NO ACOUSTIC RATING 2 1/4" FURRED WALL (1 5/8" STUD) NO
FIRE RESISTANCE RATING NO ACOUSTIC RATING HEAD CEILING PLAN BASE J J1 J2 J3 UNDERSIDE OF STRUCTURE 4 1/4" SINGLE SIDED (3 5/8" STUD) NO FIRE RESISTANCE RATING STC = <30 PROVIDE CASING
BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED METAL STUDS 5/8" GYPSUM BOARD, 2 LAYERS OF TYPE X AT K1 AND K3 PARTITIONS LIMITING HEIGHT
13'-6" LIMITING HEIGHT 13'-6" LIMITING HEIGHT 20'-0" LIMITING HEIGHT 20'-0" 4 7/8" SINGLE SIDED (3 5/8" STUD) 1 HOUR RATING -UL# V497 STC = 30-35 6 5/8" SINGLE SIDED (6" STUD) NO
FIRE RESISTANCE RATING STC = <30 7 1/4" SINGLE SIDED (6" STUD) 1 HOUR RATING -UL# V497 STC = 30-35 VARIES 3 1/2" SOUND ATTENUATION INSULATION AT K1 AND K3 PARTITIONS ONLY HEAD CEILING
PLAN BASE TOP OF SLAB FLOOR RUNNER SEALANT K K1 K2 K3 HEAD CEILING PLAN BASE SHAFT WALL (2 1/2" STUD) 1 HOUR RATING -UL# U415 STC = 35-39 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW
SHAFT-WALL RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED SHAFT-WALL STUDS 5/8" TYPE X GYPSUM BOARD SHAFT-WALL RUNNER TOP OF SLAB (4 5/8") 3 1/8" LIMITING HEIGHT 10'-10"
SHAFT WALL (2 1/2" STUD) 1 HOUR RATING -UL# U415 STC = 40-45LIMITING HEIGHT 10'-10" SHAFT WALL (4" STUD) 1 HOUR RATING -UL# U415 STC = 35-39LIMITING HEIGHT 15'-3" SHAFT WALL (4"
STUD) 1 HOUR RATING -UL# U415 STC = 40-45LIMITING HEIGHT 15'-3" 1" GYPSUM LINER PANEL 1/2" SOUND ATTENUATION INSULATION AT N1 & N3 PARTITIONS ONLY SEALANT UNDERSIDE OF STRUCTURE N N1
N2 N3 SHAFT WALL (2 1/2" STUD) 2 HOUR RATING -UL# U415 STC = 40-44 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW SHAFT-WALL RUNNER DEFLECTION ALLOWANCE SHAFT-WALL STUDS 5/8" TYPE X GYPSUM
BOARD, DOUBLE LAYER (5 1/4") 3 3/4" LIMITING HEIGHT 11'-7" SHAFT WALL (2 1/2" STUD) 2 HOUR RATING -UL# U415 STC = 45-49LIMITING HEIGHT 11'-7" SHAFT WALL (4" STUD) 2 HOUR RATING -UL#
U415 STC = 40-44LIMITING HEIGHT 16'-2" SHAFT WALL (4" STUD) 2 HOUR RATING -UL# U415 STC = 45-49LIMITING HEIGHT 16'-2" 1" GYPSUM LINER PANEL 1/2" SOUND ATTENUATION INSULATION AT P1
& P3 PARTITIONS ONLY HEAD CEILING PLAN BASE SUSPENDED CEILING WHERE SCHEDULED SHAFT-WALL RUNNER TOP OF SLAB SEALANT UNDERSIDE OF STRUCTURE P P1 P2 P3 HEAD CEILING PLAN BASE UNDERSIDE
OF STRUCTURE 6" NOMINAL CONCRETE MASONRY UNIT NO FIRE RESISTANCE RATING STC = 45 FIRE SAFING OR COMPRESSIBLE FILLER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED CONCRETE MASONRY
UNITS 4" HIGH CONCRETE MASONRY UNITS STARTER COURSE, IF APPLICABLE LIMITING HEIGHT 18'-0" LIMITING HEIGHT 18'-0" LIMITING HEIGHT 18'-0" 6" NOMINAL CONCRETE MASONRY UNIT 1 HOUR FIRE
-UL# U906 STC = 45 6" NOMINAL CONCRETE MASONRY UNIT 2 HOUR FIRE -UL# U906 STC = 45 STAGGERED STEEL RESTRAINT ANGLES 5 5/8" TOP OF SLAB SEALANT U U1 U2 HEAD CEILING PLAN BASE 8" NOMINAL
CONCRETE MASONRY UNIT NO FIRE RESISTANCE RATING STC = 47LIMITING HEIGHT 24'-0" LIMITING HEIGHT 24'-0" LIMITING HEIGHT 24'-0" 8" NOMINAL CONCRETE MASONRY UNIT 1 HOUR FIRE -UL# U905 STC
= 47 8" NOMINAL CONCRETE MASONRY UNIT 2 HOUR FIRE -UL# U905 STC = 47 7 5/8" LIMITING HEIGHT 24'-0" 8" NOMINAL CONCRETE MASONRY UNIT 3 HOUR FIRE -UL# U905 STC = 47 SUSPENDED CEILING
WHERE SCHEDULED CONCRETE MASONRY UNITS TOP OF SLAB SEALANT UNDERSIDE OF STRUCTURE FIRE SAFING OR COMPRESSIBLE FILLER DEFLECTION ALLOWANCE 4" HIGH CONCRETE MASONRY UNITS STARTER COURSE,
IF APPLICABLE STAGGERED STEEL RESTRAINT ANGLES V V1 V2 V3 UNDERSIDE OF STRUCTURE 4 1/4" SINGLE SIDED (3 5/8" STUD) NO FIRE RESISTANCE RATING STC = <30 PROVIDE CASING BEAD WHERE EXPOSED
TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED METAL STUDS 5/8" GYPSUM BOARD, 2 LAYERS OF TYPE X AT L1 AND L3 PARTITIONS LIMITING HEIGHT 13'-6" LIMITING
HEIGHT 13'-6" LIMITING HEIGHT 20'-0" LIMITING HEIGHT 20'-0" 4 7/8" SINGLE SIDED (3 5/8" STUD) 1 HOUR RATING -UL# V497 STC = 30-35 6 5/8" SINGLE SIDED (6" STUD) NO FIRE RESISTANCE
RATING STC = <30 7 1/4" SINGLE SIDED (6" STUD) 1 HOUR RATING -UL# V497 STC = 30-35 VARIES 2 1/2" SPRAY-APPLIED INSULATION HEAD CEILING PLAN BASE TOP OF SLAB FLOOR RUNNER SEALANT L
L1 L2 L3 BASE CONSTRUCTION, NEW OR EXISTING Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date
Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic
Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1 1/2"
= 1'-0" 20758.00 11/30/2018 SCALE: 1 1/2" = 1'-0" A GYPSUM BOARD PARTITION - TYPICAL, NO SOUND ATTENUATION SCALE: 1 1/2" = 1'-0" B GYPSUM BOARD PARTITION - TYPICAL, SOUND ATTENUATION
SCALE: 1 1/2" = 1'-0" C GYPSUM BOARD PARTITION - UNBALANCED SCALE: 1 1/2" = 1'-0" D GYPSUM BOARD PARTITION - DOUBLE SCALE: 1 1/2" = 1'-0" G CHASE WALL PARTITION SCALE: 1 1/2" = 1'-0"
H GYPSUM BOARD PARTITION - CHANNEL-FURRED SCALE: 1 1/2" = 1'-0" J GYPSUM BOARD PARTITION - STUD-FURRED SCALE: 1 1/2" = 1'-0" K GYPSUM BOARD PARTITION - SINGLE-SIDED SCALE: 1 1/2" =
1'-0" N SHAFT WALL PARTITION - 1 HOUR SCALE: 1 1/2" = 1'-0" P SHAFT WALL PARTITION - 2 HOUR SCALE: 1 1/2" = 1'-0" U 6" NOMINAL CONCRETE MASONRY UNIT PARTITION SCALE: 1 1/2" = 1'-0"
V 8" NOMINAL CONCRETE MASONRY UNIT PARTITION SCALE: 1 1/2" = 1'-0" L GYPSUM BOARD PARTITION - SPRAY-INSULATED 111/30/18ISSUED FOR CONSTRUCTION 3/8" TYP AS SCHEDULED PARTITION FLOOR
RUNNER BASE AS SCHEDULED 5/8" GYPSUM BOARD, MULTIPLE LAYERS WHERE INDICATED UNRATED PARTITIONS 3/8" TYP AS SCHEDULED PARTITION FLOOR RUNNER BASE AS SCHEDULED 5/8" GYPSUM BOARD, MULTIPLE
LAYERS WHERE INDICATED SOUND ATTENUATED PARTITIONS 3/4" MAX AS SCHEDULED PARTITION FLOOR RUNNER BASE AS SCHEDULED 5/8" GYPSUM BOARD, MULTIPLE LAYERS WHERE INDICATED SMOKE-RATED PARTITIONS
ACOUSTICAL SEALANT, BOTH SIDES SMOKE STOPPING, BOTH SIDES 3/4" MAX AS SCHEDULED PARTITION FLOOR RUNNER BASE AS SCHEDULED 5/8" GYPSUM BOARD, MULTIPLE LAYERS WHERE INDICATED FIRE-RATED
PARTITIONS FIRE-RESISTIVE JOINT SYSTEM AS SCHEDULED PARTITION METAL STUDS ADJACENT MATERIALS 5/8" GYPSUM BOARD -MULTIPLE LAYERS WHERE INDICATED JOINT SEALANT, BOTH SIDES; PROVIDE FIRE-RESISTIVE
JOINT SYSTEM AT FIRE RATED PARTITIONS; PROVIDE SMOKE STOPPING AT SMOKE RATED PARTITIONS; PROVIDE ACOUSTICAL SEALANT AT OTHER LOCATIONS 3/8" UNRATED PARTITIONSSOUND ATTENUATED PARTITIONS
SMOKE-RATED PARTITIONS FIRE-RATED PARTITIONS AS SCHEDULED PARTITION METAL STUDS CONTROL JOINT 5/8" GYPSUM BOARD -MULTIPLE LAYERS WHERE INDICATED AS SCHEDULED PARTITION METAL STUDS CONTROL
JOINT 5/8" GYPSUM BOARD -MULTIPLE LAYERS WHERE INDICATED ACOUSTICAL SEALANT, EACH LAYER AND EACH SIDE JOINT SEALANT, BOTH SIDES AS SCHEDULED PARTITION METAL STUDS CONTROL JOINT 5/8"
GYPSUM BOARD -MULTIPLE LAYERS WHERE INDICATED SMOKE STOPPING, EACH LAYER AND EACH SIDE JOINT SEALANT, BOTH SIDES AS SCHEDULED PARTITION METAL STUDS CONTROL JOINT 5/8" GYPSUM BOARD -MULTIPLE
LAYERS WHERE INDICATED JOINT SEALANT, BOTH SIDES 5/8"1/2" 2 LAYERS 5/8" TYPE X GYPSUM BOARD A S S C H E D U L E D P A R T I T I O N C O N S T R U C T I O N E X I S T I N G 3/8" A S
S C H E D U L E D P A R T I T I O N C O N S T R U C T I O N E X I S T I N G 3/8" C O N S T R U C T I O N E X I S T I N G SEALANT GYPSUM BOARD 3/8" A S S C H E D U L E D P A R T I T
I O N A S S C H E D U L E D P A R T I T I O N SEALANT GYPSUM BOARD ALIGN 3/8" CONSTRUCTION EXISTING A S S C H E D U L E D P A R T I T I O N SEALANT GYPSUM BOARD EXISTING CONCRETE MASONRY
UNITS / CONCRETE MASONRY UNITS EQUAL-WIDTH GYPSUM BOARD PARTITION (PARALLEL TO EXISTING) UNEQUAL-WIDTH GYPSUM BOARD PARTITION (PARALLEL TO EXISTING) GYPSUM BOARD PARTITION (PERPENDICULAR
TO EXISTING) GYPSUM BOARD PARTITION (BYPASS EXISTING CONSTRUCTION) V A R I E S 3/8" CONSTRUCTION EXISTING 3/8" ALIGN ALIGN ALIGN SEALANT GYPSUM BOARD ALIGNSEALANT GYPSUM BOARD ALIGN
SHAFT WALL STUD 1" GYPSUM LINER PANEL SHAFT WALL RUNNER 1 1/2" SOUND ATTENUATION INSULATION 5/8" GYPSUM BOARD JOINT SEALANT PATITION AS SCHEDULED SEE PROGRESSIVE ENGINEERING REPORT
AER-09038 HORIZONTAL SPAN VARIES SHAFT WALL STUD 1" GYPSUM LINER PANEL SHAFT WALL RUNNER 1 1/2" SOUND ATTENUATION INSULATION 2 LAYERS 1/2" GYPSUM BOARD JOINT SEALANT PATITION AS SCHEDULED
SEE PROGRESSIVE ENGINEERING REPORT AER-09038 HORIZONTAL SPAN VARIES 4 ' 0 " M A X H E I G H T SEE PROG. ENGINEERING REPORT AER-09038 VARIES SECTION ROTATED 1 1/2" SOUND ATTENUATION
INSULATION 1" GYPSUM LINER PANEL DUCT SHAFT WALL STUD 3 LAYERS 5/8" GYPSUM BOARD SHAFT WALL RUNNER JOINT SEALANT PARTITION AS SCHEDULED PARTITION AS SCHEDULED DRYWALL MOLDING CORNER
TRIM PAINT TO MATCH ADJACENT SURFACE TAPE AND SPACKLE FLUSH WITH ADJACENT SURFACE AS SCHEDULED PARTITION CONCRETE SLAB FIRE-RESISTIVE JOINT SYSTEM DEFLECTION CLIP IF REQUIRED BY WALL
SYSTEM DEFLECTION RUNNER 1 " M A X 4 1 / 2 " M I N AS SCHEDULED PARTITION CONCRETE SLAB ACOUSTICAL SEALANT, BOTH SIDES DEFLECTION CLIP IF REQUIRED BY WALL SYSTEM DEFLECTION RUNNER A
L L O W A N C E D E F L E C T I O N 5/8" TYPE X GYPSUM BOARD GYPSUM CORNER TRIM EXISTING STEEL COLUMN 25 GAUGE STEEL STUDS Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA
02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby
Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller,
P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 SCALE: 3" = 1'-0" 1 TYPICAL GYPSUM PARTITION BASE DETAILS SCALE: 3" = 1'-0" 4 TYPICAL GYPSUM
BOARD PARTITION DETAIL AT DISSIMILAR WALL MATERIALS SCALE: 3" = 1'-0" 2 TYPICAL GYPSUM BOARD PARTITION CONTROL JOINT DETAILS SCALE: 3" = 1'-0" 6 TYPICAL INTERSECTIONS AT EXISTING CONSTRUCTION
SCALE: 6" = 1'-0" 10 CORRIDOR CEILING AND STAIR SOFFIT 1 HOUR FIRE RATING SCALE: 6" = 1'-0" 11 CORRIDOR CEILING AND STAIR SOFFIT 2 HOUR FIRE RATING SCALE: 3" = 1'-0" 8 HORIZONTAL MEMBRANE
OR METAL DUCT ENCLOSURE 2 HOUR FIRE RATING SCALE: DETAIL 6" = 1'-0" 5 CORNER GUARD TO MATCH GYPSUM BOARD SCALE: DETAIL 3" = 1'-0" 7 FIRE-RATED GYPSUM BOARD PARTITION TOP DETAIL AT CONCRETE
SLAB SCALE: DETAIL 3" = 1'-0" 3 UNRATED GYPSUM BOARD PARTITION TOP DETAIL AT CONCRETE SLAB SCALE: 3" = 1'-0" 9 STEEL COLUMN ENCLOSURE (1-HR FIRE RATING) PLAN DETAIL 111/30/18ISSUED
FOR CONSTRUCTION CONCRETE SLAB RESINOUS FLOORING JOINT SEALANT INTEGRAL RESINOUS FLASH COVE BASE PARTITION AS SCHEDULED 4 " 4 " CONCRETE SLAB CARPET JOINT SEALANT RESILIENT BASE PARTITION
AS SCHEDULED CONCRETE SLAB CEMENTITIOUS UNDERLAYMENT WHERE INDICATED RESILIENT FLOORING JOINT SEALANT RESILIENT BASE PARTITION AS SCHEDULED CONCRETE SLAB RESILIENT TRANSITION REDUCER
STRIP RESILIENT FLOORING M A X . 1 / 2 " CONCRETE SLAB FLOOR TRANSITION STRIP CARPET CONCRETE SLAB M A X . 1 / 2 " RESILIENT FLOORING FLOOR TRANSITION STRIP CARPET CONCRETE SLAB CONCRETE
SLAB FLOORING SEAM RESILIENT FLOORING 1 / 8 " Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date
Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic
Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 6" = 1'-0"
20758.00 11/30/2018 SCALE: 6" = 1'-0" 7 TYPICAL WALL BASE DETAIL INTEGRAL BASE AT RESINOUS FLOORING1 SCALE: DETAIL 6" = 1'-0" 1 TYPICAL WALL BASE DETAIL RESILIENT BASE AT CARPET SCALE:
DETAIL 6" = 1'-0" 5 TYPICAL WALL BASE DETAIL RESILIENT BASE AT RESILIENT FLOORING1 SCALE: DETAIL 6" = 1'-0" 6 TYPICAL FLOOR TRANSITION RESILIENT TO FINISHED CONCRETE1 SCALE: DETAIL
6" = 1'-0" 2 TYPICAL FLOOR TRANSITION CARPET TO FINISHED CONCRETE1 SCALE: DETAIL 6" = 1'-0" 3 TYPICAL FLOOR TRANSITION CARPET TO RESILIENT1 SCALE: DETAIL 6" = 1'-0" 4 TYPICAL FLOOR
TRANSITION RESILIENT TO RESILIENT1 111/30/18ISSUED FOR CONSTRUCTION FRAME TYPE 2 F -FLUSHFG -FULLY GLAZED SLIDER SEE SCHEDULESEE PLAN SEE SCHEDULE 8" 1' - 0" 6" FRAME TYPE 3 SEE SCHEDULE
SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE 6" MG-2MG-2 DOOR TYPES PANEL TYPES FRAME TYPES SEE SCHEDULE FRAME TYPE 1 SEE SCHEDULE SEE SCHEDULE 2" AG -ALL GLASS 4" 4" ALL GLASS SEE SCHEDULE
SEE SCHEDULE MG-3MG-3MG-3 MG-3 1 A9.10 FF/CEILING VIF EXISTING ACOUSTIC CEILING SYSTEM TEMPERED GLAZING WOOD BLOCKING METAL FRAMING PARTITION AS SCHEDULED OVERHEAD CONCEALED CLOSER
1" EXISTING CEILING TRIM 1" DOOR RAIL EXISTING ACOUSTIC CEILING SYSTEM EXISTING CEILING TRIM Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 DOOR SCHEDULE NUMBER DOORFRAME DOOR HARDWA RE SETREMARKS OPENING WIDTH WIDTH BY PANEL OPENING HEIGHT PANEL
TYPE THICKCONSTR FACING & FINISH DOOR GLASS TYPE FRAME TYPECONSTR. FRAME GLASS TYPE FIRE RATING PANEL 1PANEL 2PANEL 1PANEL 2 LEVEL 1 100A6' - 0"3' - 0"3' - 0"8' - 1"AGAGAGMG-1HMUCFT--3.0
158BA3' - 0"3' - 0"7' - 0"F1 3/4"SCWTF--F3HM----9.0 170A3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFLG-1F2HMLG--10.0 LEVEL 2 200JAA3' - 0"3' - 0"7' - 0"F1 3/4"(none)PT1(none)F3(none)(none)C456.0
200TCA3' - 0"3' - 0"7' - 0"F1 3/4"HMPT1--F3HM----7.0 200UAA6' - 5"3' - 2 1/2"3' - 2 1/2"7' - 0"FF1 3/4"HMPT1--F3HM----4.0 200UBA6' - 2"3' - 1"3' - 1"7' - 0"FF1 3/4"HMPT1--F3HM----4.0
260A3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFLG-1F2HMLG--1.0SECURITY SYSTEM TIE-IN REQUIRED (CARD READER) 260B3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFFG-1F2HMFRGC451.0SECURITY SYSTEM TIE-IN REQUIRED
(CARD READER) 269A3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFLG-1F2HMLG--1.0SECURITY SYSTEM TIE-IN REQUIRED (CARD READER) 269B3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFFG-1F2HMFRGC451.0SECURITY SYSTEM
TIE-IN REQUIRED (CARD READER) 276A4' - 6"3' - 0"1' - 6"7' - 0"FGFG1 3/4"SCWTFFG-1F1HMFRGC452.0SECURITY SYSTEM TIE-IN REQUIRED (CARD READER) 276AA(none)--(none)----(none)SLIDING DOOR
TYPE ASD-1. 276BA(none)--(none)----(none)SLIDING DOOR TYPE ASD-1. 276CA(none)--(none)----(none)SLIDING DOOR TYPE ASD-1. 276DA(none)--(none)----(none)SLIDING DOOR TYPE ASD-1. 276DB(none)--(none)----(
none)SLIDING DOOR TYPE ASD-1. LEVEL 3 300JAA3' - 0"3' - 0"7' - 0"F1 3/4"(none)PT1(none)F3(none)(none)C456.0 300UAA6' - 5"3' - 2 1/2"3' - 2 1/2"7' - 0"FF1 3/4"HMPT1--F3HM----4.0 300UBA6'
- 2"3' - 1"3' - 1"7' - 0"FF1 3/4"HMPT1--F3HM----4.0 360A3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFLG-1F2HMLG--8.0 362A3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFLG-1F2HMLG--1.0SECURITY SYSTEM TIE-IN
REQUIRED (CARD READER) 367B4' - 6"3' - 0"1' - 6"7' - 0"FGFG1 3/4"SCWTFFG-1F1HMFRGC452.0SECURITY SYSTEM TIE-IN REQUIRED (CARD READER) 367A3' - 6"3' - 6"7' - 0"FG1 3/4"SCWTFFG-1F1HMFRGC452.0SECURITY
SYSTEM TIE-IN REQUIRED (CARD READER) 367BA(none)(none)(none)----(none)SLIDING DOOR TYPE ASD-3. LIGHT TIGHT GASKETING. 367AA(none)(none)(none)----(none)SLIDING DOOR TYPE ASD-2. LIGHT
TIGHT GASKETING. 367FA(none)--(none)----(none)SLIDING DOOR TYPE ASD-1. *KEY DOOR CONSTRUCTION KEYDOOR CONSTRUCTION DESCRIPTION AEALUMINUM ENTRANCE DOOR AGALL-GLASS DOOR FRPFIBERGLASS
REINFORCED POLYESTER DOOR HMHOLLOW-METAL DOOR INTINTEGRATED DOOR ASSEMBLY LLHMLEAD-LINED HOLLOW-METAL DOOR LLWDLEAD-LINEN WOOD DOOR RFRF SHIELDED DOOR SCWSOLID-CORE DOOR WITH WOOD-VENEER
FACES SRWSTILE AND RAIL DOOR SSSTAINLESS STEEL DOOR TRTRAFFIC DOOR *KEY DOOR FIRE RATINGS KEYFIRE RATING DESCRIPTION --NO FIRE RATING 2020 MINUTES A1803 HOUR 'A; LABEL B601 HOUR 'B'
LABEL B901-1/2 HOUR RATING 'B' LABEL REQUIRED C453/4 HOUR 'C' LABEL SMSMOKE *KEY DOOR GLASS TYPE KEYDOOR GLASS TYPE DESCRIPTION --NO GLASS REQUIRED FG-1FIRE RATED GLASS IG-1INSULATING
GLASS LG-1LAMINATED GLASS MG-1UNCOATED CLEAR FULLY TEMPERED FLOAT GLASS PGPATTERNED GLASS TPGTEMPERED PATTERNED GLASS *KEY DOOR HARDWARE HARDWARE SETDESCRIPTION 1.0FAIL SECURE SINGLE
2.0FAIL SECURE PAIR 3.0DOUBLE ACTING PAIR 4.0STOREROOM PAIR - UNOCCUPIED SPACE 5.0CLASSROOM WITH CLOSER 6.0STOREROOM WITH CLOSER 7.0SINGLE PRIVACY WITH CLOSER 8.0CLASSROOM WITHOUT CLOSER
9.0PRIVATE OFFICE 10.0PASSAGE SET WITHOUT CLOSER 11.0SLIDING GLASS DOOR *KEY FRAME CONSTRUCTION KEYFRAME CONSTRUCTION DESCRIPTION ALALUMINUM CWCURTAIN WALL HMHOLLOW-METAL INTINTEGRATED
DOOR ASSEMBLY LLHMLEAD-LINEN HOLLOW-METAL SFSTOREFRONT SSSTAINLESS STEEL WDWOOD *KEY FRAME GLASS TYPE KEYFRAME GLASS TYPE DESCRIPTION --NO GLASS REQUIRED CIGCLEAR INSULATING GLASS FRGFIRE
RATED GLASS LGLAMINATED GLASS PGPATTERNED GLASS PWPATTERNED WIRE GLASS PWGPOLISHED WIRE GLASS TPGTEMPERED PATTERNED GLASS UCFTUNCOATED CLEAR FULLY TEMPERED FLOAT GLASS UTFTUNCOATED
TINTED FULLY TEMPERED FLOAT GLASS *KEY DOOR FACING & FINISH KEYDOOR FACING & FINISH DESCRIPTION PT1PAINT TFTRANSPARENT FINISH SCALE: DETAIL 6" = 1'-0" 1 ALL GLASS DOOR HEADER DETAIL
111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 301/07/19ADDENDUM 02 PARTITION AS SCHEDULED RECESSED ELECTRICAL PANEL PIANO HINGE 1/2" X 1-1/2" PAINTED WOOD TRIM WOOD PANEL MAGNETIC
CATCH 1" ADJACENT PANEL, WHERE OCCURS PARTITION AS SCHEDULED RECESSED ELECTRICAL PANEL CABINET DOOR 11 1/2" CABINET DOOR PARTITION AS SCHEDULED RECESSED EXTINGUISHER CABINET HORIZONTAL
MULLION FIRESAFING MINERAL WOOL INSULATION LINE OF VERTICAL FRAME BEYOND FIRE-RATED GLAZING AS SCHEDULED HORIZONTAL ALUMINUM COVER CAP PARTITION TO MATCH EXISTING SEE ELEVATION VARIES
3/8" 2" SEALANT AND BACKER ROD HORIZONTAL MULLION HORIZONTAL ALUMINUM COVER CAP FIRE-RATED GLAZING AS SCHEDULED FIRE-RATED BLACKING AS NECESSARY PARTITION AS SCHEDULED 3/8" 2" FIRESAFING
MINERAL WOOL INSULATION SEALANT AND BACKER ROD VERTICAL ALUMINUM COVER CAP VERTICAL MULLION FIRESAFING MINERAL WOOL INSULATION FIRE-RATED GLAZING AS SCHEDULED LINE OF HORIZONTAL MULLION
BELOW PARTITION AS SCHEDULED PARTITION AND ALUMINUM WINDOW SYSTEM 3/4" X 1-1/2" PAINTED WOOD TRIM WOOD WALL PANEL BASE AS SCHEDULED 3/4" X 1-1/2" PAINTED WOOD TRIM MIN. 1"24" MAX. ACOUSTIC
PANEL, PAINTED METAL CHANNEL FASTENER, FIELD PAINTED EXISTING CONCRETE RIB 2" LEVEL 2 14' - 0" LEVEL 3 28' - 0" LEVEL 4 42' - 0" S LEVEL 4 42' - 0" NEW EXHAUST DUCTWORK NEW SUPPLY AIR
DUCTWORK 2HR FIRE RATED SEPARATION 2HR FIRE RATED HORIZONTAL SEPARATION 2HR FIRE RATED HORIZONTAL SEPARATION A9.01 8 SIM. PAINTED ALUMINUM PICTURE RAIL SHIM GYPSUM BOARD COUNTERSUNK
FASTENERS GYPSUM BOARD REVEAL TRIM TRANSOM FRAMING EDGE OF NEW WINDOW SILL BELOW EXISTING HORIZONTAL WINDOW MULLION EXISTING GLASS EXPANDABLE ACOUSTIC PARTITION CLOSURE FILLER WALL
END CAP WALL AS SCHEDULED Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston,
MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018
SCALE: DETAIL 3" = 1'-0" 1 ELECTRICAL CABINET WITH WOOD WALL PANEL SCALE: DETAIL 3" = 1'-0" 3 ELECTRICAL CABINET SCALE: DETAIL 3" = 1'-0" 4 FIRE EXTINGUISHER CABINET SCALE: SECTION
DETAIL 3" = 1'-0" 7 AT FIRE RATED INTERIOR GLAZING SILL SCALE: DETAIL 3" = 1'-0" 5 AT FIRE RATED INTERIOR GLAZING HEAD SCALE: DETAIL 3" = 1'-0" 6 INTERIOR GLAZING JAMB AT NEW WALL CONDITION
SCALE: DETAIL 3" = 1'-0" 2 WOOD WALL PANEL SECTION SCALE: SECTION DETAIL 3" = 1'-0" 8 HEAT COLLECTION PLATE SCALE: 1/2" = 1'-0" 9 SHAFT SECTION 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM
02 SCALE: 3" = 1'-0" 10 PICTURE HANGING RAIL DETAIL SCALE: 3" = 1'-0" 11 ACOUSTIC PARTITION MULLION CLOSURE V A N2 V A N2 V A N2 V A N2 SUSPENDED BASE CABINET BELOW EPOXY COUNTERTOP
LINE OF WOOD TOP SHELF WITH LED LINE OF ADJ WOOD SHELVING ABOVE PAINTED SQUARE STEEL FRAME RACEWAY ABOVE LAB TURRETS 2 A9.20 13 GLASS MARKERBOARD 6'-0" TYP EPOXY COUNTERTOP SUSPENDED
WOOD BASE CABINET w/ WOOD FRONTS ADJUSTABLE WOOD SHELVING RACEWAY WITH POWER AND DATA PAINTED SQUARE STEEL FRAME EXTENDED WOOD TOP SHELF LAB TURRETS LED TASK LIGHT w/ VACANCY SENSOR
ELECTRICAL RACEWAY w/ POWER & DATA 3 PORT ALUMINUM GAS MANIFOLD CHANNEL FOR WIRING WIRE MANAGEMENT RAIL & CABINET BUMPER SLOTTED METAL CHANNEL SUPPORT SYSTEM TASK LIGHT DRIVER ELECTRICAL
OUTLET ON CASEWORK LEG ADJACENT TO OFOI U.C. FRIDGE PTD METAL TRAY FOR LAB GAS SERVICES, CAPABLE OF CANTILEVERING OFF A SINGLE BENCH, OR BEING ATTACHED TO BOTH QUICK CONNECT HOSES
SHOULD BE BOUND TOGETHER AND PULLED REASONABLY TIGHT OUTLINE OF 1/2" THICK TRANSLUCENT GLASS WRITEABLE SURFACE ATTACHED TO CASEWORK 3' - 11" 3' - 1" 2 1 EXTENDED WOOD TOP SHELF LED
TASK LIGHT w/ VACANCY SENSOR B.O. BEAM 10' 6" AFF EPOXY COUNTERTOP SUSPENDED WOOD BASE CABINET w/ WOOD FRONTS OFOI UNDER COUNTER REFRIGERATOR V A N2V A N2 RACEWAY WITH
POWER AND DATA LAB TURRETS WIRE MANAGMENT RAIL & CABINET BUMPER ADJ WOOD SHELVING PAINTED SQUARE STEEL FRAME PUSH BUTTON LIGHT SWITCH FOR LED TASK LIGHT SLOTTED METAL CHANNEL SUPPORT
SYSTEM B.O. LIGHT 8' 6" AFF B.O. SOFFIT 9' 6" AFF LINEAR PENDANT LIGHT FIXTURE ROUND PENDANT LIGHT FIXTURE 1/2" THICK TRANSLUCENT GLASS WRITEABLE SURFACE ATTACHED TO CASEWORK B.O. SUPPORT
RACK 9' 6" AFF EXISTING RIB & BEAM BEYOND PLUMBING/GAS MANIFOLD VCAN2 PHWR PHWS HWR HWS SPRINKLER PIPING, SEE PLUMBING DWGS. 3 1/4" 1 5/8"x1 5/8" INTERMEDIATE SLOTTED METAL CHANNEL
1 5/8"x3 1/4" BACK-TO-BACK PRIMARY SLOTTED METAL CHANNEL 1 5/8"x1 5/8" SLOTTED METAL CHANNEL VERTICAL SUPPORTS 1 5/8"x3 1/4" BACK-TO-BACK PRIMARY SLOTTED METAL CHANNEL 1 5/8"x3 1/4"
BACK-TO-BACK PRIMARY SLOTTED METAL CHANNEL EPOXY COUNTERTOP WITH DRIP EDGES (FRONT AND BACK) RAILS FOR SUSPENDED CABINET ADJUSTABLE HEIGHT TABLE LEGS 2'-5" -3'-2" 2'-6" OR AS NOTED
ON PLAN 1" 1/4" 1 1/2" 1 1/2" X 3/4" STEEL TUBE SUPPORT SUSPENDED CABINET, WHERE INDICATED PAINTED METAL PLATE FOR CABLE MANAGEMENT, 2 HOLES PER BENCH FOR CORDS ELECTRICAL POWERSTRIP
EPOXY COUNTERTOP ADJUSTABLE HEIGHT LEGS SEE ENLARGED PLANS FOR TABLE DIMENSIONS 5' - 6" 1 1/2" X 3/4" STEEL TUBE SUPPORT FINISH TOP BACK AND SIDES 2' - 5" 2' - 0" 2' - 9" EPOXY COUNTERTOP
@ TYP. OPEN LAB MOVABLE BENCHES WOOD FRONTS WOOD BASE CABINET 4"1' - 9 3/8"1/4"6 3/8"1/4" Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 SCALE: 1/2" = 1'-0" 3 PLAN - TYPICAL LAB BENCH SCALE: 1" = 1'-0" 2 SECTION - TYPICAL LAB BENCH IN OPEN LAB
SCALE: 1" = 1'-0" 1 ELEVATION - TYPICAL LAB BENCH IN OPEN LAB SCALE: 1" = 1'-0" 4 TYPICAL LAB TABLE SCALE: 1" = 1'-0" 5 TYPICAL LAB TABLE ELEVATION SCALE: SECTION DETAIL 1" = 1'-0"
6 TYPICAL ROLLING BASE CABINET - 1 DOOR 1 DRAWER 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02 STEEL SHELVING STANDARD SECURED TO WOOD BLOCKING WOOD BLOCKING STEEL SHELVING
END BRACKET STEEL SHELVING INTERMEDIATE BRACKET WOOD SHELVING BELOW PARTITION AS SCHEDULED 1'-8" AT TOP SHELF 1' - 0" 2 ' 6 " 1' - 10" 1' - 0" 4'-6" AFF 7'-0" AFF 1 ' 3 " 1 ' 3 "
LED TASK LIGHT BASE CONSTRUCTION WOOD BLOCKING TOP SHELF TO BE 12" AT NON-TASK LIGHT LOCATIONS STEEL SHELVING BRACKET WOOD SHELVING, TYP. STEEL SHELVING STANDARD SECURED TO WOOD BLOCKING
BRACKET BEYOND METAL SHELVING END BRACKET TYPICAL AT ALL WALL SHELVING IN ALL AREAS OF LAB AND SUPPORT 1 ' 4 " 4' - 0"4' - 0" ALUMINUM GAS MANIFOLD SLOTTED METAL CHANNEL SUPPORT SYSTEM
PLUGGED GAS CONNECTIONS RACEWAY WITH POWER AND DATA 3' - 0"3' - 0" QUICK CONNECT FIXTURES OUTLET TO POWER BENCH S E E E L E V A T I O N S F O R D I M E N S I O N S L E N G T H O F S
H E L F PLAN NOTE: 1. ALL WIRING SHALL BE CONCEALED AND NOT EXPOSED TO VIEW BETWEEN LIGHT AND BACK OF SHELF 2. TASK LIGHT FINISH TO MATCH CASEWORK METAL FINISH TASK LIGHT BRACKET BEYOND
SECTION WOOD SHELF 2 ' 6 " 1' - 10" 4'-6" AFF 7'-0" AFF LED TASK LIGHT BASE CONSTRUCTION WOOD BLOCKING TOP SHELF TO BE 12" AT NON-TASK LIGHT LOCATIONS STEEL SHELVING STANDARD BEYOND
SECURED TO WOOD BLOCKING BRACKET BEYOND TYPICAL AT ALL PEGBOARD LOCATIONS IN ALL AREAS OF LAB AND SUPPORT EPOXY PEGBOARD Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA
02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Available Light 10 Derby
Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller,
P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 SCALE: PLAN DETAIL 3" = 1'-0" 4 LABORATORY WALL SHELVING - PLAN SCALE: SECTION DETAIL 3"
= 1'-0" 1 LABORATORY WALL SHELVING - SECTION SCALE: DETAIL 1 1/2" = 1'-0" 5 SLOTTED METAL CHANNEL FRAMING SUPPORT SYSTEM -RCP DETAIL SCALE: 6" = 1'-0" 3 TASK LIGHT DETAIL SCALE: SECTION
DETAIL 3" = 1'-0" 2 LABORATORY WALL SHELVING & PEGBOARD - SECTION 111/30/18ISSUED FOR CONSTRUCTION 3 ' 1 " 7 " 4 " 1 " TASK LIGHT TYPICAL ADJUSTABLE SHELVING EPOXY BACKSPLASH EPOXY
COUNTERTOP WOOD CASEWORK 3/8" 2' - 0" 1" ADJUSTABLE SHELVING BASE AS SCHEDULED 1' - 10" 1' - 0" 2 1 / 4 " 1 / 8 " 1 " 1 0 " 2 ' 1 1 1 / 2 " 4 3 / 4 " 5"2' - 0"1 1/4" 1' - 10" EPOXY
PEGBOARD ON SHELVING BRACKETS STAINLESS STEEL TROUGH EPOXY BACKSPLASH EYEWASH / DRENCH HOSE UNDERMOUNT EPOXY SINK SINK SUPPORT WOOD CASEWORK WITH KICK SPACE ATTACHED TO DOOR RESILIENT
BASE CUT TO FIT EPOXY COUNTER TOP WITH MARINE EDGE PROTECTIVE INSULATION @ EXPOSED PIPING 3' - 0" EMERGENCY SHOWER SOFFIT SHELF WITH LED TASK LIGHT, TYPICAL PURE WATER TAP 8"LIGHT SWITCH
FOR TASK LIGHT WHERE OCCURS SIDE WALL WHERE OCCURS 2 ' 1 0 " M A X . REQUIRED TOE + KNEE CLEARANCE; SEE MOUNTING SCHEDULE 3 ' 6 " 8 ' 0 " 2 1 / 4 " 6 " 1 ' 1 1 3 / 4 " 1 " 4 " 3 '
1 " 5"2'-0"1 1/4" EPOXY PEGBOARD ON SHELVING BRACKETS SHELF WITH TASK LIGHT -TYPICAL STAINLESS STEEL TROUGH EPOXY BACKSPLASH EYEWASH / DRENCH HOSE UNDERMOUNT EPOXY SINK SINK SUPPORT
WOOD CASEWORK BASE AS SCHEDULED EPOXY COUNTER TOP WITH MARINE EDGE DRIP EDGE 7 " 4 3 / 4 " 2 ' 1 1 1 / 2 " 1'-10" PURE WATER TAP 1 1 " 1 " 5"2' - 0"1 1/4" EMERGENCY SHOWER SOFFIT 7
" 3'-0'' . 9 0 . 0 0 ° 4 8 ' ' M A X A F F PROVIDE ACCESS PANEL FOR VALVE ACCESS ON EXPOSED END 8'-0" AFF FLATHEAD STAINLESS STEEL SCREW #4 STAINLESS STEEL PLATE 2"4"4" 3 " 1 1 / 2
" 1 1 / 2 " 2" AIR, NITROGEN, AND VACUUM T/COUNTER 2'-7 1/4"AFF TYP. 3'-1 1/4"AFF AT LABS 1 1 / 2 " 1 " 1" EPOXY COUNTERTOP DRIP EDGE 3/4 " HARDWOOD EDGE TRIM Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860 Hooper Rd Endwell,
NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated 20758.00 11/30/2018 SCALE: SECTION DETAIL 1" = 1'-0" 1 TYPICAL FIXED
CASEWORK AND WALL SHELVING SCALE: SECTION DETAIL 1" = 1'-0" 2 ADA LABORATORY SINK AND EMERGENCY SHOWER SCALE: SECTION DETAIL 1" = 1'-0" 3 TYPICAL SINK SECTION SCALE: DETAIL 1 1/2" =
1'-0" 4 EMERGENCY SHOWER PULL STATION SCALE: DETAIL 3" = 1'-0" 5 TYPICAL TURRET ESCUTCHEON SCALE: DETAIL 6" = 1'-0" 6 TYPICAL EPOXY COUNTER FRONT EDGE DETAIL 111/30/18ISSUED FOR CONSTRUCTION
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 20758.00 11/30/2018 EQUIPMENT SCHEDULE - LAB PRINCIPAL INVESTIGATOREQUIPMENT
IDDESCRIPTIONMANUFACTURERMODEL FURNISHED BY FURNISHED BY FURNISHED BY WEIGHT LBSWIDTHDEPTHHEIGHT ELEC.ELEC.ELEC.ELEC.ELEC.ELEC.ELEC.ELEC.WATERWATERWATERWATERWATER HOUSE SERVICES HOUSE
SERVICES HOUSE SERVICES HOUSE SERVICESTANKSTANKSTANKSTANKS REMARKS OFOIOFCICFCI VOLTSAMPSPHASE DISCNT CIRCTOUTLETEM POWERUPS ALARM POINTHWCWSTFDRODIVACCANGN2ARCO2HEO2 CHRIS ALABIEQ-CA-01Mass
Spectrometer (LCMS)AgilentG1956GBX1402' - 1 1/4"2' - 0 1/2"1' - 11"2402XX CHRIS ALABIEQ-CA-02HPLC 1Agilent1100 SeriesX1201' - 3"1' - 5"1' - 8"1208 CHRIS ALABIEQ-CA-03HPLC 2Agilent1100
SeriesX1202' - 6"1' - 5"1' - 8"1208 CHRIS ALABIEQ-CA-04HPLC 3Agilent1100 SeriesX1202' - 6"1' - 5"1' - 8"1208 CHRIS ALABIEQ-CA-05SpeedvacSavantSC250X1271' - 6"2' - 1"1' - 6"1201 CHRIS
ALABIEQ-CA-06Speedvac PumpX6"1' - 4"1' - 5"1201 CHRIS ALABIEQ-CA-07Speedvac CondenserX1' - 10 1/2"2' - 0"1' - 3"1201 CHRIS ALABIEQ-CA-08Liquid Handling RobotJ-KEM ScientificCustomX1004'
- 2"1' - 2"1' - 4"1206X CHRIS ALABIEQ-CA-09Gravity OvenThermo ScientificHerathermX2' - 1"2' - 5"3' - 0"1201 CHRIS ALABIEQ-CA-10Combiflash Chromatography SystemTeledyneRF-200iX501' -
2"1' - 5"2' - 0"1202X CHRIS ALABIEQ-CA-11RotavaporBucchiR-210X401' - 11"1' - 7"2' - 9"1202XCHILLED WATER PREFERRED. OTHERWISE USERS USE DRY ICE CHRIS ALABIEQ-CA-12RotavaporBucchiR-210X401'
- 11"1' - 7"2' - 9"1202 CHRIS ALABIEQ-CA-13UV Box ApparatusX2' - 0"1' - 0"1' - 1"1201 CHRIS ALABIEQ-CA-14Balance (precision)Metler ToledoMS303SX148"1' - 2"11"1201 CHRIS ALABIEQ-CA-15Balance
(precision)Metler ToledoMS303SX148"1' - 2"11"1201 CHRIS ALABIEQ-CA-16Balance (analytical)Metler ToledoMS104SX148"1' - 2"1' - 0"1201 CHRIS ALABIEQ-CA-17Balance (analytical)Metler ToledoMS104SX148"1'
- 2"1' - 0"1201 CHRIS ALABIEQ-CA-18Ultrasonicator BathFisher ScientificFS29X151' - 0"1' - 0"1' - 0"1201 CHRIS ALABIEQ-CA-19Flammable Stor. Refrigerator/FreezerFisher10FCEETSAX1202'
- 0"2' - 0"5' - 0"1201X CHRIS ALABIEQ-CA-20Flammable Storage CabinetJustrite899020X4803' - 4"2' - 0"3' - 0" CHRIS ALABIEQ-CA-21Fluorous Purification ModuleCustomCustomX108"10"8"X CHRIS
ALABIEQ-CA-22Freezer -20VWRX2422' - 8"2' - 3"5' - 5"1201X CHRIS ALABIEQ-CA-23Dry Ice StorageX1' - 10"1' - 10"2' - 2" CHRIS ALABIEQ-CA-24Centrifuge 2Eppendorf5417RX1' - 0"1' - 8"9"1201
CHRIS ALABIEQ-CA-25Desiccator CabinetX1' - 0"1' - 3"1' - 8" CHRIS ALABIEQ-CA-26Plate ReaderTECANM1000X661' - 8"1' - 8"10"1203COMES W/ A COMPUTER CHRIS ALABIEQ-CA-27UC FridgeX1' - 10"1'
- 11"2' - 7"1201 CHRIS ALABIEQ-CA-28CO2 IncubatorX2' - 8 3/4"2' - 5"2' - 9 1/2"1201X CHRIS ALABIEQ-CA-29Incubator Shaker for BacteriaX1' - 10"2' - 6"2' - 0"1201 CHRIS ALABIEQ-CA-31MicrowaveX1'
- 6"1' - 1"11"1201 CHRIS ALABIEQ-CA-32MicroscopeX1' - 0"1' - 3"1' - 10"1201 CHRIS ALABIEQ-CA-33Centrifuge 2Eppendorf5417RX1' - 0"1' - 8"9"1201 CHRIS ALABIEQ-CA-34Refrigerator/Freezer
36"X3' - 0"3' - 0"5' - 8"1201X CHRIS ALABIEQ-CA-36Stacked Incubator 2X2' - 2"2' - 4"2' - 10"1201XX CHRIS ALABIEQ-CA-37Centrifuge 2Eppendorf5417RX1' - 0"1' - 8"9"1201 CHRIS ALABIEQ-CA-38MiliQMili-QA1
0X4211 3/4"1' - 8 1/2"1' - 8 1/2"1201X CHRIS ALABIEQ-CA-39MicroscopeX1' - 0"1' - 3"1' - 10"1201 CHRIS ALABIEQ-CA-40Water BathX2' - 0"1' - 3"1' - 4"1201 CHRIS ALABIEQ-CA-41Gravity Oven
2Thermo ScientificX1' - 7"1' - 2"2' - 0"1201 CHRIS ALABIEQ-CA-43Cryo TankX2' - 2"2' - 2"2' - 10"1201 CHRIS ALABIEQ-CA-44Freezer -80X2' - 9"3' - 2"6' - 6"1201XSHARED W/ RONG YANG CHRIS
ALABIEQ-CA-45UC FridgeX1' - 10"1' - 11"2' - 7"1201 CHRIS ALABIEQ-CA-46UC FridgeX1' - 10"1' - 11"2' - 7"1201 CHRIS ALABIEQ-CA-47UC FridgeX1' - 10"1' - 11"2' - 7"1201 NICK ABBOTTEQ-NA-01Bipotentiostat
Pine InstrumentsAFCBP1X1' - 6"1' - 2"7"120 NICK ABBOTTEQ-NA-02Pendant DropKruss25EX2' - 0"1' - 4"1' - 6"120 NICK ABBOTTEQ-NA-03Rotating Disk ElectrodePine InstrumentsX1' - 4"1' - 8"2'
- 0"120 NICK ABBOTTEQ-NA-04NIMA Langmuir TroughNIMA Technology312DX6' - 0"2' - 6"1' - 6"120 NICK ABBOTTEQ-NA-05KSV Langmuir TroughKSV InstrumentsX2' - 0"1' - 0"1' - 4"120 NICK ABBOTTEQ-NA-06Cytomete
rBioscienceAccuri C6X1' - 3"1' - 4"1' - 0"120 NICK ABBOTTEQ-NA-07Polarized Light MicroscopeOlympusBx60X1' - 0"2' - 0"2' - 2"120 NICK ABBOTTEQ-NA-08Polarized Light MicroscopeOlympusBx60X1'
- 0"2' - 0"2' - 2"120 NICK ABBOTTEQ-NA-09Inverted MicroscopeOlympusCKX-41X2' - 0"1' - 8"1' - 8"120 NICK ABBOTTEQ-NA-10Electron-Beam Deposition SystemTEK-VAC IndustriesVES-3000-CX6'
- 0"5' - 0"5' - 0"2403XX NICK ABBOTTEQ-NA-10Electron-Beam ChillerTEK-VAC IndustriesX1' - 6"2' - 6"2' - 0"2403XX NICK ABBOTTEQ-NA-11UltrasonicatorFisher ScientificF60X1' - 0"1' - 8"2'
- 0"120 NICK ABBOTTEQ-NA-12HomogenizerFisher ScientificF60X6"1' - 0"2' - 0"120 NICK ABBOTTEQ-NA-13Ultrasonicator BathFisher ScientificFS29X151' - 0"1' - 0"1' - 0"120 NICK ABBOTTEQ-NA-14RefrigeratorF
isher ScientificX2' - 6"2' - 6"4' - 0"1201 of 2 NICK ABBOTTEQ-NA-14RefrigeratorFisher ScientificX2' - 6"2' - 6"4' - 0"1202 of 2 NICK ABBOTTEQ-NA-15FreezerFisher ScientificX2' - 8"2'
- 3"5' - 5"120 NICK ABBOTTEQ-NA-16Flammable Storage CabinetJustrite899020X4803' - 4"2' - 0"3' - 0"1 of 3 NICK ABBOTTEQ-NA-16Flammable Storage CabinetJustrite899020X4803' - 4"2' - 0"3'
- 0"2 of 3 NICK ABBOTTEQ-NA-16Flammable Storage CabinetJustrite899020X4803' - 4"2' - 0"3' - 0"3 of 3 NICK ABBOTTEQ-NA-18Polarized Light Microscope (gas detection)OlympusCH-40X9"11 1/2"2'
- 4"120in Fume Hood NICK ABBOTTEQ-NA-19Polarized Light Microscope (BX-41)OlympusBX-41X11"1' - 3"1' - 6"120 NICK ABBOTTEQ-NA-20Fluorescent/Polorized Light MicroscopeOlympusIX-71X1' -
3"2' - 6"2' - 1"120 NICK ABBOTTEQ-NA-21Fluorescent/Polorized Light Microscope ControllerOlympusIX-71X10"1' - 5"1' - 5"120 NICK ABBOTTEQ-NA-22Infrared Spectrophotometer (FTIR)ThermofisherNicolet
IS 50R FTIRX2' - 0"2' - 5"1' - 6"120 NICK ABBOTTEQ-NA-23Infrared Spectrophotometer (Research Module)ThermofisherIS 50X1' - 8"2' - 2"1' - 6"120 NICK ABBOTTEQ-NA-24Infrared Spectrophotometer
(HINDS PEM-90)GWCHINDS PEM-90X1' - 0"1' - 6"1' - 7"120 NICK ABBOTTEQ-NA-25Dynamic & Light Scattering (water bath & controller)BIX9"1' - 3"1' - 10"120 NICK ABBOTTEQ-NA-26Dynamic & Light
Scattering (light scattering)BIX5' - 0"4' - 0"1' - 3"120 NICK ABBOTTEQ-NA-32Licor Dew Point GeneratorLi-corLI-610X10"1' - 0"9"120 NICK ABBOTTEQ-NA-33Licor Dew Point GeneratorLi-corLI-610X10"1'
- 0"9"120 NICK ABBOTTEQ-NA-34Scanning UV-vis SpectrophotometerCary100X2' - 0"2' - 7"1' - 0"120 NICK ABBOTTEQ-NA-36UV Cross-LinkerFisherSpectroline SelectX1' - 7"9"10"120 NICK ABBOTTEQ-NA-37Centrifug
e 1ThermoSorvall Biofuge PrimoX1' - 3"1' - 5"1' - 0"120 NICK ABBOTTEQ-NA-38Centrifuge 2Eppendorf5417RX1' - 0"1' - 8"9"120 NICK ABBOTTEQ-NA-40Circulating Water BathVWR1120X1' - 0"1' -
0"9"120 EQ-NA-41MiliQ 12"x12"x20"Mili-QX1' - 0"1' - 0"1' - 8" NICK ABBOTTEQ-NA-42VortexerFisherX5"8"6"1201/3 NICK ABBOTTEQ-NA-42VortexerFisherX5"8"6"1202/3 NICK ABBOTTEQ-NA-42VortexerFisherX5"8"6"12
03/3 NICK ABBOTTEQ-NA-43Oven (fisher 1)FisherX2' - 1"2' - 0"2' - 5"120 NICK ABBOTTEQ-NA-43Oven (fisher 1)FisherX2' - 1"2' - 0"2' - 5"120 NICK ABBOTTEQ-NA-44Oven (Yamato)YamatoDKN 402X1'
- 9"2' - 0"2' - 9"120 NICK ABBOTTEQ-NA-45Oven (fisher 2)FisherX2' - 0"2' - 0"2' - 9"120 NICK ABBOTTEQ-NA-46Vacuum OvenFisherIsotemp 281AX1' - 3"1' - 5"2' - 0"120 NICK ABBOTTEQ-NA-47Balance
(denver)DenverA250X1' - 0"1' - 5"1' - 0"120 NICK ABBOTTEQ-NA-48Balance (ohaus)OHAUSAdventurerX8"1' - 0"7"120 NICK ABBOTTEQ-NA-49Balance (mettler)METTLER ToledoAB54X9"1' - 0"10"120 NICK
ABBOTTEQ-NA-50pH MeterDenverBASICX1' - 0"1' - 0"1' - 0"120 RONG YANGEQ-RY-01FTIRThermofisherNicolet iS50 SpectrometerX1322' - 1"2' - 3"11"12015X RONG YANGEQ-RY-02Contact Angle Goniometerrame-hart250
X141' - 7"10"1' - 8"1202 RONG YANGEQ-RY-03QCM-D 1Q-senseE4-electronicsX201' - 2 3/16"8 5/16"7 1/8"1201.6 RONG YANGEQ-RY-04QCM-D 2Q-senseE4-chamberX189 1/2"1' - 1 3/8"4 11/16"120 RONG
YANGEQ-RY-05UV-visMetler ToledoUV7X158 3/16"10 1/8"9"1200.8 RONG YANGEQ-RY-06HPLC 1260Agilent1260 InfinityX1341' - 3 5/8"1' - 6 1/2"2' - 11"1205 RONG YANGEQ-RY-07Fluorescent MicroscopeOlympusIX83X10
41' - 1"1' - 7"2' - 3"120 RONG YANGEQ-RY-09Particle AnalyzerBeckman CoulterDelsa NanoCX46.31' - 3"1' - 9 3/4"8 5/16"1203 RONG YANGEQ-RY-10BalanceMetler ToledoXS105X58"1' - 2"11"120 RONG
YANGEQ-RY-12pH Meter VWRVWRH30PCDX51' - 0"1' - 0"1' - 0"120 RONG YANGEQ-RY-13Recirculating Heater/ChillerThermofisherArctic SC150/A25X79.510 1/2"1' - 7"2' - 4"120 RONG YANGEQ-RY-14iCVD
ReactorCustomX3008' - 0"3' - 0"3' - 4"12080LOCAL SNORKEL RONG YANGEQ-RY-15iCVD Filaments Power Supplybk precision1715AX10.55 1/2"1' - 0 1/2"6 1/4"1202 RONG YANGEQ-RY-16iCVD PumpEdwardsiQDP80/QMB500X
3591' - 3 3/8"2' - 4"2' - 8"240313XXXEXHAUST REQUIRED RONG YANGEQ-RY-17Recirculating Heater/ChillerThermofisherArctic SC150/A25X79.510 1/2"1' - 7"2' - 4"1205 RONG YANGEQ-RY-19Spin CoaterLaurellH6-23X
1011 5/8"1' - 4 13/16"1' - 8"1203XXLOCATED IN FUME HOOD RONG YANGEQ-RY-20RotavaporBucchiR-210X401' - 11"1' - 7"2' - 9"1200.5LOCATED IN FUME HOOD RONG YANGEQ-RY-21Refrigerator/FreezerX2'
- 10"2' - 9 3/4"5' - 7 3/4"1205 RONG YANGEQ-RY-22Vacuum DesiccatorVWRF4200-41111X23.751' - 4 1/2"1' - 3 5/8"1' - 7 1/2"X RONG YANGEQ-RY-25iCVD ReactorCustomX3008' - 0"3' - 0"3' - 4"12080LOCAL
SNORKEL RONG YANGEQ-RY-26iCVD Filaments Power Supplybk precision1715AX10.55 1/2"1' - 0 1/2"6 1/4"1202 RONG YANGEQ-RY-27iCVD PumpEdwardsiQDP80/QMB500X3591' - 3 3/8"2' - 4"2' - 8"240313XXXEXHAUST
REQUIRED RONG YANGEQ-RY-28Recirculating Heater/ChillerThermofisherArctic SC150/A25X79.510 1/2"1' - 7"2' - 4"1205 RONG YANGEQ-RY-29Recirculating Heater/ChillerThermofisherArctic SC150/A25X79.510
1/2"1' - 7"2' - 4"1205 RONG YANGEQ-RY-30Schlenk Line ManifoldChemglassAF-0450X203' - 4"4"2' - 0"120XLOCATED IN FUME HOOD RONG YANGEQ-RY-31Schlenk Line PumpWelchDuoSeal HighX1281' -
0"1' - 8"1' - 3"1208.8LOCATED IN FUME HOOD RONG YANGEQ-RY-32Vacuum Distilation ApparatusAldrichKugelrohrX2' - 1"11"1' - 6"1207.5X RONG YANGEQ-RY-33Recirculating Heater/ChillerThermofisherArctic
SC150/A25X79.510 1/2"1' - 7"2' - 4"1205 RONG YANGEQ-RY-36Centrifuge 2Eppendorf5417RX1' - 0"1' - 8"9"1206.9 RONG YANGEQ-RY-37MiliQMili-QA10X4211 3/4"1' - 8 1/2"1' - 8 1/2"1200.5X RONG
YANGEQ-RY-38Plasma CleanerHarrick PlasmaPDC-001-HPX451' - 6"9"11"1201.5 RONG YANGEQ-RY-39Pump Plasma CleanerHarrick PlasmaPDC-OPDX581' - 5"11"1' - 0"1202.5EXHAUST ?? RONG YANGEQ-RY-40EllipsometeryJ.
A. WoollamM-2000X1003' - 4 1/2"3' - 4 1/2"2' - 6 5/16"1204 RONG YANGEQ-RY-41Vacuum Oven 2X1' - 8"1' - 4"1' - 4 1/2"1205XX RONG YANGEQ-RY-44Refrigerator/FreezerX2' - 10"2' - 9 3/4"5'
- 7 3/4"1205X RONG YANGEQ-RY-46Stacked IncubatorX1' - 6 1/2"1' - 8 7/8"2' - 0"1205XX RONG YANGEQ-RY-47Centrifuge - UCX1' - 3"1' - 11"1' - 0"12012 RONG YANGEQ-RY-49Cell CounterBio-RadTC20X4.87
1/2"6"10"1201.2 RONG YANGEQ-RY-50Stacked IncubatorX1' - 6 1/2"1' - 8 7/8"2' - 0"1205XX 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02 5 4 3 5 4 5 22 13 3 5 3 2 2 a a a a 2a 2a
2 a 2 a Notes: 1. The "a" distance is equal to the minimum of 10% of the least horizontal distance or 0.4*h, but not less than 3ft or 4% of the least horizontal dimension. 2. Positive
indicates pressure to the building surface, negative indicates suction to the building surface. 3. h is the mean roof height. 4. Linear interpolation of table is not permitted see ASCE
7 for more information. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/2" = 1'-0" S0.00
180665.00 11/30/18 GENERAL NOTES GENERAL STRUCTURAL NOTES PART 1 -GENERAL REQUIREMENTS AND DESIGN CRITERIA 1.1Coordinate dimensions with architectural and mechanical drawings. 1.2GENERAL
A. Unless otherwise noted, details, sections and notes contained in the structural contract documents shall be considered typical for all similar conditions even if not explicitly referenced.
B. Loads imposed on the base building structure and temporary conditions intended to accommodate construction means and methods are not explicitly considered in this design. The contractor
shall advise the Engineer of Record regarding construction loads and temporary conditions imposed on the building structure. C. Verify in the field all existing conditions and dimensions
shown on the Drawings and/or affecting the installation of new work. Discrepancies and conflicts between the new and existing structure shall be brought to the attention of the Architect
prior to fabrication and construction of dependent work. 1.3ELEVATIONS & DIMENSIONS A. All dimensions, elevations and conditions shall be verified in the field by the contractors and
any discrepancies shall be brought to the attention of the engineer for clarification before proceeding with the affected part of the work. Dimensions and elevations noted in the contract
documents as (+/-) and all field conditions shall be verified in the field (V.I.F.) by the contractors prior to the submissions of shop drawings. Upon receipt of shop drawings, the
engineer has the right to assume that all field dimensions, elevations and conditions have been verified by the contractors and that the shop drawings accurately reflect such verifications
unless stated otherwise on the shop drawings. 1.4BUILDING CODES AND REFERENCED STANDARDS A. 2015 New York State Building Code B. Existing Building Code of New York State 2010 C. ASCE/SEI
7-10, Minimum Design Loads for Buildings and Other Structures 1.5DESIGN LOADS A. Dead Loads: All permanent stationary construction. B. Floor Live loads (uniform/concentrated) 1. Classrooms
and Labs50 psf 2. Roof20 psf/300 lbs. 3. Dunnage40 psf/300 lbs. C. Roof Snow Load Parameters. Where appropriate, drifting snow loads have been considered in accordance with Section
1610.6 of the Building Code. 1. Ground Snow Load, Pg40 psf 2. Flat Roof Snow Loads, Pf35 psf 3. Snow Exposure Factor, Ce1.0 4. Snow Load Importance Factor, Is1.25 5. Thermal Factor,
Ct1.0 D. Wind Load Parameters 1. Basic Wind Speed, V120 mph 2. Wind ExposureB 3. Internal Pressure Coefficient±0.18 4. Design Wind Pressure: Components and Cladding 1.6VIBRATION CRITERIA
A. Expected Vibration Velocity Performance4,000 min./s max. 1.7VERTICAL DEFLECTION LIMITS(ratio to span; max.) A. TypicalL/240; 3/4 in. B. Beams below AHU1/4 in. 1.8SEISMIC LOAD PARAMETERS
A.Seismic Use GroupII B.Spectral Response Acceleration, Ss0.126 C.Spectral Response Acceleration, S10.056 D.Site ClassD ABBREVIATIONS: WORD or PHRASEABBREVIATION ASDAllowable Stress
Design Alt.Alternate ACIAmerican Concrete Institute AISCAmerican Institute of Steel Construction AISIAmerican Iron and Steel Institute ASTMAmerican Society for Testing and Materials
AWSAmerican Welding Society ABAnchor Bolt Arch.Architect @ At B or Bot.Bottom BEWBottom Each Way CEPCentral Energy Plant CIPCast-in-Place CGCenter of Gravity Ctrd.Centered ℄Centerline
Clr.Clear Col.Column Conc.Concrete CMU Concrete Masonry Unit CRSIConcrete Reinforcing Steel Institute Const.Construction Const. Jt. or CJConstruction Joint Cont.Continuous Det.Detail
Dia. or ∅Diameter Dim.Dimension Dir.Direction DwlsDowels DnDown DwgDrawing Ea.Each EEEach End EFEach Face ESEach Side EWEach Way El.Elevation Elev.Elevator EOSEdge of Slab EOREngineer
of Record EPEmbed Plate Eq.Equal Exp. BoltExpansion Bolt Exp. Jt or EJ Expansion Joint Ext.Exterior FFFar Face Ft or 'Feet Fin.Finish Fin. Fl.Finish Floor Fl.Floor FDFloor Drain FPFull
Penetration Weld FSFooting Steps Galv.Galvanized GaGauge Gr.Grade GBGrade Beam HPHigh Point HSSHollow Structural Section H or Horiz.Horizontal HEFHorizontal Each Face HIFHorizontal
Inside Face HOFHorizontal Outside Face In. or "Inch Incl.Inclusive or Including Info.Information JtJoint KKip (1,000 pounds) KsfKips/Square Foot LELeft End LWLightweight LWCLightweight
Concrete LRFDLoad & Resistance Factor Design LLHLong Leg Horizontal LLVLong Leg Vertical LPLow Point Max.Maximum Mech.Mechanical MEP+TMechanical, Electrical, Plumbing and Technology
Min.Minimum ABBREVIATIONS: WORD or PHRASEABBREVIATION NFNear Face NICNot In Contract NWCNormal Weight Concrete NTSNot to Scale No. or #Number OC On Center O.D. Outer Diameter Pl. or
⅊Plate PLFPounds/Linear Foot PVCPolyvinyl Chloride PsfPounds/Square Foot PsiPounds/Square Inch P/CPre-cast Ref.Reference Reinf.Reinforce or Reinforcement RERight End RDRoof Drain Sect.Section
SCShear Connector or Slip Critical Bolt SCJSlab Control Joint SHShear Head SLVShort Leg Vertical Sim. Similar SJISteel Joist Institute SOGSlab-on-Grade Sq.Square SSStainless Steel StdStandard
StlSteel SDISteel Deck Institute Stiff.Stiffener Str.Structural Sym.Symmetrical TTop T&BTop & Bottom TOCTop of Concrete TOSTop of Steel TOWTop of Wall Typ.Typical UONUnless Otherwise
Noted V or Vert.Vertical VEFVertical Each Face VIFVertical Inside Face VIFVerify in Field VOFVertical Outside Face WWRWelded Wire Reinforcement WPWorking Point COMPONENT AND CLADDING
WITH LOADS (PSF) Area (SF) Zone 1 Positive Zone 1 Negative Zone 2 Positive Zone 2 Negative Zone 3 Positive Zone 3 Negative Zone 4 Positive Zone 4 Negative Zone 5 Positive Zone 5 Negative
</= 10--32--53--8039-3939-72 >/= 500--29--34--8128-3228-43 PART 3 -CONCRETE WORK 3.1CONCRETE MIX PROPERITES A. Element28 day strengthW/CAir Content (Max.) 1. Slabs-on-grade5,000 psi0.406%
± 1.5% 2. Interior pads, curbs, and infills4,000 psi0.45as mixed 3. Exterior pads5,000 psi0.406% ± 1.5% 4. Foundation Walls5,000 psi0.456% ± 1.5% B. Portland Cement:ASTM C150, Type
II. C. Density 1. Normal weight = 145 pcf 3.2 BASE PLATE GROUT A. 8,000 psi 28-day compressive strength at fluid consistency. 3.2STEEL REINFORCEMENT A. ASTM A615 Grade 60, deformed.
B. ASTM A497 welded wire reinforcement (Use flat sheets only). C. Do not tack or spot-weld crossing bars. D. For horizontal reinforcement provide tension laps and laminate with standard
hooks. 3.3POST INSTALLED ANCHORS A. Expansion Anchors: Hilti Kwik Bolt TZ. 1. Install per Hilti installation recommendations. 2. Provide standard depth of embedment as listed by Hilti,
U.O.N. B. Adhesive Dowels: Hilti HIT-HY 200 Adhesive 1. Install per Hilti installation recommendations. 2. Provide standard depth of embedment as listed by Hilti, U.O.N. C. Undercut
Anchors: Hilti HDA undercut anchors 1. Install per Hilti installation recommendations 2. Carbon steel, zinc plated in accordance with ASTM B633 Type III SC1 3.4REINFORCEMENT SHOP DRAWINGS
A. Submit for approval, complete bending and placing details of all reinforcement including welded wire reinforcement, indicating position of splices. Include accessory drawings. 3.5MINIMUM
CONCRETE CLEAR COVER A. Concrete placed against earth3 in. B. Slabs-on-grade bottom3 in. C. Slabs-on-grade top2 in. D. Formed concrete exposed to earth, water or weather2 in. 3.6EXISTING
SURFACE TREATMENT A. Roughen all existing concrete surfaces common with new concrete to amplitude of 1/4 inch. B. Existing concrete shall be considered concrete on this job at construction
joints or where a secondary pour is required. 3.7STANDARD SPECIFICATIONS A. CRSI Manual of Standard Practice B. ACI 318-14 -Building Code Requirements for Structural Concrete C. Follow
the latest recommendations and specifications of the American Concrete Institute: 1. ACI 301 Specifications for Structural Concrete 2. ACI 302 Concrete Floor and Slab Construction 3.
ACI 304 Guide for Measuring, Mixing, Transporting and Placing Concrete 4. ACI 305 Hot Weather Concreting 5. ACI 306 Cold Weather Concreting 6. ACI 315 ACI Detailing Manual 7. ACI 347
Guide to Formwork for Concrete PART 4 -STRUCTURAL STEEL 4.1STRUCTURAL SHAPES A. Wide flange and teet sectionsASTM A992 (Fy= 50 ksi) B. Hollow Structural SectionsASTM A1085 (Fy= 50 ksi)
C. Channel ASTM A36 (Fy= 36 ksi) D. AnglesASTM A36, U.O.N. (Fy= 36 ksi) E. PlateASTM A36, U.O.N. (Fy= 36 ksi) 4.2BOLTED CONNECTIONS A. ASTM A325-N. 4.3WELDING ELECTRODES A. Conform
to AWS Specifications for electrodes based on welding process and the type and grade of steel. E70XX electrodes (MIN.) for fillet welds. 4.4FABRICATION A. Shop fabricate to greatest
extent possible including holes, and connections. B. Submit complete shop drawings from field dimensions for the Architect's approval of all structural steel prior to fabrication.
4.5ERECTION A. Provide steel wedges, threaded screws, or shims to support and plumb all posts. B. Grout solid under base plates immediately after posts are plumb. C. Set bolts at base
plates using template. D. Install beams tight to the underside of the existing concrete slab. Jack the beams into place with screw jacks. Shim all gaps with steel shims hammered into
place. Tack weld all shims after installation. E. Submit installation procedures for review. F. Do not field cut or field modify any structural steel without prior written approval
by Engineer for each specific case. G. Refer to architectural drawings for fireproofing requirements. 4.6HOT-DIP GALVANIZING A. All steel, including but not limited to structural members,
connection materials and misc. metals, that is exposed to the exterior elements (weather) shall be hot-dip galvanized. All field welds, or areas where hotdip galvanizing is damaged,
shall be touched-up with a zinc-rich paint (“cold galvanizing”) after steel is completely installed. 4.7FRAMING A. Beams are equally spaced, U.O.N. B. Locate new posts on centerline
of existing beams, U.O.N. C. Center beams on posts, U.O.N. D. Coordinate welding to existing steel with abatement contractor. 4.8STANDARD SPECIFICATIONS A. AISC 360-05 Specification
for Structural Steel Buildings B. AWS D1.1 Structural Welding Code -Steel PART 2 -FOUNDATIONS 1. FOUNDATION DESIGN PARAMETERS A. Spread Footings: 1. Footings are designed for a maximum
allowable bearing pressure of 2 TSF with soil improved with rigid inclusions. 2. EXCAVATION A. All foundation excavation to be inspected by the Geotechnical Engineer. B. The elevations
shown on the drawings are anticipated and actual elevations are to be established in the field by the Geotechnical Engineer, but in no case shall the bottom of spread footings or grade
beams be located less than 4 feet 6 inches below the lowest adjacent surface exposed to freezing and 1 foot 6 inches below the bottom of the floor slab for interior spaces. 3. BACKFILL
UNDER SLAB ON GRADE A. Where required, backfill below foundations and slabs with 12 in layer of compacted crushed stone compacted to 95% density at optimum moisture content as defined
by ASTM D1557, Method D and 6 to 12 in layers of approved granular soil placed compacted to 95% density at optimum moisture content as defined by ASTM D1557, Method D. See Geotechnical
Report for grain size distribution and fill requirements. 4. BACKFILL AGAINST WALLS AND GRADE BEAMS A. Do not backfill against walls until wall concrete is at full design strength.
B. Backfill per Geotechnical Report. C. Foundation walls shall have all permanent horizontal construction in place and at full design strength prior to backfilling walls. 5. FOUNDATION
PLACEMENT AND PROTECTION A. Do not place foundation concrete in water or on frozen ground. B. Protect in-place foundations and slabs from frost penetration until the project is complete.
Do not use salt or chloride compounds to de-ice the site. #DATEDESCRIPTION 111.30.18ISSUED FOR CONSTRUCTION T T 1'-0" 1 2 THICKEN SLAB AT PERIMETER EDGES UNLESS OTHERWISE SHOWN IN PROJECT
SECTIONS CONT. WATERSTOP T 3" MIN. CLEAR COVER SUB-BASE SUBGRADE NOTES: 1. SEE PLANS FOR SLAB CONSTRUCTION. 2. SEE PLANS, GENERAL NOTES AND/OR SPECIFICATIONS FOR SUBBASE AND/OR SUBGRADE
REQUIREMENTS. 3. SEE GENERAL NOTES FOR ADDITIONAL REINFORCING BAR CONCRETE COVER REQUIREMENTS. 6" TOP BAR TENSION LAP SPLICE TYPICAL SEE SCHEDULE 0" TOP BAR TENSION LAP SPLICE TYPICAL
SEE SCHEDULE 0" TOP BAR TENSION LAP SPLICES HORIZONTAL BARS 3-#6 VERT. MATCH LARGER HORIZONTAL BAR CORNER DETAIL END DETAIL ROUGHEN TO 1/4" AMPLITUDE DOWEL TO MATCH SIZE AND SPACING
OF HORIZONTAL WALL REINFORCEMENT. EMBED 6" INTO (E) WALL WITH HILTI HIT HY200, SEE NOTE 1. (E) WALLNOTES: 1. PROVIDE SIMILAR DOWELS FROM (N) FOOTING TO (E) WALL. 6" (MAX.) SEE MECHANICAL
DWGS AND SPECIFICATIONS SEE MECHANICAL DWGS. AND SPECIFICATIONS 1" C.C. NOTE: 1. ADHESIVE GROUTED DOWELS ACCEPTABLE. MATCH REBAR SIZE AND LOCATIONS SHOWN AND EMBED A MINIMUM OF 2 1/2".
ANGLE EMBEDS, IF REQUIRED. COORDINATE WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS AND WITH MEP DWGS. MIN L4x4x1/4 W/ 5/8"Øx4" STUDS AT 1'-6" OC WITH MITER CUT AT CORNERS 1-#4 EACH CORNER
AND AT 2'-0" OC ALONG EDGES. (DRILL & EPOXY ADHESIVE ALTERNATE ACCEPTABLE) SEE TYPICAL CONCRETE CURB DETAIL IF CURB IS REQUIRED RAKE FINISH AT PAD #4 @ 15" EW TOP BARS TENSION DEVELOPMENT
LENGTH INCHES (Id) BAR SIZE OTHER BARS 3000 PSI 4000 PSI 5000 PSI 3000 PSI 4000 PSI 5000 PSI COMPRESSION DEVELOPMENT LENGTH INCHES 3000 PSI 4000 PSI 5000 PSI ALL BARS TENSION LAP/SPLICE
LENGTH INCHES 3000 PSI 4000 PSI 5000 PSI 3000 PSI 4000 PSI 5000 PSI TOP BARS OTHER BARS ALL BARS COMPRESSION LAP/SPLICE LENGTH INCHES 3000 PSI 4000 PSI 5000 PSI #3 #4 #5 #6 #7 #8 #9
#10 #11 22 19 17 17 15 13 9 8 8 29 25 2323 20 17 12 12 12 29 25 23 22 19 17 11 10 9 38 33 2930 25 23 15 15 15 36 31 28 28 24 22 14 12 12 47 41 3737 32 29 19 19 19 43 37 34 33 29 26
17 15 14 56 49 4345 38 34 23 23 23 63 54 49 48 42 38 20 17 16 82 71 6364 55 50 27 27 27 72 62 56 55 48 43 22 19 18 94 81 7273 63 56 30 30 30 81 70 63 62 54 48 25 22 21 106 91 8182 71
63 34 34 34 91 79 71 70 61 54 28 24 23 119 103 9193 80 71 38 38 38 101 87 78 78 67 60 31 27 25 132 114 102102 88 78 42 42 42 NOTES: 1. REPLACE EXISTING VAPOR BARRIER AND ADHERE TO REMAINING
VAPOR BARRIER ON ALL SIDES. REFER TO PROJECT SPECIFICATIONS. 2. CONTRACTOR TO COORDINATE LIMITS WITH ALL OTHER TRADES AND SUBMIT CUTTING PLAN PRIOR TO PROCEEDING WITH THE WORK. 3.
PROVIDE THIS DETAIL WHERE SHOWN ON PLAN AND AT ALL CUTS IN EXISTING SLAB ON GRADE FOR, BUT NOT LIMITED TO, BELOW GRADE PIPING, DUCT BANKS, CONDUITS, OTHER SUBGRADE WORK, ETC. NEW PLUMBING
LINE. COORDINATE LOCATION W/ P-SERIES DRAWINGS. NEW COMPACTED STRUCTURAL FILL (E) SLAB CONSTRUCTION (VIF) NEW SLAB CONSTRUCTION MATCH THICKNESS OF (E) 6" SLAB (VIF) #4 DOWELS DRILL
AND EPOXY INTO (E) SLAB @ 12" OC. SEE NOTE 1 #4 @ 1'-6" OC MIN. PROVIDE 2 BARS (MIN.) 6" (MIN.) (TYP.) 6" (MIN.) (TYP.) 6" (TYP.) SPLICE LENGTH (MIN.) WIDTH AS REQUIRED ALIGN TOP OF
SLABS TYP EQ TYP EQ Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated S0.10
180665.00 11/30/18 CONCRETE TYPICAL DETAILS 3/4" = 1'-0" THICKENED SLAB-ON-GRADE AT WALL 1 3/4" = 1'-0" SLAB-ON-GRADE DETAIL 2 3/4" = 1'-0" HORIZONTAL WALL REINFORCEMENT DETAILS 3 3/4"
= 1'-0" EQUIPMENT PAD ON SLAB ON GRADE 4 3/4" = 1'-0" REINFORCEMENT DEVELOPMENT LENGTH AND SPLICE LENGTH SCHEDULE 5 1 1/2" = 1'-0" EXISTING SLAB-ON-GRADE REPLACEMENT 6 2 # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION 2 01/07/19 ADDENDUM 02 2L7x4x3/8x0'-9" LONG w/ (2) 3/4"Ø A325-N BOLTS, NOTE 1. C8, SEE PLAN (2) 5/8"Ø HILTI KWIK BOLT TZ w/ 4" EMBEDMENT, EACH ANGLE
NOTES: 1. CUT BOTTOM FLANGE FLUSH TO PROVIDE CLEARANCE AND TOLERANCE FOR CONNECTION OF ANGLE LEGS. 1/4 2 SIDES, TYP. SHIM TIGHT w/ TACK WELDED STEEL SHIMS 3" SET AS TIGHT AS POSSIBLE
TO RIB FILLET Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274
Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1 1/2" = 1'-0" S0.20 180665.00
11/30/18 STEEL TYPICAL DETAILS 1 1/2" = 1'-0" SLAB OPENING REINFORCEMENT 7 #DATEDESCRIPTION 111.30.18ISSUED FOR CONSTRUCTION CA 1 C CA 1 C RO 1 RO VAC 1 VP SAN 1&2 SP LHW 1 WH CA 1
DD CA 1 DD N2 1 GEN LHWR 1 CP 1 3 2 4 R S T U 4A 22'-0" 1'-0" ± VIF 18'-0" ± VIF 1'-0" 20'-0" 1'-0" 6'-0" 1'-5" 10'-10" ± VIF 15'-5 1/2" ± VIF 13'-10" ± VIF 6'-2" ± VIF 1'-1 1/2" (N)
17'-9" OPENING 1'-1 1/2" 10 1/2" 4'-0" 4'-0" 4'-0" 4'-0" 10 1/2" HSS8x4x3/8 GALV., TYP. S6.00 1 SOG-1 S6.00 2 S6.00 3 HOUSEKEEPING PAD, SEE TYPICAL DETAILS. COORDINATE w/ EQUIPMENT
INSTALLER 4'-0"x4'-0"x5'-0" DEEP PRECAST CONCRETE SUMP PIT UNIT. COORDINATE w/ PLUMBING DRAWINGS. S6.00 5 SLAB-ON-GRADE INFILL BELOW SLAB PIPING, SEE P2.00U FOR SIZE AND LOCATION. DEMOLISH
(E) SLAB-ON-GRADE AND INFILL SLAB-ON-GRADE PER /6 S0.10 1 2 F D E G R S S1 R1 S6.00 1 L4x4x3/8 L4x4x3/8 C8x11.5 L4x4x3/8 WT6x32.5 GALV. HSS8x4x3/8 GALV., TYP. G-1 S6.00 2 S6.00 3 GALV.
GALV. GALV. GALV. WT6x32.5 GALV. WT6x32.5 GALV. WT6x32.5 GALV. SCOPE NOTE 1. CARRY ALLOWANCE FOR REPAIRING (E) CONCRETE ENCASEMENT WITH NON-SHRINK GROUT AT (N) PENETRATIONS AND CONNECTIONS.
SLAB NOTE G-1 GALVANIZED GCM-4 SERRATED WITH 3/16"x1-1/2" BARS AND CROSS BARS AT 1-3/16" OC BY McNICHOLS CO. WITH REMOVABLE FLUSH FASTENING OR EQUIVALENT WITH SAME BAR CONFIGURATION.
SLAB NOTE SOG-1 6" THICK SLAB-ON-GRADE REINFORCED WITH #3 @ 12" EACH WAY. SLOPE TO DRAIN. / 1 S1.01 & ./ 2 S1.01 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated S1.01 180665.00 11/30/2018 AREAWAY PART PLANS 1/4" = 1'-0" LEVEL 0 AREAWAY PART PLAN 1 1/4" =
1'-0" LEVEL 1 AREAWAY PART PLAN 2 KEY PLAN 2 2 2 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 01/07/19 ADDENDUM 02 1 3 2 4 6 5 O P Q R S T U S1 R1 4A 5.1 UNREINFORCED BEAM
OPENINGS, TYP. FOR 5"Ø SPRINKLER PIPES. COORDINATE w/ FP DRAWINGS. LOCATE WITHIN MIDDLE 1/3 OF BEAM, GRIND SMOOTH EDGES OF CUT. 2'-3" 2'-3" 2'-3" 32 4 6 D 5 G H Q R S U S1 R1 4A 5.1
COORD. FINAL SIZE w/ MECH DRAWINGS S6.01 1 S6.01 5 1 S4.00 2 S4.00 S6.01 7 W14x43 REMOVE RIB C10x15.3 S6.01 4 C8x11.5 32 4 6 5 G H S T 4A W16x36 W16x36 * W18x50 W18x50 W16x36 * W12x26
W16x36 W16x36 W16x36 W18x50 POST UP FROM DUNNAGE G-1 AHU 9,000 lbs S6.01 1 NOTES: 1. HOT DIP GALVANIZE ALL STEEL AND CONNECTIONS. 2. * INDICATES BEAMS WITH FINAL LOCATION DEPENDENT
ON EQUIPMENT. COORDINATE WITH INSTALLER. 3. TOS EL = 46'-3" UON. S6.01 5 TYP. AT (E) COL.'S 1 S4.00 2 S4.00 17'-3" 12'-8" W16x36 * W12x26 S6.01 7 W16x36 2L4x4x3/8 KICKER 2'-6" 2'-0"
1'-1" HSS7x7x3/8 HSS7x7x5/16 HSS7x7x5/16 HSS7x7x5/16 W18x50 W12x26 W12x26 W12x16 HSS7x7x3/8 POST, TYP. HANDRAIL, SEE ARCH. S6.01 2 SEE DETAIL 6/S0.20 EL. 46'-4 1/2" C8x11.5 SEE ARCH.
AND TYP. DETAILS FOR STAIR SLAB NOTE G-1 GALVANIZED GCM-4 SERRATED WITH 3/16"x1-1/2" BARS AND CROSS BARS AT 1-3/16" OC BY McNICHOLS CO. WITH REMOVABLE FLUSH FASTENING OR EQUIVALENT
WITH SAME BAR CONFIGURATION. SCOPE NOTE 1. CARRY ALLOWANCE FOR REPAIRING (E) CONCRETE ENCASEMENT WITH NON-SHRINK GROUT AT (N) PENETRATIONS AND CONNECTIONS. 32 4 6 5 G H S T 4A S6.01
1 1 S4.00 2 S4.00 HSS7x7x5/16 [-4'-8"] HSS7x7x5/16 SLOPED HSS7x7x5/16 HSS7x7x5/16 (E) 16WF36(E) 12WF25 TYP. BOTH ENDS OF HSS 5/16" FULL DEPTH STIFFENERS ALIGNED w/ EDGES OF HSS, TYP.
WHERE HSS IS ATTACHED TO BEAM WEB. HSS4x4x5/16x1'-0" TYP. AT BEAM CONNECTION STACK GUY WIRES BY AHU INSTALLER 3/4" FORGED EYE-BOLT HSS4x4x5/16x0'-6" TYP. AT POST CONNECTION CAP PL.
1/2"x4 1/2"x 0'-4 1/2", TYP. S6.01 2 NOTES: 1. HOT DIP GALVANIZE ALL STEEL AND CONNECTIONS. 2. TOS EL = 53'-8" UON. HSS7x7x5/16 SLOPED Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated S1.02 180665.00 11/30/18 THIRD AND FOURTH LEVEL PART PLANS
3/16" = 1'-0" LEVEL 3 FRAMING PART PLAN 1 3/16" = 1'-0" LEVEL 4 FRAMING PART PLAN 2 3/16" = 1'-0" DUNNAGE PLAN 3 3/16" = 1'-0" DUNNAGE PLAN - HIGH 4 2 # DATE DESCRIPTION 1 11/30/18
ISSUED FOR CONSTRUCTION 2 01/07/19 ADDENDUM 02 3 4 6 LEVEL 4 42'-0" LEVEL 5 54'-0" 54A Dunnage 46'-3" W16x36 HSS7x7x5/16 HSS7x7x3/8 HSS7x7x5/16 HSS7x7x3/8 HSS7x7x5/16 SLOPED 10'-0"5'-0"6'-2"13'-10"
HSS7x7x3/8 TOS = 53'-8" BEAM BEYOND Dunnage High 53'-8" HSS7x7x5/16 HSS7x7x5/16 SLOPED HSS7x7x3/8 LEVEL 4 42'-0" LEVEL 5 54'-0" S Dunnage 46'-3" S6.01 5 Dunnage High 53'-8" W16x36 GRATING,
SEE PLAN HSS7x7x5/16 HSS7x7x5/16 SLOPED HSS7x7x3/8 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road
Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl
8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850
Tel: 607-272-6477 3/8" = 1'-0" S4.00 180665.00 11/30/18 DUNNAGE ELEVATIONS AND SECTIONS 3/8" = 1'-0" DUNNAGE FRAME - EAST ELEVATION 1 3/8" = 1'-0" DUNNAGE FRAME - NORTH ELEVATION 2
#DATEDESCRIPTION 111.30.18ISSUED FOR CONSTRUCTION LEVEL 1 0" 1 LEVEL 0 -12'-0" 1/2"x3-1/2x0'-3-1/2" PLATE STIFFENER, TYP. (N) 4'-6" OPENING 5'-5" GRATING, SEE PLAN L4x4x3/8 w/ 3/4"Ø
S.S. HILTI KWIK BOLT TZ w/ 4" EMBEDMENT, TYP. 3 SIDES OF AREAWAY SOG CONSTRUCTION, SLOPE TO DRAIN, SEE PLAN #4 x 3'-0" LONG DOWEL @ 1'-0" OC w/ 4" EMBEDMENT w/ HILTI HIT HY200 (E) CONC
WALL BASE PL., NOTE 1, TYP. (2) 5/8"Ø S.S. HILTI KWIK BOLT TZ w/ 4" EMBEDMENT1/4TYP. HSS8x4 1/4 1/4 TYP. NOTE 3 NOTES: 1. AT END POSTS, OFFSET PLATE. 2. GALVANIZE ALL STEEL AND CONNECTIONS.
3. SEQUENTIAL INSTALLATION OF STEEL IN COORDINATION WITH LEG AND LEG REMOVAL AND REPLACEMENT OF MASONRY AND DEMOLITION AND RE-GROUTING OF CONCRETE. 4. REINFORCEMENT SIMILAR AT SYMMETRIC
FOOTING. 4'-6" 1'-6" 1'-6" 7'-6" 1'-6" #4 @ 12" OC CONT. DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINF. #7 @ 12" OC VERT. EACH FACE #6 @ 12" OC HORIZ. EACH FACE, CONT. GROUT INFILL
AFTER WT INSTALLATION C8x11.5 CONNECTED TO AREAWAY WALL w/ L6x6x5/16x10" w/ (2) 3/4"Ø A325 BOLTS AT C8 WEB AND (2) 3/4"Ø S.S. HILTI KWIK BOLTS w/ 4" EMBEDEMENT AND A 7" GAGE AT AREAWAY
WALL. S6.00 3 EQUIPMENT PAD, COORDINATE WITH MECHANICAL DRAWINGS. SEE TYPICAL DETAILS. S6.00 4 CAP PL. 1/2"x12"x1'-2", NOTE 1, TYP. 1" 1/2" COORD. BRICK SHELF w/ ARCH. DRAWINGS COORD.
TOP OF WALL ELEV. w/ ARCH. DRAWINGS 4'-6" #4 @ 12" OC CONT. #7 @ 12" OC LEVEL 1 0" 1 LEVEL 0 -12'-0" BRICK 1/2" GAP AT SOG CONSTRUCTION, SLOPE TO DRAIN, SEE PLAN #6 x 3'-0" LONG @ 1'-0"
OC. PROVIDE 4" EMBEDMENT INTO (E) CONCRETE WALL w/ HILTI HIT HY200. DRILL THROUGH (E) BRICK AS REQUIRED. LEDGER ANGLE, SEE / 1 S6.00 S6.00 3 #6 x 3'-0" LONG @ 1'-0" OC. PROVIDE 4" EMBEDMNET
INTO (E) CONCRETE WALL w/ HILTI HIT HY200 LEVEL 1 0" LEVEL 0 -12'-0" RS 20'-0" TYP. 3'-0" 1'-6" TYP. 3'-0" NOTES: 1. FOR BALANCE OF INFORMATION, SEE 2. INSTALLATION SEQUENCE: a. CUT
SLOT IN MASONRY FOR POST P1, SHIM BASE PLATE AT DESIRED ELEVATION. b. CUT SLOT IN MASONRY FOR POST P2, SHIM BASE PLATE. c. REMOVE MASONRY ABOVE LINTEL L1. d. SAW CUT CONCRETE ABOVE
LINTEL L1. e. INSTALL LINTEL L1, GROUT SOLID BETWEEN REMOVED CONCRETE AND LINTEL, RESTORE MASONRY. f. REMOVE MASONRY M1 BETWEEN P1 AND P2 AND INSTALL ONE ANCHOR IN EACH BASE PLATE.
g. CUT SLOT IN MASONRY FOR POST P3, SHIM BASE PLATE. h. REPEAT c THROUGH f FOR L2 AND M2 MASONRY PANEL. i. REPEAT SEQUENCE FOR P4 & L3 AND P5 & L4. j. GROUT ALL BASE PLATES. / 1 S6.00
TOOTH IN CUT BRICK AT JAMBS, TYP. P4 P3 P1 P2 P5 L3 L2 L1 L4 M3 M2 M1 M4 C L C L 6"6" 1'-0" 7" 7" 1'-2" TYP. 2" BASE PLATE IN FIELD C L C L 8 1/2"4 1/2" 1'-1" 7" 7" 1'-2" 2" 2 1/2"
2" BASE PLATE AT ENDS LEVEL 0 -12'-0" PRECAST CONCRETE SUMP PIT, COORDINATE WITH PLUMBING DRAWINGS 3'-0" MIN. TYP. (E) SLAB-ON-GRADE GAS TIGHT PIT COVER, SEE PLUMBING DOCUMENTS. COORDINATE
RECESS IN SLAB #4@12" DRILL AND EPOXY WITH 6" EMBEDMENT, TYP. INFILL SLAB-ON-GRADE, SOG-1 SEE /6 S0.10 4'-0" COORDINATE WITH PLUMBING DRAWINGS 5'-0" Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated S6.00 180665.00 11/30/18 SECTIONS AND DETAILS 3/4" = 1'-0"
AREAWAY SECTION 1 3/4" = 1'-0" AREAWAY SECTION 2 1/2" = 1'-0" AREAWAY ELEVATION 3 1 1/2" = 1'-0" BASE PLATE DETAILS 4 3/4" = 1'-0" SUMP PIT SECTION 5 2 # DATE DESCRIPTION 1 11/30/18
ISSUED FOR CONSTRUCTION 2 01/07/19 ADDENDUM 02 3 LEVEL 4 42'-0" Dunnage 46'-3" 1/4" PLATE, SEAL WELDED S6.01 3 DUNNAGE FRAMING, SEE PLAN S6.01 6 S6.01 6 3 S6.01 1 1'-3" 10" 2" TYP.
2" TYP. (4) 3/4"Ø EXPANSION ANCHORS, EMBED 4" MIN. PL. 3/8"x8"x1'-2" 1/4 (E) STEEL BEAM BELOW SS1 Dunnage 46'-3" L6x6x5/16" EACH SIDE OF WEB, FULL-DEPTHGRATING, SEE PLAN DUNNAGE FRAMING,
SEE PLAN SEE TYPICAL DETAILS FOR CONNECTION 3/4"Ø A325 BOLTS (E) STEEL COLUMN 1/4 1/4 2 LEVEL 4 42'-0" (E) SLAB, SEE PLAN SEE TYP. DETAILS FOR CONNECTION CHIP OUT ENCASEMENT AT BEAM
CONNECTIONS, RETAIN ANY (E) REINFORCEMENT NOT IN CONFLICT w/ NEW CONNECTION, NOTE 1. (N) BEAM, SEE PLAN NOTES: 1. FORM AND PLACE NEW CONCRETE ENCASEMENT AFTER COMPLETION OF CONNECTION.
(2) 3/4"Ø A325 PRETENSIONED BOLTS, TYP. L5x5x1/2 x 0'-6" LONG w/ 3/8"x3"x0'-3" GUSSET PLATE, TYP. HSS GIRT, SEE PLAN 1/4" FITTED CAP PLATE, TYP. HSS7x7 POST, SEE PLAN 3/16 3/16 2 SIDES,
TYP. 3/16 TYP. NOTES: 1. AT SLOPED GIRT, PROVIDE 1/2"x0'-6" LONG BENT PLATE WITH 5" VERTICAL LEG AND 6" HORIZONTAL LEG. HORIZONTAL LEG TO MATCH SLOPE OF GIRT. PROVIDE TYPICAL WELD
AND STIFFENER. 3 HSS GIRT, TYP SEE FOR CONNECTION DETAILS / 2S6.01 BEAM, SEE PLAN MIN. TYP. 1 1/2" TYP. 3" 4 1'-2" 8" 2" TYP. 2" TYP. (4) 3/4"Ø EXPANSION ANCHORS, EMBED
4" MIN. PL. 3/8"x8"x1'-2" 1/4 (E) STEEL BEAM BELOW Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road
Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl
8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850
Tel: 607-272-6477 As indicated S6.01 180665.00 11/30/18 SECTIONS AND DETAILS 3/4" = 1'-0" DUNNAGE SECTION 1 1 1/2" = 1'-0" BASE PLATE DETAIL AT ROTATED POST 3 1 1/2" = 1'-0" SECTION
5 1 1/2" = 1'-0" SECTION 7 1 1/2" = 1'-0" HSS GIRT TO POST CONNECTION 2 1 1/2" = 1'-0" HSS GIRT CONNECTION 6 1 1/2" = 1'-0" BASE PLATE DETAIL 4 #DATEDESCRIPTION 111.30.18ISSUED FOR
CONSTRUCTION FDC TH FDH AR z dwg x dwg y dwg RISER DESIGNATION DRAWING NUMBER r dwg SYMBOLS -GENERAL ANNOTATION SECTION NUMBER CONNECT TO EXISTING DRAWING NUMBER ELEVATION NUMBER DRAWING
NUMBER DETAIL / PART-PLAN NUMBER DRAWING NUMBER KEY NOTE ## HYDRAULIC CALCULATION NODE SINGLE-LINE SYMBOLS -VALVES AND PIPE ACCESSORIES INDICATING ISOLATION VALVE CHECK VALVE INDICATING
PRESSURE REGULATING ISOLATION VALVE NON-INDICATING (DRAIN) VALVE PILOT OPERATED PRESSURE CONTROL VALVE PILOT OPERATED PRESSURE RELIEF VALVE POST INDICATING ISOLATION VALVE SINGLE-LINE
SYMBOLS -RISER AND ALARM CHECK VALVES WET-PIPE RISER CHECK VALVE WET-PIPE ALARM CHECK VALVE DRY-PIPE ALARM CHECK VALVE PREACTION ALARM CHECK VALVE DELUGE ALARM CHECK VALVE SINGLE-LINE
SYMBOLS -BACKFLOW PREVENTERS BACKFLOW PREVENTER -DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTER -REDUCED PRESSURE ZONE ASSEMBLY SINGLE-LINE SYMBOLS -FIRE HOSE VALVES FIRE HOSE VALVE
FIRE HOSE VALVE AND HOSE REEL FIRE HOSE VALVE CABINET FIRE HOSE VALVE / HOSE REEL CABINET FIRE HOSE VALVE -PRESSURE REGULATING TYPE SINGLE-LINE SYMBOLS -CONNECTIONS FIRE DEPARTMENT
INLET CONNECTION FIRE DEPARTMENT OUTLET HYDRANT CONNECTION FIRE PUMP TEST HEADER CONNECTION SYMBOLS -SPRINKLERS AND NOZZLES PENDENT FRAME STANDARD SPRAY PATTERN SPRINKLER TEST AND DRAIN
VALVE WET SYSTEM AIR RELEASE VENT PRESSURE RELIEF VALVE (SPRING OPERATED) UPRIGHT FRAME STANDARD SPRAY PATTERN SPRINKLER SIDEWALL FRAME STANDARD SPRAY PATTERN SPRINKLER PENDENT FRAME
EXTENDED COVERAGE SPRAY PATTERN SPRINKLER UPRIGHT FRAME EXTENDED COVERAGE SPRAY PATTERN SPRINKLER SIDEWALL FRAME EXTENDED COVERAGE SPRAY PATTERN SPRINKLER PENDENT FRAME ESFR SPRINKLER
UPRIGHT FRAME ESFR SPRINKLER PENDENT FRAME CMSA STORAGE PROTECTION SPRINKLER UPRIGHT FRAME CMSA STORAGE PROTECTION SPRINKLER PENDENT-VERTICAL SIDEWALL FRAME NRTL LISTED WINDOW SPRINKLER
HORIZONTAL SIDEWALL FRAME NRTL LISTED WINDOW SPRINKLER UPRIGHT FRAME NRTL LISTED ATTIC SPRINKLER UPRIGHT FRAME NRTL LISTED COMBUSTIBLE CONCEALED SPACE SPRINKLER 360-DEGREE DISCHARGE
NOZZLE 180-DEGREE DISCHARGE NOZZLE PENDENT FRAME STANDARD SPRAY PATTERN DRY SPRINKLER UPRIGHT FRAME STANDARD SPRAY PATTERN DRY SPRINKLER SIDEWALL FRAME STANDARD SPRAY PATTERN DRY SPRINKLER
PENDENT FRAME STANDARD SPRAY PATTERN OPEN DELUGE SPRINKLER UPRIGHT FRAME STANDARD SPRAY PATTERN OPEN DELUGE SPRINKLER SIDEWALL FRAME STANDARD SPRAY PATTERN OPEN DELUGE SPRINKLER SELECTOR
VALVE (GASEOUS AGENTS / WATER MIST) SYMBOLS -EXISTING EQUIPMENT* *DASHED LINE-TYPE APPLIES UNIFORMLY TO EXISTING DIV. 21 EQUIPMENT AND PIPING; SYMBOLS SHOWN ARE REPRESENTATIVE. EXISTING
DIV. 21 EQUIPMENT AND PIPING REMOVAL OF EXISTING DIV. 21 EQUIPMENT AND PIPING EXISTING SPRINKLER OR NOZZLE REMOVAL OF EXISTING SPRINKLER OR NOZZLE EC WS DRY EC DRY D WATER FLOW SWITCH
PRESSURE GAUGE ABBREVIATIONS ACTACOUSTICAL CEILING TILE AFFABOVE FINISH FLOOR AFGABOVE FINISH GRADE AHJAUTHORITY HAVING JURISDICTION ARCHARCHITECT BLDGBUILDING BOPBOTTOM OF PIPE BORBOTTOM
OF RISER CLCENTER LINE CMUCONCRETE MASONRY UNIT CONTCONTINUATION DNDOWN DWGDRAWING ELECELECTRICAL ELEVELEVATION EXEXISTING FTFEET GALVGALVANIZED GPMGALLONS PER MINUTE GWBGYPSUM WALL
BOARD HAZMATHAZARDOUS MATERIAL INVINVERT INTINTERLOCK MAXMAXIMUM MINMINIMUM MECHMECHANICAL MISCMISCELLANEOUS MMETERS MMMILLIMETERS NANOT APPLICABLE NASNO AUTOMATIC SPRINKLERS NHSNATIONAL
HOSE STANDARD NCNORMALLY CLOSED NICNOT IN CONTRACT NONORMALLY OPEN NRTLNATIONALLY RECOGNIZED TESTING LABORATORY NTSNOT TO SCALE QTYQUANTITY SQFTSQUARE FEET SQMSQUARE METERS LPMLITERS
PER MINUTE TEMPTEMPERATURE TORTOP OF RISER TYPTYPICAL W/WITH ABBREVIATIONS -SYSTEM DESIGNATIONS CACLEAN AGENT DFMDRY STANDPIPE FEED-MAIN DSPDRY SPRINKLER DSTDRY STANDPIPE FDCFIRE DEPARTMENT
CONNECTION FSPFOAM-WATER SPRINKLER FWSFIRE WATER SERVICE HCO2HIGH PRESSURE CARBON DIOXIDE LCO2LOW PRESSURE CARBON DIOXIDE PSPPREACTION SPRINKLER SDSPRINKLER DRAIN WBFSWATER-BASED FIRE
SUPPRESSION WCSTWET COMBINATION SPRINKLER / STANDPIPE WFMWET STANDPIPE FEED-MAIN WSPWET SPRINKLER WSTWET STANDPIPE WMSTWATER MIST ABBREVIATIONS -EQUIPMENT & MATERIALS ACVALARM CHECK
VALVE ATSAUTOMATIC TRANSFER SWITCH BFPBACKFLOW PREVENTER BVBUTTERFLY OR BALL INDICATING VALVE DAVDRY-PIPE ALARM VALVE DVCADOUBLE CHECK VALVE ASSEMBLY DCDADOUBLE CHECK VALVE DETECTOR
ASSEMBLY DRADRY-PIPE MAIN RISER ASSEMBLY FHVFIRE HOSE VALVE FHVCFIRE HOSE VALVE CABINET FHZCFIRE HOSE VALVE & ZONE CONTROL ASSEMBLY FPUFIRE PUMP FPUCFIRE PUMP CONTROLLER FRAFOAM-WATER
SPRINKLER MAIN RISER ASSEMBLY FSFLOW SWITCH LPSLOW PRESSURE SWITCH NRSNON RISING STEM GATE VALVE OSYOUTSIDE SCREW & YOKE INDICATING VALVE PIVPOST INDICATING VALVE PIVWPOST INDICATING
VALVE -WALL MOUNT PMPPRESSURE MAINTENANCE PUMP PMPCPRESSURE MAINTENANCE PUMP CONTROLLER PRAPREACTION MAIN RISER ASSEMBLY PRACPREACTION MAIN RISER ASSEMBLY CABINET PRVPRESSURE REGULATING
VALVE PSPRESSURE SWITCH RPZAREDUCED PRESSURE ZONE ASSEMBLY SDRSPRINKLER DRAIN RISER THTEST HEADER TSTAMPER SWITCH WAVWET-PIPE ALARM VALVE WRAWET-PIPE MAIN RISER ASSEMBLY ZCAZONE CONTROL
ASSEMBLY ZCACZONE CONTROL ASSEMBLY CABINET ABBREVIATIONS -GENERAL NOTE NOT ALL ABBREVIATIONS USED FOR THIS PROJECT SYMBOLS -GENERAL NOTE NOT ALL SYMBOLS USED FOR THIS PROJECT XXX EC
DRY ESFR ESFR CMSA CMSA WS A CC Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
NONE FP0.01 29313.00 11/30/18 FIRE PROTECTION SYMBOLS & ABBREVIATIONS #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FIRE PUMP MODEL EXISTING FIRE PUMP TEST RESULTS DATE CONDUCTED FIRE PUMP RATED CAPACITY CHURN (PSI) FLOW (GPM) FLOW (PSI) FIRE PUMP LOCATIONNOTES STANDPIPE SYSTEM INSTALLATION SPRINKLER
SYSTEM INSTALLATION GENERAL REQUIREMENTS FIRE PROTECTION DOCUMENT SUBMITTAL PROCESS STANDPIPE SYSTEM DESIGN CRITERIA - NFPA 14 SPRINKLER / STANDPIPE SYSTEM IMPAIRMENTS 1.SPRINKLER SYSTEM
INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 AS REFERENCED BY THE BUILDING CODE. 2.SPRINKLERS SHALL BE PROVIDED THROUGHOUT INCLUDING BUT NOT LIMITED TO: A.ELECTRIC ROOMS AND CLOSETS
B.TEL/DATA CLOSETS C.ENTRY VESTIBULES D.TOP AND BOTTOM OF STAIRWELLS E.UNDERNEATH UN-ENCLOSED STAIR LANDINGS F.BATHROOMS 3.ALL SPRINKLERS IN SPACES WITH FINISHED CEILINGS SHALL BE INSTALLED
CENTER OF TILE OR ALIGNED WITH CEILING COMPONENTS WITH NO VISIBLE DEVIATION AND IN ACCORDANCE WITH ARCHITECTURAL REFLECTED CEILING PLAN. 4.PROVIDE ADDITIONAL SPRINKLERS BEYOND CODE
REQUIRED MINIMUMS TO PROVIDE SYMMETRICAL LAYOUTS AND AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLAN. 5.ALL PENDENT SPRINKLERS IN AREAS WITH FINISHED CEILINGS SHALL BE INSTALLED
ON RETURN BENDS CONNECTED TO THE TOP OF THE SUPPLYING BRANCH PIPE OR FLEXIBLE SPRINKLER CONNECTIONS. 6.ALL UPRIGHT SPRINKLERS SHALL BE INSTALLED IN WITH 1" RISER NIPPLES AND REDUCING
FITTINGS IN ACCORDANCE WITH DETAILS. 7.BUSHINGS SHALL NOT BE USED. 8.ALL PIPING SHALL BE ARRANGED TO DRAIN BACK TO CONTROL VALVE ASSEMBLY. WHERE PIPING CANNOT DRAIN BACK TO CONTROL
VALVE ASSEMBLY PROVIDE ADDITIONAL DRAIN CONNECTIONS IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. 9.MAINTAIN REQUIRED CLEARANCES FROM INCLUDING BUT NOT LIMITED TO STRUCTURAL MEMBERS AND
CEILING MOUNTED EQUIPMENT IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. 10.MINIMUM 18" CLEARANCE SHALL BE MAINTAINED BETWEEN SPRINKLER DEFLECTOR AND TOP OF STORAGE AND SHELVING. 11.PROVIDE
INTERMEDIATE OR HIGH TEMPERATURE RATED SPRINKLERS WHERE REQUIRED BY NFPA 13 OR WHERE AMBIENT TEMPERATURE MAY EXCEED SPRINKLER MAXIMUM AMBIENT TEMPERATURE RATING. 12.ALL PAINTED OR OTHERWISE
DAMAGED SPRINKLERS OR COVERPLATES SHALL BE REPLACED WITH NEW. 13.PROVIDE AND INSTALL GUARDS ON SPRINKLERS SUSCEPTIBLE TO MECHANICAL DAMAGE INCLUDING, BUT NOT LIMITED TO SPRINKLERS IN
MECHANICAL ROOMS, AND SPRINKLERS INSTALLED LESS THEN 7' AFF. 14.PROVIDE DRY TYPE SPRINKLERS IN ALL WALK-IN COOLERS/FREEZERS AND ENTRY VESTIBULES. 1.PURPOSE OF ENGINEERING DRAWINGS.
THE DRAWINGS ARE DIAGRAMMATIC, THEY ARE NOT INTENDED TO BE ABSOLUTELY PRECISE; THEY ARE NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING AND COMPONENT. THE PURPOSE OF THE DRAWINGS
IS TO INDICATE A SYSTEM CONCEPT, THE MAIN COMPONENTS OF THE SYSTEMS AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS. BASED UPON THE SYSTEMS CONCEPT, THE MAIN COMPONENTS, AND THE APPROXIMATE
GEOMETRIC RELATIONSHIPS, PROVIDE ALL OTHER COMPONENTS AND MATERIALS NECESSARY TO MAKE THE SYSTEMS FULLY COMPLETE AND OPERATIONAL. 2.MAKE REASONABLE AND NECESSARY MODIFICATIONS IN LAYOUTS
AND COMPONENTS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES AND TO COORDINATE IN ACCORDANCE WITH SPECIFICATIONS. 3.ALL COMPONENTS SHOWN ARE NEW UNLESS SPECIFICALLY NOTED AS
EXISTING. 4.MAINTAIN MAXIMUM HEADROOM AT ALL LOCATIONS. ALL PIPING TO BE AS TIGHT TO UNDERSIDE OF DECK AS POSSIBLE. ALL EXPOSED PIPING SHALL BE APPROVED BY ARCHITECT AND SHALL MAINTAIN
REQUIRED CLEARANCES. 5.SYSTEMS SHALL RUN IN A RECTILINEAR FASHION. 6.MAINTAIN COMPLETE AND SEPARATE SET OF INSTALLATION DRAWINGS ON SITE AT ALL TIMES. RECORD WORK COMPLETED AND ALL
MODIFICATIONS CLEARLY AND ACCURATELY. 7.ALL SYSTEM COMPONENTS SHALL COMPLY WITH NFPA REQUIREMENTS AND BE FM APPROVED AND UL-LISTED, AND SHALL BE INSTALLED IN ACCORDANCE WITH LISTING
REQUIREMENTS. 8.THREADED ROD SHALL NOT BE FORMED OR BENT. ALL BOWED, BENT OR OTHERWISE DEFORMED THREADED ROD SHALL BE REPLACED WITH NEW. 9.ALL CONTROL VALVES SHALL BE INSTALLED SO
THAT THE POSITION INDICATOR IS VISIBLE FROM THE FLOOR BELOW. 10.PROVIDE IDENTIFICATION AT CONTROL VALVES, DRAIN VALVES AND TEST CONNECTIONS INDICATING VALVE FUNCTION AND PORTION OF
SYSTEM CONTROLLED. 11.PROVIDE THROUGH PENETRATION FIRESTOP ASSEMBLIES AT ALL PENETRATIONS OF SMOKE AND/OR FIRE RATED FLOORS AND WALLS IN ACCORDANCE WITH BUILDING CODE AND SPECIFICATION
REQUIREMENTS. 12.WHEN THE WORK IS NEARING COMPLETION, THE FIRE PROTECTION CONTRACTOR'S PROJECT EXECUTIVE OR HIS/HER DESIGNATED REPRESENTATIVE SHALL PHYSICALLY WALK DOWN THE INSTALLATION,
EXAMINING IT IN DETAIL, AND PREPARE A PUNCH LIST CONTAINING AN ITEMIZATION OF WORK REMAINING FOR 100% COMPLETION. SUBMIT THIS TO THE ENGINEER WHO WILL THEN INSPECT THE WORK AND PREPARE
THE ENGINEER'S PROJECT VISIT REPORT. 1.STANDPIPE SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 14 AS REFERENCED BY THE BUILDING CODE. 2.PROVIDE CONTROL VALVE AT CONNECTION OF
EACH STANDPIPE TO FEED MAIN. 3.PROVIDE DRAIN VALVE AT THE BASE OF EACH STANDPIPE. 4.PROVIDE HOSE CONNECTION AT TOP LANDING OF STAIRS WITH STAIRWAY ACCESS TO ROOF. PROVIDE ROOF MANIFOLD
WITH POST INDICATING VALVE THROUGH ROOF AT TOP OF STAIRS WITHOUT STAIRWAY ACCESS TO ROOF. 5.PROVIDE TWO HOSE CONNECTIONS AT TOP OF HYDRAULICALLY MOST REMOTE STANDPIPE. 6.PROVIDE PRESSURE
GAUGE WITH CONTROL VALVE AND DRAIN PLUG AT THE TOP OF EACH STANDPIPE. 7.PROVIDE AIR RELIEF VALVES AT THE TOP OF EACH STANDPIPE. 1.THE DESIGN CONTENT OF THESE DRAWINGS IS INTENDED TO
SATISFY THE STATE BUILDING CODE REQUIREMENTS FOR CONSTRUCTION DOCUMENTS . WHEN STAMPED AND SEALED BY THE ENGINEER OF RECORD THEY ARE INTENDED TO BE USED AS PART OF THE BUILDING PERMIT
APPLICATION ONLY. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE SHOP DRAWING SUBMITTAL INCLUSIVE OF ALL INFORMATION REQUIRED BY THE STATE BUILDING CODE AND THE CONSTRUCTION
DOCUMENTS. SHOP DRAWINGS REVIEWED BY THE ENGINEER OF RECORD SHALL BE USED FOR SUPPLEMENTAL FIRE PROTECTION SYSTEM INSTALLATION PERMITS OR SUBMITTALS WHERE SUCH PERMITS OR SUBMITTALS
ARE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE RECORD DRAWING SUBMITTAL INCLUSIVE OF ALL FIELD CHANGES AND ALL INFORMATION
REQUIRED BY THE STATE BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. 4.SHOP DRAWINGS AND RECORD DRAWING SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR'S QUALIFIED DESIGNER AND SHALL
INDICATE THE DESIGNER'S NICET CERTIFICATION NUMBER OR PROFESSIONAL ENGINEERING SEAL & SIGNATURE AS REQUIRED BY THE CONSTRUCTION DOCUMENTS. 5.THE ENGINEER OF RECORD SHALL NOT SIGN AND
SEAL SHOP DRAWING OR RECORD DRAWING SUBMITTALS PREPARED BY THE CONTRACTOR. WHERE THE AUTHORITY HAVING JURISDICTION REQUIRES SHOP DRAWING OR RECORD DRAWING SUBMITTALS TO BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER, THE SUBMITTALS SHALL BE PREPARED BY A QUALIFIED PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR. HOSE ALLOWANCE (GPM) (SQ FT) MAX AREA PER SPRINKLER
(SQ FT) CALCULATION AREA DESIGN DENSITY (GPM/SQ FT) OCCUPANCY CLASSIFICATION AREA DESCRIPTION LIGHT HAZARD/HC-1OFFICE SPACE, LOBBY, COMMON AREA, RESTROOMS0.101500225100 LIGHT HAZARD/HC-1MEETING
ROOM, CONFERENCE ROOM0.101500225100 SPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13 / FM GLOBAL DS 3-26 ORDINARY HAZARD I/HC-2MECHANICAL ROOM ELECTRICAL ROOM, TEL/DATA0.22500130250 LIGHT
HAZARD/HC-1CLASSROOM, EDUCATIONAL0.101500225100 ORDINARY HAZARD II/HC-2LABORATORIES (USING CHEMICALS) - CLASS A AND B0.202500130250 NOTES: *REQUIRED SYSTEM FLOW AND PRESSURE CRITERIA
SHALL BE THE GREATER OF THE AREA / DENSITY CRITERIA SYSTEM DESIGN CRITERIA SHALL MEET BOTH NFPA 13 OCCUPANCY HAZARD CLASSIFICATION AND FM GLOBAL HAZARD CLASSIFICATION DESIGN CRITERIA
11/6/17PATTERSON750BASEMENT144177750NOTE: SHOP DRAWING HYDRAULIC CALCULATION(S) SUBMITTAL SHALL BE BASED UPON WATER SUPPLY DATA OBTAINED FROM TESTING PERFORMED WITHIN TWELVE (12) MONTHS
OF SUBMITTAL DATE. CONTRACTOR SHALL PERFORM ADDITIONAL FIRE PUMP TESTS AS REQUIRED TO SATISFY THIS REQUIREMENT. NFPA 14 CLASS MAXIMUM STATIC PRESSURE (PSI)PRESSURE (PSI) MINIMUM RESIDUAL
DESIGN FLOW (GPM) SINGLE OUTLET DESIGN FLOW (GPM) TOTAL SYSTEM NOMINAL SIZE (IN) FDV OUTLET OUTLET LOCATIONS CLASS - MANUALEGRESS STAIRS - MAIN LANDING2 1/2175100250750 | 1000 1.PREPARE,
IN NARRATIVE AND DRAWING FORMAT AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION (AHJ), A FORMAL IMPAIRMENT PLAN IDENTIFYING AT A MINIMUM THE FOLLOWING: A.STATUS OF BUILDING OCCUPANCY
(OR VACANCY) DURING CONSTRUCTION. B.DURATION AND TIMING OF FIRE SPRINKLER AND STANDPIPE SYSTEM SHUTDOWNS. C.NECESSARY PROVISIONS FOR TEMPORARY WATER SUPPLIES AND CONNECTIONS TO EXISTING
FIRE SPRINKLER / STANDPIPE SYSTEMS TO REMAIN IN SERVICE. D.PROVISIONS FOR TEMPORARY FIRE PROTECTION SYSTEMS SUCH AS LINEAR HEAT DETECTION. 2.COORDINATE IMPAIRMENT PLAN WITH THE GENERAL
CONTRACTOR FOR INCORPORATION INTO THE NFPA 241 FIRE SAFETY PROGRAM PREPARED BY THE GENERAL CONTRACTOR. 3.FIRE DEPARTMENT CONNECTIONS: ALL BUILDING FIRE DEPARTMENT CONNECTIONS MUST
REMAIN IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. PROVIDE TEMPORARY PIPING CONNECTIONS AS NECESSARY TO MAINTAIN SERVICE UNTIL NEW PIPING SYSTEMS ARE COMPLETED. 4.WET STANDPIPES:
AT LEAST ONE BUILDING WET-PIPE STANDPIPE MUST REMAIN IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. ALL BUILDING WET-PIPE STANDPIPES MUST REMAIN IN SERVICE DURING NORMAL BUSINESS
HOURS. 5.SPRINKLERS OUTSIDE OF WORK AREA: SPRINKLERS PROTECTING AREAS OUTSIDE OF THE WORK AREA MUST REMAIN IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. PROVIDE TEMPORARY PIPING
CONNECTIONS AS NECESSARY TO MAINTAIN SERVICE UNTIL NEW PIPING SYSTEMS ARE COMPLETED. 6.SPRINKLERS WITHIN WORK AREA: SPRINKLERS PROTECTING AREAS WITHIN THE WORK AREA SHALL REMAIN IN
SERVICE WHEN SYSTEM IS NOT BEING MODIFIED. WHERE SPRINKLER SYSTEM IMPAIRMENTS ARE PROLONGED AS DETERMINED BY THE AHJ, TEMPORARY HEAT DETECTION OR APPROVED EQUIVALENT SHALL BE PROVIDED.
7.SPRINKLER SYSTEMS SHALL NOT BE SHUTDOWN ON SUCCESSIVE FLOORS FOR ANY DURATION. 8.SPRINKLER SYSTEMS SHALL NOT BE SHUTDOWN FOR ANY DURATION UNTIL TEMPORARY HEAT DETECTION HAS BEEN INSTALLED.
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" FP0.02 29313.00
11/30/18 FIRE PROTECTION NOTES & DESIGN CRITERIA #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 F F F F F FF
FF F F F F F F FF F FF F D DD D D D D D D D DDD D D D 2 134678 5 Q P R S T O 10 U 9 S1 R1 4A Q1 5.1 3" PSP 3" PSP EXISTING FIRE PUMP AND FIRE SERVICE REMOVE EXISTING SPRINKLER CHECK
VALVE AND WATER FLOWSWITCH EXISTING STANDPIPE, FEED AND VALVES REMOVE AND REPLACE EXISTING OS&Y STANDPIPE CONTROL VALVE REMOVE EXISTING PREACTION SYSTEM PIPING BACK TO EXISTING PREACTION
VALVE Room B00UJ Room B78A Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B77 Room B00UK Room B00UA Room B00UB Room B00UC WET PIPE SPRINKLER MAINS ARE
EXISTING TO REMAIN. 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FP1.00
29313.00 11/30/18 FIRE PROTECTION LEVEL 0 DEMO GENERAL NOTES: 1.REFER TO FP0.02 FOR IMPAIRMENT NOTES. 2.REMOVE EXISTING SPRINKLERS, BRANCHLINES, AND MAINS THROUGHOUT IDENTIFIED AREA.
#DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018 F F F F F F F F F F FFFF F F F F F F FF
FF F F F F F F FF F F F F F F D D D D D D 2 134678 5 Q P R S T O U S1 R1 4A Q1 5.1 EXISTING STANDPIPE, FEED AND VALVES Room 100CK Room 167F Room 100CG Room 100CJ Room 167E Room 167C
Room 167D Room 168 Room 170B Room 169 Room 165B Room 156 Room 158 Room 158B Room 167A Room 170A Room 167B Room 160 Room 100SA Room 162 Room 158A Room 167 Room 170 Room 165 Room 100UA
Room 100CA Room 100JA Room 100UB Room 100CH Room 100UF Room 167G WORK AREA 2 WET PIPE SPRINKLER MAINS ARE EXISTING TO REMAIN. 2 Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FP1.10 29313.00 11/30/18 FIRE PROTECTION LEVEL 1 DEMO GENERAL NOTES: 1.REFER TO
FP0.02 FOR IMPAIRMENT NOTES. 2.REMOVE EXISTING SPRINKLERS THROUGHOUT IDENTIFIED AREA. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 DocuSign Envelope ID: A198E6BC-80F0-4574-
909E-457FA59E132F 12/18/2018 F F F F F F F F F F F F F F F F F F F F F F F FFFF FF D D DD D D DD D DD D DD DD D D D D D D DD D DDD D D D D D DD D D D D DDD DD DD D 2 134678 5 Q P R S
T O U 9 S1 R1 4A Q1 5.1 4" WSP 4" WSP 4" WSP EXISTING TO REMAIN STANDPIPE, FEED AND VALVES REMOVE EXISTING SPRINKLER CHECK VALVE AND WATER FLOWSWITCH REMOVE EXISTING MAIN AS SHOWN.
RESUPPLY EXISTING TO REMAIN MAIN AND SPRINKLERS VIA NEW MAIN SHOWN ON NEW WORK PLANS. Room 200SD Room 255A Room 270A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260
Room 200SA Room 265A Room 252 Room 254 Room 256 Room 260A Room 272 Room 276 Room 278 Room 274 Room 270 Room 267 Room 265B Room 265 Room 200JA Room 200UA Room 200UB Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FP1.20 29313.00 11/30/18 FIRE PROTECTION
LEVEL 2 DEMO GENERAL NOTES: 1.REFER TO FP0.02 FOR IMPAIRMENT NOTES. 2.REMOVE EXISTING SPRINKLERS, BRANCHLINES, AND MAINS THROUGHOUT IDENTIFIED AREA. #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 F F F F F F F FFF F F F F F F F F F FFFF FF F D D D D D D D D D D D D DDDDD D D DD D D D D D D
D D D D D D D D D D D D D 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 EXISTING TO REMAIN STANDPIPE, FEED AND VALVES REMOVE EXISTING SPRINKLER CHECK VALVE AND WATER FLOWSWITCH REMOVE
EXISTING MAIN AS SHOWN. RESUPPLY EXISTING TO REMAIN MAIN AND SPRINKLERS VIA NEW MAIN SHOWN ON NEW WORK PLANS. Room 365A Room 365D Room 355 Room 365E Room 365C Room 361 Room 365F Room
358 Room 300CD Room 378 Room 360 Room 300SA Room 375 Room 362 Room 377 Room 352 Room 354 Room 356 Room 365 Room 379 Room 365G Room 300JA Room 300UA Room 300UB Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FP1.30 29313.00 11/30/18 FIRE PROTECTION
LEVEL 3 DEMO GENERAL NOTES: 1.REFER TO FP0.02 FOR IMPAIRMENT NOTES. 2.REMOVE EXISTING SPRINKLERS, BRANCHLINES, AND MAINS THROUGHOUT IDENTIFIED AREA. #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 F F F F FF FF FF F F F FF F FF HOSE ALLOWANCE (GPM) (SQ FT) MAX AREA PER SPRINKLER (SQ FT) CALCULATION
AREA DESIGN DENSITY (GPM/SQ FT) OCCUPANCY CLASSIFICATION AREA DESCRIPTION SPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13 ORDINARY HAZARD I/HC-2MECHANICAL ROOM ELECTRICAL ROOM, TEL/DATA0.22500130250
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA EXISTING FIRE PUMP AND FIRE SERVICE EXISTING TO REMAIN STANDPIPE, FEED AND VALVES REPLACE
EXISTING 2 1/2" FDV WITH NEW DUE TO VISIBLE CORROSION REPLACE EXISTING OS&Y STANDPIPE CONTROL VALVE WITH NEW DUE TO VISIBLE SIGNS OF LEAKAGE AND AGE PROVIDE NEW ZONECHECK ASSEMBLY AT
EXISTING SPRINKLER CONTROL VALVE ASSEMBLY 1 PLBG 2 PLBG MECHANICAL B00UA Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B00UB Room B00UC ? ? ? 2" WSP
2" WSP BOR PROVIDE SPRINKLER PROTECTION BELOW ALL OBSTRUCTIONS WHICH ARE 48" OR MORE IN WIDTH. SUPPLY SPRINKLERS FROM NEW BRACNLINES. WET PIPE SPRINKLER MAINS ARE EXISTING TO REMAIN.
2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated FP2.00 29313.00
11/30/18 FIRE PROTECTION LEVEL 0 GENERAL NOTES: 1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE
SPRINKLER LOCATIONS, COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS,
COMPLY WITH NFPA 13. 2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH
FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN
TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13. 5.LOCATE SPRINKLERS WITH RESPECT TO CEILING
AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN
ACCORDANCE WITH NFPA 13. 6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER.
SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION SYSTEM INSTALLATION PERMITS. 7. PROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY
FIRE PROTECTION SPECIFICATIONS. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018 F F F F
F F F F FFFF F F F F F FF FF F F F F F F FF F F F F F F F HOSE ALLOWANCE (GPM) (SQ FT) MAX AREA PER SPRINKLER (SQ FT) CALCULATION AREA DESIGN DENSITY (GPM/SQ FT) OCCUPANCY CLASSIFICATION
AREA DESCRIPTION SPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13 LIGHT HAZARD/HC-1MEETING ROOM, CONFERENCE ROOM0.101500225100 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R
S T O U 9 S1 R1 4A Q1 5.1 SUPPLY NEW SPRINKLERS FROM EXISTING BRANCH PIPING TO COORDINATE WITH ARCHITECTURAL CHANGES EXISTING TO REMAIN STANDPIPE, FEED AND VALVES LAB WRITE-UP 162
LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D
OFFICE 167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B Room 100SA Room 165 Room 100UA Room 100JA Room 100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167
WORK AREA WET PIPE SPRINKLER MAINS ARE EXISTING TO REMAIN. SUPPLY NEW SPRINKLERS FROM EXISTING SPRINKLER SYSTEM. 3 Architect Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
-Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated FP2.10 29313.00 11/30/18 FIRE PROTECTION LEVEL 1 GENERAL NOTES: 1.PROVIDE SPRINKLER PROTECTION
THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER LOCATIONS, COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS
AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY WITH NFPA 13. 2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS
FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES,
ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER
CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13. 5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM
DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH NFPA 13. 6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING
LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION
SYSTEM INSTALLATION PERMITS. P 7.ROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY FIRE PROTECTION SPECIFICATIONS. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
212/18/18ADDENDUM 01 31/7/18ADDENDUM 02 DocuSign Envelope ID: A68187EC-60AD-476B-AE6F-1852E70EE57E 1/4/2019 F F F F FF FF FFF F F F F F F F HOSE ALLOWANCE (GPM) (SQ FT) MAX AREA PER
SPRINKLER (SQ FT) CALCULATION AREA DESIGN DENSITY (GPM/SQ FT) OCCUPANCY CLASSIFICATION AREA DESCRIPTION SPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13 ORDINARY HAZARD II/HC-2LABORATORIES
(USING CHEMICALS) - CLASS A AND B0.202500130250 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 EXISTING TO REMAIN STANDPIPE, FEED AND VALVES PROVIDE
NEW ZONECHECK ASSEMBLY AT EXISTING SPRINKLER CONTROL VALVE ASSEMBLY WORK AREA 1 PLBG 2 PLBG ? ? ? TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB
WRITE-UP 260 LAB WRITE-UP 269 OPEN RESEARCH LAB 276? ? ? ? ? ? ? ? ? iCVD ROOM 276D Room 200SD Room 255A Room 252 Room 254 Room 256 Room 267 CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING
200UB ACCESSIBLE RESTROOM 200TC ? ? ? 4" WSP 2 1/2" WSP 2 1/2" WSP 4" WSP 1 1 1 1 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated FP2.20 29313.00 11/30/18 FIRE PROTECTION LEVEL 2 GENERAL NOTES: 1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE
WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER LOCATIONS, COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS AND NFPA 13. IN AREAS
WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY WITH NFPA 13. 2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING
PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE
OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM STRUCTURAL
MEMBERS IN ACCORDANCE WITH NFPA 13. 5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM DIVIDERS, LIGHT FIXTURES,
EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH NFPA 13. 6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING LAYOUTS AND CORRESPONDING
HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION SYSTEM INSTALLATION
PERMITS. 7. PROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY FIRE PROTECTION SPECIFICATIONS. SHEET NOTES: COORDINATE EXACT BEAM PENATRATION LOCATIONS FOR
SPRINKLER BRANCH LINES WITH STRUCTURAL ENGINEER. 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F
12/18/2018 HOSE ALLOWANCE (GPM) (SQ FT) MAX AREA PER SPRINKLER (SQ FT) CALCULATION AREA DESIGN DENSITY (GPM/SQ FT) OCCUPANCY CLASSIFICATION AREA DESCRIPTION SPRINKLER SYSTEM DESIGN
CRITERIA - NFPA 13 ORDINARY HAZARD II/HC-2LABORATORIES (USING CHEMICALS) - CLASS A AND B0.202500130250 LIGHT HAZARD/HC-1OFFICE SPACE, LOBBY, COMMON AREA, RESTROOMS0.101500225100 FFF
F FF F F FFFF F F F F F 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA 4" WSP EXISTING TO REMAIN STANDPIPE, FEED AND VALVES PROVIDE
NEW ZONECHECK ASSEMBLY AT EXISTING SPRINKLER CONTROL VALVE ASSEMBLY 4" WSP4" WSP 4" WSP 2 1/2" WSP2 1/2" WSP M4 M2 M3 M1 S1 B1 S2 B2 S3 B3 S4 B4 S6 B6 S7 S8 B8B7 S9 B9 S17 B16 S18 B17
S19 B18 S20 B19 S30 B35 S31 B36 S32 B37B38 B39 S27 B30 S28 B31 S29 B32B33 B34 TOR M7 S11 B12 S14 B13 S5 B5 M9M10 S10 S12 S15 S21 S22 S23 S24 S13 S16 S25 S26 M11 CALCULATION AREA B10
B11 B15 B20 B14 B21 B22 B24 B23 RESEARCH LAB 367 LIGHT SCATTERING 367B SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE
367A STAIRS 300SA Room 352 Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 B40B41B42B43 S35 S34 S33 B25 ? ? 2" WSP2" WSP 2 Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated FP2.30 29313.00 11/30/18
FIRE PROTECTION LEVEL 3 GENERAL NOTES: 1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER
LOCATIONS, COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY
WITH NFPA 13. 2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED
CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE
ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13. 5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR
MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE
WITH NFPA 13. 6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP
DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION SYSTEM INSTALLATION PERMITS. 7. PROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY
FIRE PROTECTION SPECIFICATIONS. DENSITY: HYDRAULIC SPRINKLER DESIGN DATA: HAZARD: AREA: SPRINKLERS FLOWING: HOSE ALLOWANCE: TOTAL: SAFETY FACTOR: CALCULATION #: @ SPRINKLER DEMAND:
@ PUMP DISCHARGE 0.20 GPM / SQ.FT. ORDINARY GROUP 2 2500 SQ.FT. 250 GPM 17.0 PSI 1083 GPM 833 GPM 91 PSI 35 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01
DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018 SCALE: SCALE: SCALE: SCALE: UPRIGHT SPRINKLER SCALE: NONE RETURN-BEND PIPING 2 NONE PIPING SUPPORT 1 NONE 3 4 -
INCH FLUSHING CONNECTION 4 NONE BRANCHLINE FLUSHING CONNECTION 5 NONE SUPPORT HORIZONTAL OFFSETS GREATER THAN 12" FROM STRUCTURE FINISH CEILING SPRINKLER BRANCH PIPING CONCENTRIC ONE-PIECE
REDUCER PENDENT SPRINKLER* *CONCEALED SHOWN FOR ILLUSTRATION ONLY, SEE SPECIFICATIONS FOR PROJECT SPECIFIC REQUIREMENTS STRUCTURE 1" RETURN-BEND CONNECTED TO TOP OF BRANCH PIPING NFPA
13 MINIMUM REQUIRED HANGER ROD SIZES PIPE SIZEDIAMETER OF ROD UP TO AND INCLUDING 4"3/8" 5", 6", 8"1/2" 10", 12"5/8" CONCRETE SLAB ATTACHMENT TO CONCRETE STRUCTURE PIPE HANGERS FOR
NPS 4" AND LARGER THREADED ROD THREADED RODCONCRETE ANCHOR THREADED ROD ATTACHMENT TO STEEL STRUCTURE STRUCTURAL STEEL MEMBER BEAM CLAMP WITH RESTRAINING STRAP PIPE HANGERS FOR NPS
3" AND SMALLER BAND HANGER THREADED ROD CLEVIS HANGER SURGE RESTRAINT PROVIDE SURGE RESTRAINT AT HANGER VIA RESTRAINT CLIP OR THREADED ROD EXTENSION TO PIPE SURFACE AS REQUIRED BY NFPA
13. 1.END OF BRANCH PIPING WHERE MAXIMUM SYSTEM PRESSURE EXCEEDS 100 PSI. 2.RETURN BEND OFFSETS GREATER THAN 12" WHERE MAXIMUM SYSTEM PRESSURE EXCEEDS 100 PSI. 3.RETURN BEND OFFSETS
GREATER THAN 24" SPRINKLER BRANCH PIPING 1" SPRIG UP (PROVIDE SUPPORT FOR SPRIG UPS 4 FT OR LONGER) CONCENTRIC ONE-PIECE REDUCER UPRIGHT SPRINKLER POSITION DEFLECTOR W/ RESPECT TO STRUCTURAL
ELEMENTS PER NFPA 13 REQUIREMENTS FOR CONSTRUCTION TYPE UNDERSIDE OF STRUCTURE PROVIDE TWO(2) 2 1/2" FULL PORT BALL VALVES AND PLUGS AT THE END OF 4-INCH SPRINKLER PIPING FOR FLUSHING
ACCORDANCE WITH CORNELL STANDARDS PROVIDE LINE SIZE FULL-PORT BALL VALVE AND PLUG AT THE END OF ALL BRANCHLINES 2 1/2" AND SMALLER IN ACCORDANCE WITH CORNELL STANDARDS Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" FP6.01 29313.00 11/30/18 FIRE PROTECTION
DETAILS #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 AR FIRE SUPPRESSION GENERAL NOTES: WFM WFM FDC FWS FDC
FWS F W S (2) 8"UNDERGROUND FIRE SERVICE(STREET NAME) (REFER TO CIVIL DRAWINGS FOR ADDITIONAL DETAILS) (2) 6" DCVA PMP-1FP-1STAIR A SPD SPILL TO OED (3)2-1/2"x6" FIRE DEPARTMENT INLET
CONNECTION (3)2-1/2"x6" FIRE DEPARTMENT INLET CONNECTION (3)2-1/2"x6" FIRE PUMP TEST HEADER STAIR B FHV FHV 4" 2 1/2" 4" 6" 1.THIS RISER DIAGRAM IS DIAGRAMMATIC AND IS NOT INTENDED
TO BE PRECISE; IT IS NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING AND COMPONENT. THE PURPOSE OF THE DIAGRAM IS TO INDICATE A SYSTEM CONCEPT, THE MAIN COMPONENTS OF THE
SYSTEMS AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS. 6" 6" 8" FHV 3" LOW POINT DRAIN (CLOSED DURING TESTING) FHV ZCA FHV ZCA FHV FHV FHV ZCA FHV ZCA FHV ZCA 1 FP-501 2 FP-501 LEVEL
1 23'-6" 3RD LEVEL 56'-6" PENTHOUSE 68'-6" BASEMENT 11'-6" 2ND LEVEL 42'-6" FWS(U) 8" 8" NC TH FDC RCV TH FDC FDC ROOF MANIFOLD WSP (LEVEL 1) WSP (BASEMENT LEVEL) WSP WSP WSPWSP (LEVEL
2) WSPWSP (LEVEL 3) WSPWSP (LEVEL 4) FWS(U) Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road
Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl
8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850
Tel: 607-272-6477 12" = 1'-0" FP7.01 29313.00 11/30/18 FIRE PROTECTION RISER #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0
12/10/2018 X X Y X Y XY Z X S PIPE ACCESSORIES SYMBOLS PLUMBING FIXTURES REFERENCE PIPE FITTINGS * NOT ALL SYMBOLS MAY BE APPLICABLE TO THIS PROJECT CHECK VALVE PIPE DIRECTION OF SLOPE
DOWN HOSE BIBB BALL VALVE RPBP OR RPZ MIXING VALVE PIPE DIRECTION OF FLOW FLOOR DRAIN / FLOOR SINK GROUND HYDRANT X: DETAIL DESIGNATION NUMBER Y: DETAIL DESIGNATION DRAWING X: RISER
SERVICE DESIGNATION Y: RISER NUMBER DESIGNATION Z: RISER DESIGNATION DRAWING X: KEYNOTE DESIGNATION LETTER WALL HYDRANT X: REVISION TAG DESIGNATION NUMBER PRESSURE REDUCING VALVE
GATE VALVE (CLOSED) HANDICAPPED ACCESSIBLE (HC) GAS COCK VALVE PRESSURE RELIEF VALVE SOLENOID VALVE GATE VALVE (OPEN) SHUTOFF VALVE EARTHQUAKE GAS VALVE BACKWATER VALVE FLOW SWITCH
(TO BMS) P-TRAP CAP OR END OF PIPE FLOOR OR GRADE CLEANOUT REDUCER OR INCREASER CLEANOUT X: SECTION DESIGNATION NUMBER Y: SECTION DESIGNATION DRAWING Slope FS DIAPHRAGM VALVE (OPEN)
SANITARY CONNECTION DIAPHRAGM VALVE (CLOSED) Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 12" = 1'-0" P0.01 29313.00 11/30/18 PLUMBING LEGEND & GENERAL NOTES PLUMBING ABBREVIATIONS - DOMESTIC FIXTURE BTBATH TUB DFDRINKING FOUNTAIN EWCELECTRIC WATER
COOLER HBHOSE BIBB W/ VACUUM BREAKER JSJANITOR SINK LLAVATORY MSBMOP SERVICE BASIN SHSHOWER SKSINK SSSERVICE SINK URURINAL WCWATER CLOSET WHWALL HYDRANT PLUMBING NOTES - GENERAL 1.GENERAL
NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL DRAWINGS MARKED P AND OR FP. 2.DRAWINGS ARE DIAGRAMATIC: DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. 3.DIMENSIONS SHOWN
ON PLAN ARE HORIZONTAL. DIMENSIONS SHOWN IN ELEVATION ARE VERTICAL. 4.DETERMINE EXACT LOCATIONS IF EXISTING UTILITIES IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND
IDENTIFY LOCATIONS OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM WORK OF THIS SECTION. 5.ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE LATEST PLUMBING CODE AND ALL APPLICABLE
LOCAL CODES. 6.IT SHALL BE THE RESPONSABILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMIT TO, ELECTRICAL, HVAC, PROCESS PIPING,
SPRINKLER, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. 7.ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE, AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION
OF THE WORK. 8.NO WORK SHALL BE INSTALLED IN VIOLATION OF ANY GOVERNING CODES. ANY WORK SHOWN ON THE DRAWINGS WHICH IS IN VIOLATION OF SUCH CODES SHALL BE BROUGHT TO THE ATTENTION OF
THE OWNER'S REPRESENTATIVE AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK. 9.ALL PIPING PENETRATING CEILINGS AND WALL SHALL BE INSTALLED WITH ESCUTCHEONS AT THE PENETRATON.
ALL PIPING PENETRATING EXTERIOR WALLS AND ROOFS SHALL BE FLASHED IN AN APPROVED MANNER AND SHALL BE SEALED WEATHERTIGHT. PIPING PENETRATING FIRE RATED PARTITIONS SHALL BE PROVIDED WITH
FIRE RATED SEALS AS REQUIRED BY LOCAL CODE AUTHORITY. (SEE DETAILS) 10.MANUFACTURERS' MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS OF QUALITY FOR PERFORMANCE AND MATERIALS.
11.INSTALLATION SHALL ADHERE TO MANUFACTURERS' RECOMMENDATIONS. 12.PROVIDE ACCESS PANELS TO SYSTEM COMPONENTS THAT ARE CONCEALED AND REQUIRE PERIODIC SERVICE. 13.TOPS OF ALL FLOOR DRAINS
SHALL BE SET FLUSH WITH FINISHED FLOOR. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING STRUCTURE OR COMPONENTS. 14.ALL PLUMBING
EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 15.PROVIDE SHUTOFF VALVES ON ALL BRANCH PIPING AND ON
ALL SUPPLIES TO INDIVIDUAL FIXTURES AND EQUIPMENT. PROVIDE BALL VALVES ON ALL WATER MAIN BRANCHES IN CORRIDORS AND WHERE INDICATED ON DRAWINGS. 16.PROVIDE CLAMPS, OFFSETS, EXPANSION
JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING. 17.PROVIDE VENTS AT HIGHT POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS. 18.PROVIDE GAUGE FITTINGS AND
THERMOMETER WELLS AT HOT WATER SUPPLY AND RETURN BRANCHES AND AT PUMP INLETS AND OUTLETS. 19.PITCH PRESSURE PIPING IN DIRECTION OF FLOW. 20.VERIFY EXACT SIZES, LOCATIONS, INVERTS AND
ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT DRAWING FOR EXACT LOCATION AND ROUGHT-IN
REQUIREMENTS OF ALL KITCHEN FIXTURES AND EQUIPMENT. 21.ALL WASTE PIPING FROM LAB SINKS & HOODS SHALL BE VALVED IN BASE CABINET OF HOOD. NO CONNECTION TO LAB WASTE & LAB VENT PIPING
SYSTEM SHALL BE MADE. 22.OBTAIN GAS PERMITS AND DEFRAY ALL COSTS INCIDENTAL TO THE GAS PIPING SYSTEM. CONTRACTORS WORK SHALL COMMENCE ON THE HOUSE SIDE OF THE UTILITY CO. METER. 23.A
SUITABLE DRIP OF CONDENSATE POCKET SHALL BE INSTALLED AT THE BOTTOM OF ALL GAS RISERS. 24.ALL GAS PIPING TO COMPLY WITH LOCAL AND STATE CODES. 25.GAS PIPING AND SAFETY DEVICES SHALL
CONFORM TO THE REQUIREMENTS OF NFPA 54 AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE STATE REGULATORY BOARD. 26.PROVIDE A SUITABLE GAS COCK VALVE AT EACH BRANCH RUNOUT
FROM THE MAIN RISER SERVING GAS OUTLETS AND AT EACH INDIVIDUAL GAS FIXTURE. PLUMBING NOTES - NATURAL GAS 1.OBTAIN GAS PERMITSONTRACTOR'S WORK SHALL COMMENCE ON THE HOUSE SIDE OF THE
UTILITY CO. METER. 2.A SUITABLE DRIP AND CONDENSATE POCKET SHALL BE INSTALLED AT THE BOTTOM OF ALL GAS RISERS. 3.ALL GAS PIPING TO COMPLY WITH LOCAL AND STATE CODES. 4.GAS PIPING AND
SAFETY DEVICES SHALL CONFORM TO THE REQUIREMENTS OF NFPA 54 AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE STATE REGULATORY BOARD. 5.PROVIDE A SUITABLE GAS COCK VALVE AT
EACH BRANCH RUNOUT FROM THE MAIN RISER SERVICE GAS OUTLETS AND AT EACH INDIVIDUAL GAS FIXTURE. 6.GAS PIPING SHALL BE TESTED ACCORDING TO THE STATE FUEL GAS CODE AND NATIONAL CODE PROVISIONS
OF THE LOCAL PLUMBING INSPECTOR. IF INSPECTION OF THE TEST SHOWS DEFECTS, SUCH DEFECTIVE WORK AND MATERIAL SHALL BE REPLACED AND INSPECTION AND TEST SHALL BE REDONE. 7.PLUMBING CONTRACTOR
IS RESPONSIBLE FOR EXTENDING ALL GAS TRAIN. 8.WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS. ROUTE PAN DRAINS TO NEAREST FLOOR DRAIN OR SAFE DRAIN. 9.PIPING ENTERING
SERVICE CORRIDOR FROM LAB AREAS SHALL NOT RUN OVER ELECTRICAL PANELS AND SHALL BE COORDINATED WITH WORK OF OTHER TRADES. PLUMBING ABBREVIATIONS - GENERAL ABB.ABBREVIATION ACAIR CHAMBER
AFFABOVE FINISH FLOOR AHJAUTHORITY HAVING JURISDICTION APACCESS PANEL ARCHARCHITECT AVBATMOSPHERIC VACUUM BREAKER BLDGBUILDING BOPBOTTOM OF PIPE BORBOTTOM OF RISER BVBALL VALVE CFMCUBIC
FEET PER MINUTE CFSCUBIC FEET PER SECOND CICAST IRON CLCENTER LINE CLDICEMENT LINED DUCTILE IRON CLGCEILING COLCOLUMN CONTCONTINUATION CPCHROME PLATED CP-#HOT WATER CIRCULATING PUMP
# CTECONNECT TO EXISTING CVCHECK VALVE DIADIAMETER DNDOWN DWGDRAWING ELELEVATION EQEQUAL ETBREXISTING TO BE REMOVED ETREXISTING TO REMAIN EWHELECTRIC WATER HEATER FCFAIL CLOSED FFEFINISH
FLOOR ELEVATION FOFAIL OPEN FTFEET GALVGALVANIZED GCGENERAL CONTRACTOR GPDGALLONS PER DAY GPMGALLONS PER MINUTE GVGATE VALVE GWHGAS WATER HEATER HCHANDICAPPED ACCESSIBLE HPHORSEPOWER
HZHERTZ IDINSIDE DIAMETER ININCHES INVINVERT KWKILOWATTS MAXMAXIMUM MECHMECHANICAL MEZZMEZZANINE MFRMANUFACTURER MHMANHOLE MINMINIMUM MISCMISCELLANEOUS MTDMOUNTED MVMIXING VALVE N/ANOT
APPLICABLE NCNORMALLY CLOSED NICNOT IN CONTRACT NONORMALLY OPEN No.NUMBER NTSNOT TO SCALE NUMNUMBER OCON CENTER ODOUTSIDE DIAMETER OR OVERFLOW DRAIN OS&YOUTSIDE SCREW & YOKE PCPLUMBING
CONTRACTOR PHPHASE POSPROVIDED UNDER OTHER SECTION PPPOLYPROPYLENE PRVPRESSURE REDUCING VALVE PSIPOUNDS PER SQUARE INCH PVBPRESSURE VACUUM BREAKER PVCPOLYVINYL CHLORIDE QTYQUANTITY
RCPREINFORCED CONCRETE PIPE REQ'DREQUIRED RPBPREDUCED PRESSURE BACKFLOW PREVENTOR RPMREVOLUTIONS PER MINUTE SCHSCHEDULE SFSQUARE FOOT ST.ST.STAINLESS STEEL SWHSTEAM WATER HEATER TORTOP
OF RISER TPTRAP PRIMER TYPTYPICAL VIVVALVE IN VERTICAL VTRVENT THROUGH THE ROOF W/WITH WHAWATER HAMMER ARRESTOR WMWATER METER PLUMBING ABBREVIATIONS - DRAINAGE ADAREA DRAIN BWVBACK
WATER VALVE CICAST IRON COCLEANOUT DDDECK DRAIN DSDOWN SPOUT BOOT FCOFLOOR CLEANOUT FDFLOOR DRAIN FMFORCE MAIN FSFLOOR SINK GCOGRADE CLEANOUT GDGARAGE DRAIN GIGREASE INTERCEPTOR GTGREASE
TRAP GVGARAGE VENT IWINDIRECT WASTE KWKITCHEN WASTE LVLAB VENT LWLAB WASTE ODOVERFLOW ROOF DRAIN (SECONDARY) OEDOPEN END DRAIN PDPLANTER DRAIN W/ MESHSCREEN RDROOF DRAIN RWRAINWATER
SANSANITARY SSSOIL STACK SSDSUB SOIL DRAINAGE TDTRENCH DRAIN VVENT VSVENT STACK WWASTE W & TWASTE & TRAP W & VWASTE & VENT WCOWALL CLEANOUT WSWASTE STACK PLUMBING ABBREVIATIONS - EQUIPMENT
CCYLINDER CACOMPRESSED AIR CA-DCOMPRESSED AIR EWHTANKLESS WATER HEATER FCUMANIFOLD GENN2 LSLIFT STATION MMANIFOLD N2GEN ROREVERSE OSMOSIS T VACVACUUM VPVACUUM PUMP PLUMBING ABBREVIATIONS
- DOMESTIC WATER 140F HW140° HOT WATER SUPPLY 140F HWR140° HOT WATER RETURN CWCOLD WATER HWHOT WATER HWRHOT WATER RETURN LCWLAB COLD WATER LHWLAB HOT WATER NPCWNON-POTABLE COLD WATER
PWRPURE WATER RETURN PWSPURE WATER SUPPLY WWATER SERVICE PLUMBING ABBREVIATIONS - MATERIAL CICAST IRON CLDICEMENT LINED DUCTILE IRON GALVGALVANIZED GWBGYPSUM WALL BOARD PPPOLYPROPYLENE
PVCPOLYVINYL CHLORIDE RCPREINFORCED CONCRETE PIPE ST.STSTAINLESS STEEL PLUMBING ABBREVIATIONS - GASES ARARGON BABREATHING AIR CACOMPRESSED AIR CA-#COMPRESSED AIR - #PSI CAICOMPRESSED
AIR INTAKE CO2CARBON DIOXIDE EOCEMERGENCY OXYGEN CONNECTION EVACMEDICAL GAS EVACUATION GGAS (NATURAL) GAPGAS ALARM PANEL GVCGAS VALVE CABINET H2HYDROGEN HEHELIUM LGAPLOCAL GAS ALARM
PANEL MAMEDICAL AIR MGAPMASTER GAS ALARM PANEL MGCVMEDICAL GAS CONTROL VALVE N2NITROGEN N2-#NITROGEN - #PSI N2ONITROUS OXIDE NCPNITROGEN CONTROL PANEL O2OXYGEN O3OZONE PPROPANE PAPATIENT
AIR SPSPECIAL GAS VACVACUUM VEVACUUM EXHAUST VTVACUUM TRAP ZVBZONE VALVE BOX IN ACCORDANCE WITH THE FEDERAL SAFE WATER DRINKING ACT (SWDA) THE PLUMBING CONTRACTOR SHALL NOT INSTALL
ANY COMPONENTS IN THE PLUMBING DOMESTIC WATER SYSTEM THAT CONTAINS MORE THAN 0.25% LEAD IN ANY OF ITS WETTED PARTS AFTER JANUARY 1ST, 2014. THE CONTRACTOR SHALL PROVIDE THE LEAD FREE
EQUIVALENT OF THE MODEL NUMBERS LISTED IN THE PLANS AND SPECIFICATIONS FOR THESE COMPONENTS PLUMBING DEMO NOTES 1.PROJECT CONDITIONS a.ALL WORK MUST BE COORDINATED W/ OWNER PRIOR TO
ANY COMMENCEMENT OF WORK. c.PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE
SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT DUST MIGRATION. b.ITEMS OF VALUE
WHICH ARE NOT INDICATED TO BE RETURNED TO THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR. STORAGE OR SALE OF ITEMS ON THE PROJECT SITE IS PROHIBITED. d.UTILITIES: MAINTAIN
ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL OR RELOCATION. KEEP UTILITIES IN SERVICE AND PROTECT FROM DAMAGE. DO NOT INTERRUPT UTILITIES SERVING USED AREAS WITHOUT FIRST OBTAINING
PERMISSION FROM THE OWNER. PROVIDE TEMPORARY SERVICES AS REQUIRED. COORDINATE ALL WORK WITH OWNER. e.ALL WORK MUST BE COORDINATED W/ OWNER PRIOR TO ANY COMMENCEMENT OF WORK. 2.SCOPE
OF WORK a.PERFORM WORK AND PROVIDE MATERIAL AND EQUIPMENT AS SHOWN ON DRAWINGS AND AS SPECIFIED IN THIS SECTION OF SPECIFICATIONS. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS FROM AUTHORITIES
THAT HAVE JURISDICTION AS REQUIRED TO PERFORM WORK IN ACCORDANCE WITH ALL LEGAL REQUIREMENTS AND WITH SPECIFICATIONS AND DRAWINGS. 3.REGULATORY REQUIREMENTS a.STRICTLY COMPLY WITH APPLICABLE
CODES, REGULATIONS AND REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. 4.HANDLING OF MATERIALS a.REMOVE ALL MATERIAL DEBRIS FROM THE SITE AS IT ACCUMULATES. DO NOT STORE, SELL, BURN,
OR OTHERWISE DISPOSE OF DEBRIS ON SITE. REMOVE ALL MATERIALS IN SUCH MANNER AS TO PREVENT SPILLAGE. KEEP ALL PAVEMENTS AND AREAS ADJACENT TO AND LEADING FROM THE SITE, CLEAN AND FREE
OF MUD, DIRT, AND DEBRIS AT ALL TIMES. 5.TRANSFER OF RESPONSIBILITY AND DISPOSITION OF MATERIALS a.UPON RECEIPT OF NOTICE TO PROCEED WITH THE WORK, THE TITLE TO ALL MATERIALS FOR DEMOLITION
SHALL BE VESTED IN THE CONTRACTOR WHEREUPON THE OWNER WILL NOT BE RESPONSIBLE FOR THE CONDITION, LOSS, OR DAMAGE TO SAID PROPERTY. ALL SUCH ITEMS SHALL BE REMOVED FROM THE OWNER'S
PROPERTY. 6.CLEAN-UP AND REPAIR a.UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION AND LEAVE INTERIOR AREAS BROOM CLEAN.
b.REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN STRUCTURES AND SURFACES TO EXISTING CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT
CONSTRUCTION OR SURFACES SOILED OR DAMAGED BY SELECTIVE DEMOLITION WORK. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 2 2 2 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B88
31B044F5 1/4/2019 S M S M S S M M S S M M T M R X P I CYLINDER BUTTERFLY VALVE DOUBLE DIAPHRAGM THREE-WAY VALVE CYLINDER KETTLE VALVE LONG OUTLET TEE DRAIN CUP SHORT OUTLET TEE SPECTACLE
BLIND AIR BRAKE/INDIRECT WASTE STOPPER/PLUG HOSE COUPLING LIGHT FLOW NOZZLE FAIL POSITION BLIND FLANGED NOZZLE TRI-CLAMP CONNECTION SMALL ARROW (FOR INSTRUMENTATION) DIVERTER VALVE
SPRAY BALL PLUG-IN NOZZLE SPEC BREAK PIPE BREAK MANHOLE BUTTERFLY VALVE MOTOR BUTTERFLY VALVE SOLENOID BUTTERFLY VALVE PRESSURE REGULATED CYLINDER GLOBE VALVE MOTOR GLOBE VALVE SOLENOID
GLOBE VALVE PRESSURE REGULATED GLOBE VALVE CYLINDER BALL VALVE MOTOR BALL VALVE PRESSURE REGULATED BALL VALVE SOLENOID BALL VALVE CYLINDER DIAPHRAGM VALVE MOTOR DIAPHRAGM VALVE DIAPHRAGM
VALVE (SELF-CONTAINED) SOLENOID DIAPHRAGM VALVE PRESSURE REGULATOR CYLINDER VALVE MOTOR VALVE SOLENOID VALVE BACKPRESSURE REGULATOR PRESSURE REGULATOR SINGLE-ACTING CYLINDER CONTROL
VALVES SOLENOID MOTOR SYMBOL SYMBOL ECCENTRIC REDUCER PIPING SYMBOLS Y-TYPE STRAINER CONCENTRIC REDUCER WELDED CAP PIPE END DESCRIPTION FLOW STRAIGHTENING VANE COUPLING HAND ACTUATOR
PIPE CAP THREE WAY DIAPHRAGM VALVE FOUR WAY VALVE PRESSURE RELIEF VALVE PRESSURE RELIEF VALVE KNIFE GATE VALVE STOP CHECK VALVE KETTLE VALVE RUPTURE DISK RUPTURE DISK FLOAT VALVE ANGLE
VALVE SYMBOL DESCRIPTION CHECK VALVE (LEFT) BALANCING VALVE DIAPHRAGM VALVE CLAMPED DIAPHRAGM VALVE HAND CONTROL VALVE BUTTERFLY VALVE CHECK VALVE (RIGHT) PLUG VALVE PINCH VALVE NEEDLE
VALVE GLOBE VALVE BALL VALVE GATE VALVE DESCRIPTION VALVE BODY TYPES K208.DWG FLOW STREAM IDENTIFIER TURBINE-TYPE PRIMARY ELEMENT SINGLE PORT PITOT TUBE POSITIVE-DISPLACEMENT-TYPE FLOW
RESET FOR LATCH-TYPE ACTUATOR UNDEFINED INTERLOCK LOGIC EQUIPMENT SERVICE STEAM TRAP TIE-IN FLAG VENTURI TUBE EDUCTOR DATA LINK TOTALIZING INDICATOR VORTEX SENSOR ORIFICE FLANGE MOTOR
CAPILLARY TUBE PNUEMATIC SIGNAL FLUSHING DEVICE SYMBOL (BACK) (LOCAL BACK OF PANEL) PROGRAMMABLE LOGIC CONTROL TAG (AUX. FRONT OF PANEL) PROGRAMMABLE LOGIC CONTROL TAG PROGRAMMABLE
LOGIC CONTROL TAG PROGRAMMABLE LOGIC CONTROL TAG COMPUTER CONTROL TAG (AUX. FRONT OF PANEL) SHARED DISPLAY/CONTROL TAG (LOCAL BACK OF PANEL) PROGRAMMABLE LOGIC CONTROL TAG COMPUTER
CONTROL TAG COMPUTER CONTROL TAG COMPUTER CONTROL TAG SHARED DISPLAY/CONTROL TAG (AUX. FRONT OF PANEL) (LOCAL BACK OF PANEL) SHARED DISPLAY/CONTROL TAG DIAPHRAGM SEAL PILOT LIGHT PIG
TAIL (BACK OF PANEL) (PANEL) (LOCAL) (PANEL) (BACK OF PANEL) (LOCAL) DISCRETE INSTRUMENT TAG SHARED DISPLAY/CONTROL TAG SHARED DISPLAY/CONTROL TAG SHARED DISPLAY/CONTROL TAG (LOCAL
BACK OF PANEL) DISCRETE INSTRUMENT TAG (AUX. FRONT OF PANEL) DISCRETE INSTRUMENT TAG DISCRETE INSTRUMENT TAG DESCRIPTION DISCRETE INSTRUMENT TAG FUNCTION SYMBOLS (PANEL) (LOCAL) (BACK
OF PANEL) (LOCAL FIELD) (PANEL) SYMBOL SYMBOL CONTINUITY ARROW (RIGHT) MANUAL VALVE TAG DESCRIPTION CONTINUITY ARROW (LEFT) TAGS FLEXIBLE HOSE (MALE/MALE) FLEXIBLE HOSE (FEMALE/FEMALE)
FLEXIBLE HOSE (SINGLE MALE) FLEXIBLE HOSE (SINGLE FEMALE) FLEXIBLE HOSE FLEXIBLE HOSE 90° FLEXIBLE HOSE 3-WAY FLEXIBLE HOSE (MALE) 3-WAY FLEXIBLE HOSE 3-WAY FLEXIBLE HOSE (FEMALE) 90°
FLEXIBLE HOSE (FEMALE) 90° FLEXIBLE HOSE (MALE) DESCRIPTION FLEXIBLE HOSE ROTO METER 001 HV PRESSURE CONTROL VALVE --Architect Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P0.02 29313.00 11/30/18 PLUMBING LEGEND #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope
ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 M PUMPS DESCRIPTION METERING PUMP CENTRIFUGAL PUMP SUMP PUMP PERISTALIC PUMP DIAPHRAGM PUMP GEAR PUMP (GENERAL SYMBOL) SYMBOL UNIT
HEATER WATER SOFTENER ULTRAVIOLET FILTER ULTRA FILTER TANK (PROCESS VESSEL) STORAGE TANKS SEPARATOR UV WS TP UH UF TK SEP T TRAP REVERSE OSMOSIS/DEIONIZED WATER VACUUM VACUUM EXHAUST
EMERGENCY TEMPERED WATER TEMPERATURE INDICATOR SANITARY VENT REVERSE OSMOSIS TI VAC VE TW SV ROD RO FAN COIL REHEAT COIL FIN TUBE RADIATOR HUMIDIFIER FINAL FILTER AUTOCLAVE (STERILIZER)
REVERSE OSMOSIS PROCESS CONTROL VALVE PRESSURE REDUCING STATIONS MULTIMEDIA FILTER LIQUID CHILLER EMERGENCY GENERATOR FUMEHOOD FLEX HOSES DEAERATOR DEIONIZERS/DEIONIZED WATER DRAINAGE
PUMP EXHAUST FAN (HVAC) HEATING/COOLING CONTROL SKID HEAT EXCHANGER FREEZER FLOW SWITCH HOT WATER HEATING COIL (HVAC) PUMPS P SC RO S RHC PCV PCS SCALE HUM MF LC HCC HC HE FC FTR FRZ
FS FF FH FLX EMG EF F DA DP DI FILTER CABINET UNIT HEATER CARBON FILTERS DESCRIPTION AGITATOR AIR HANDLING UNIT (HVAC) BIOSAFETY CBINET CONTROL PANEL BUBBLE TRAP COOLING COIL COMPRESSOR
COOLING TOWER DESSICANT DRYER AIR COOLED CONDENSING UNIT (HVAC) EQUIPMENT IDENTIFIERS CMP CU CUH DD D CT CP DRYER CF BT CC AHU BSC BBOILER ABBR. A 140°F POTABLE HOT WATER RETURN NON-POTABLE
HOT WATER RETURN NON-POTABLE HOT WATER 140°F POTABLE HOT WATER RETURN CONDENSATE PROCESS WASTE PROCESS VENT PURIFIED PROCESS WATER PLANT STEAM PUMPED RETURN CONDENSATE PUMPED PROCESS
LIQUID WASTE PROCESS LIQUID WASTE VENT PROCESS LIQUID WASTE PRC RC PW PV PPW PS P/PLW PLV PLW 140°F HWR 140°F HW POTABLE COLD WATER PROCESS COLD WATER PROCESS OXYGEN NON-POTABLE COLD
WATER NITROGEN NATURAL GAS LAB WASTE LAB VENT LOW PRESSURE CONDENSATE (HEATING) HOT WATER SUPPLY NPCW CW PCW P O2 NPHWR NPHW N2 NG LW LV LPC HWS HEATING REHEAT COIL RETURN HEATING REHEAT
COIL RETURN (HEATING) HOT WATER RETURN HEATING RADIATION SUPPLY HEATING RADIATION RETURN HIGH PRESSURE CONDENSATE HELIUM FIRE SPINKLER SYSTEM CARBON DIOXIDE CHILLED WATER SUPPLY CHILLED
WATER RETURN HE HRR HSC HWR HSR HRC HPC FSPR C02 CHWS CHWR DESCRIPTION SYSTEM IDENTIFIERS COMPRESSED DRY AIR CDA ABBR. PROCESS NITROGEN PN2 PROCESS VACUUM PVAC POTABLE HOT WATER HW
PRESSURE INDICATOR PI PSVPRESSURE SAFETY VALVE SANITARY WASTE SW FLOW ELEMENT FE FLOW TRANSMITER FT LAB AIR LA HYDROCHLORIC OCTAFLUOROCYCLOBUTANE ACETYLENE DIBORANE NITROGEN ARGON CF4
C4F8 B2H6 BCl3 AsH3 Ar ARSINE CHEMICAL NAMES C2H2 CH4 Cl2 Ge H2 HBr HCl He CHF3 N2 PH3 SiCl4 SiH4 SiCl2H2 SF6 TETRAFLUOROMETHANE METHANE CHLORINE TRIFLUOROMETHANE GERMANIUM HYDROGEN
HYDROGEN BROMIDE HYDROCHLORIC HELIUM NITROGEN PHOSPHINE SULFUR HEXAFLUORIDE TETRACHLOROSILANE DICHLOROSILANE SILANE PRESSURE VESSEL PV AUTOMATIC SPRINKLER AS PROCESS CHILLED WATER SUPPLY
PCWS PROCESS CHILLED WATER RETURN PCWR FORCE MAIN (PUMP DISCHARGE) FM LIQUID NITROGEN LN2 XS XY XV TCV PCV MS LCV ZT ZSL ZSH ZIC ZE ZAL ZAH WY WV WT WSL WSHL WSH WC WR WIT WIR WIC WI
WE WAL WAHL WAH VY VT VSL VSH VI VE VAL VAH UY UR UIR UI UAL UAHL UAH TY TV TT TSL TSHL TSH TC TR TIT TIR TIC TI TE TAL TAHL TAH SY ST SSL SSHL SSH SC SR SIT SIR SIC SI SE SAL SAHL
SAH PDT PDSL PDSH PDC PDR PDIT PDIR PDIC PDI PDE PDAL PDAH PY PV PT PSL PSHL PSH PC PR PIT PIR PIC PI PE PAL PAHL PAH LY LV LT LSL LSHL LSH LC LR LIT LIR LIC LI LE LAL LAHL LAH KY KV
KT KSL KSHL KSH KC KR KIT KIR KIC KI KE KAL KAHL KAH JY JT JSL JSHL JSH JC JR JIT JIR JIC JI JE JAL JAHL JAH IY IT ISL ISHL ISH IC IR IIT IIR IIC II IE IAL IAHL IAH HS HY HV HIC FAHFAHLFALFEFIFICFIR
FITFRFCFSHFSHLFSLFTFVFY EAHEAHLEALEEEIEICEIREITERECESHESHLESLETEY AY AV AT ASL ASHL ASH AC AR AIT AIR AIC AI AE AAL AAHL AAH VARIABLE MEASURED FUNCTION INSTRUMENT SELF ACT VALVE SWITCH
CONV/COMP DEVICE VALVE TRANSMITTER SWITCH LOW SWITCH HI/LO SWITCH HIGH CONTROLLER RECORDER IND. TRANSMITTER IND. RECORDER IND. CONTROLLER INDICATOR ELEMENT ALARM LOW ALARM HI/LO ALARM
HIGH POSITION ON/OFF WEIGHT VIBRATION MULTI-VAR. TEMPERATURE SPEED-FREQ. PRESS-DIFF. PRESSURE MOTOR LEVEL TIME POWER CURRENT MANUAL FLOW VOLTAGE ANALYSIS ZS OR CONTROLLED INSTRUMENT
& CONTROL LEGEND LIGHT ML ZL SWITCH CLOSED SWITCH OPEN ZSCZSO Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P0.03 29313.00 11/30/18 PLUMBING LEGEND #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 EXISTING GAS METER 6" G(EX) CA(EX) HW(EX) CW(EX) G(EX) HWR(EX) 2-1/2" G UP ETR 2-1/2" CW UP ETR 2" HW UP ETR 3/4" HW UP ETBR 3/4"
CW UP ETBR 1/2" G UP ETBR CW(EX) HW(EX) CA(EX) CA(EX) HW(EX) G(EX) CW(EX) HW(EX) G(EX) CA(EX) G(EX) HW(EX) CA(EX)CA(EX) HW(EX) G(EX) HW(EX) CW(EX) HW(EX) CW(EX) 1/2" CW UP ETBR 1/2"
HW UP ETBR 3/4" HW UP ETR 3/4" CW UP ETR PHASE 1 SCOPE BOUNDARY 6" EXISTING WATER SERVICE 6" CW(EX) CA(EX)CA(EX) 1-1/2" CA ETR 3" HW ETR 4" CW ETR 4" G ETR 1" HWR ETR 1-1/2" CA ETR
3" HW ETR 4" CW ETR 4" G ETR 1" HWR ETR 2" W UP CA ETBR HW ETBR CW ETBR G ETBR MECHANICAL B00UA Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B00UB
Room B00UC EXISTING DOMESTIC WATER HEATER CUT & CAP SERVICES TO BE REMOVED G(EX) ETR CA(EX) HW(EX) CW(EX) G(EX) HWR(EX) HW(EX) CW(EX) HWR(EX) EXISTING DOMESTIC CIRC PUMP Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P1.00 29313.00 11/30/18
PLUMBING - LEVEL 0 DEMO 1/4" = 1'-0" 1 PLUMBING - LEVEL 0 DEMO NOTES: 1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION
OF PHASE 1. 2. ALL EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED. 3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS
THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 5. ALL RW PIPING IS EXISTING TO REMAIN. #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 PHASE 1 SCOPE BOUNDARY 3/4" HW DN ETBR
3/4" CW DN ETBR 1/2" G DN ETBR 2-1/2" G UP & DN ETR 2-1/2" CW UP & DN ETR 2" HW UP & DN ETR CW(EX) HW(EX) HW(EX) CW(EX) G(EX) LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE
158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CK Room 167F Room
100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room 165 Room 100UA Room 100JA Room 100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167 1-1/2" CW ETBR 1-1/4" HW
ETBR 1/2" CW DN ETBR 1/2" HW DN ETBR 1" CW ETBR 1" HW ETBR CW(EX) HW(EX) DISCONNECT FROM EXISTING Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P1.10 29313.00 11/30/18 PLUMBING - LEVEL 1 DEMO 1/4" = 1'-0" 1 PLUMBING - LEVEL 1 DEMO NOTES:
1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE 1. 2. ALL EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR
SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED. 3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE
PHASE 1 BOUNDARY. 4.DEMOLISH ALL SANITARY, LAB WASTE, AND VENT PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY.
5. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 6. ALL RW PIPING IS EXISTING TO REMAIN. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B
539 12/10/2018 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 PHASE 1 SCOPE BOUNDARY 2-1/2" G DN ETR 2-1/2" CW DN ETR 2" HW DN ETR CW(EX) HW(EX) CW(EX) HW(EX) 1-1/2" CW ETBR 1-1/4" HW ETBR
Room 200SD Room 255A Room 270A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room 265A Room 252 Room 254 Room 260A Room 272 Room 278 Room 274 Room 270
Room 267 Room 265 Room 200JA Room 200SD Room 255A Room 270A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room 265A Room 252 Room 254 Room 272 Room 278
Room 274 Room 270 Room 267 Room 265 Room 200JA Room 200SD Room 255A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room 265A Room 256 Room 272 Room 278
Room 274 Room 270 Room 267 Room 265B Room 265 Room 200JA Room 200UA Room 200UB Room 276 1" CW ETBR 1" HW ETBR 1/2" CW DN ETBR 1/2" HW DN ETBR DISCONNECT FROM EXISTING Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P1.20 29313.00 11/30/18 PLUMBING
- LEVEL 2 DEMO 1/4" = 1'-0" 1 PLUMBING - LEVEL 2 DEMO NOTES: 1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE
1. 2. ALL EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED. 3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT
ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4.DEMOLISH ALL SANITARY, LAB WASTE, AND VENT PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING
FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 5. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 6. ALL RW PIPING IS EXISTING TO REMAIN. #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 PHASE 1 SCOPE BOUNDARY Room 365A Room 365D Room 355
Room 365E Room 365C Room 361 Room 365F Room 358 Room 300CD Room 378 Room 360 Room 300SA Room 375 Room 362 Room 377 Room 352 Room 354 Room 356 Room 365 Room 379 Room 365G Room 300JARoom
300UA Room 300UB DEMO MSB AND ASSOCIATED PIPING IN JAN. CLOSET Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P1.30 29313.00 11/30/18 PLUMBING - LEVEL 3 DEMO 1/4" = 1'-0" 1 PLUMBING - LEVEL 3 DEMO NOTES: 1. CONTRACTOR TO DEVELOP PLAN TO
KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE 1. 2. ALL EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING
TO REMAIN EXCEPT WHERE NOTED. 3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4.DEMOLISH ALL SANITARY,
LAB WASTE, AND VENT PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 5. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED
IS SHOWN. 6. ALL RW PIPING IS EXISTING TO REMAIN. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 2 134678 5
Q P R S T O U 9 S1 R1 4A Q1 5.1 4" SAN UP TO FCO 4" W&T UP 4" W&T UP (TYP. FOR 4) 4" W&T UP 2" V UP 4" SAN UP TO FCO 4" SAN(U) 1/8" / 12" 4" W&T UP 4'X4'X5' DEEP CONCRETE SUMP PIT 4"
SAN INV. ELEV. = -2'-0" B.F.F. 2" V UP 4" SAN UP TO FCO 2" V UP 2" V UP 2" V UP 4" SAN(U) 4" SAN(U) 4" SAN(U) 4" SAN(U) 1/8" / 12" 1/8" / 12" 2" SAN UP Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.00U 29313.00 11/30/18 PLUMBING UNDERGROUND
1/4" = 1'-0" 1 PLUMBING - UNDERGROUND - Phase 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 CA 1 CCA 1 C
RO 1 RO VAC 1 VP SAN 1A/1B SP LHW 1 EWH CA 1 DDCA 1 DD N2 1 GEN LHWR 1 CP 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2-1/2" G(EX) UP 2-1/2" CW(EX) UP 2" HW(EX) UP 3/4" HWR UP PURE WATER
SKID 4'-0" X 10'-0" VACUUM PUMP SKID 5'-0" X 4'-0" 1-1/2" RPBP FOR LCW 1" RPBP FOR LHW PHASE 1 SCOPE BOUNDARY EXISTING HOT WATER HEATER 4" FD-B AHU REFER TO MECH DRAWINGS 4" FD-B PWS1
N21 PWR1 CA1 LHW1 VAC1 LCW1 G1 LHWR1 CW1HW1 4" CW(EX) 1" HWR(EX) 4" CW(EX) 3" HW(EX) 1" HWR(EX) 3" G(EX) 3" CW(EX) 4" LW UP MECHANICAL B00UA Room B00SA Room B59 Room B54 Room B52 Room
B56 Room B55 Room B57 Room B78 Room B00UB Room B00UC 4" SAN UP EXTEND 3" VACUUM EXHAUST TO ROOF 2" W UP 2" W DN 2" SAN CA RECIEVER 200 GALLON 32mm PWS UP 32mm PWR UP 1" LHW UP 1-1/2"
LCW UP 3/4" LHWR UP 1" N2-100 UP 1" CA-100 UP 2" VAC UP AIR COMPRESSORS 4" FD-B4" FD-B 4" FD-B 4" FD-B 4" FD-B FCO FCO 2" V DN 3" V UP 3" VE UP 2" SAN 1/4" / 12" 2" V RISE ALONG WALL
& OFFSET DN FCO 2" V RISE ALONG WALL & OFFSET DN 2" V RISE ALONG WALL & OFFSET DN 2" V 2" V 2" V 3" V 2" V 2" V 2" V 2" V 4" LW 4" SAN 4" LW 4" SAN 32mm PWR DROP 32mm PWS DROP 1 1/4"
PWS 1 1/4" PWR 1" LHW 1 1/2" LCW 3/4" LHWR 1 1/2" CA-100 2" VAC 1 1/2" CW 1" HW 1" HW 1 1/2" CW 1" LHW 1 1/2" LCW 3/4" LHWR 2" FMSAN DROP 2" FMSAN 1/8" / 12" 1/8" / 12" CTE SAN W/ NEW
4" SAN CA DESSICANT DRYERS DUPLEX SANITARY SUMP PUMPS 2 1/2" HW(EX) 2" V DN 3" VE 3" V 3" V DROP 3" HW(EX) 3" V CO CO CO CO CO 2" FMSAN DROP 2" FMSAN 2" FMSAN 2" FMSAN 4" SAN(EX) 4"
SAN 4" LW 4" LW REFER TO CIVIL DWG. FOR CONTINUATION 4" LW DROP HWR1 CTE HWR W/ NEW 3/4" HWR 3/4" HWR 2" VAC 1" CA-100 1" N2-100 3/4" LHWR 1 1/2" LCW 1" LHW 1 1/4" PWR 1 1/4" PWS CTE
CW W/ NEW 1-1/2" CW CTE HW W/ NEW 1" HW HWR(EX) CW(EX) HW(EX) 2" VAC 1 1/2" CA-100 3/4" LHWR 1 1/2" LCW 1" LHW 1 1/2" CW 1" HW N2 SURGE TANK N2 GENERATOR LAB HOT WATER CIRC PUMP LAB
HOT WATER REHEAT WATER HEATER EXISTING HOT WATER CIRC PUMP 2 P5.04 3 2 2 1" N2-100 1" CA-100 1" N2-100 1" CA-100 2 Architect Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.00 29313.00 11/30/18 PLUMBING - LEVEL 0 1/4" = 1'-0" 1 PLUMBING - LEVEL 0 - PHASE 1 #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 SK-1 PHASE 1 SCOPE
BOUNDARY 4" LW UP 4" LW 4" LW 32mm PWS UP 32mm PWR UP 1" LHW UP 1-1/2" LCW UP 3/4" LHWR UP 1" N2-100 UP 1" CA-100 UP 2" VAC UP 2-1/2" G(EX) UP & DN 2-1/2" CW(EX) UP & DN 2" HW(EX) UP
& DN 3/4" HWR UP & DN PWS1N21 PWR1 CA1 LHW1 VAC1 LCW1 G1 LHWR1 CW1HW1 1/2" HW 1/2" CW 1/2" CW DROP 1/2" HW DROP 1/2" CW 1/2" HW 1/2" HW 1/2" CW CTE CW W/ 1/2" CW CTE HW W/ 1/2" HW 4"
LW DN 2" LW UP 4" LW & T UP 2" LV UP 2" LW UP 2" LW UP 4" LW 4" LW 4" LW 2" LW 2" LW UP 2" LW UP 4" LW&T UP2" LV UP 4" LW 2" LW 2" LW 2" LW UP 4" LW UP 2" LW UP LAB WRITE-UP 162 LAB
WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE
167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room 165 Room 100UA Room 100JA Room 100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION
167 4" SAN 2" SAN 2" W UP 4" SAN UP 4" SAN DN 2" W DN & V RISE 4" LW 4" LW&T UP 2" LV UP 2" LW UP 4" LW 2" LW 2" V 1/8" / 12" 1/8" / 12" 1/8" / 12" 4" LW 1/8" / 12"1/8" / 12" HWR1 3"
V 3" VE 3" V2" V 3" VE 3" VE DN 3" V DN 3" V UP 3" VE UP CO CO CO CO CO CO CO CO CO CO 1/4" / 12" 1/4" / 12" 1/8" / 12" 1/8" / 12" 1/4" / 12" 32mm PWS UP 32mm PWR UP 1" LHW UP 1-1/2"
LCW UP 3/4" LHWR UP 1" N2-100 UP 1" CA-100 UP 2" VAC UP 2" VAC 1" CA-100 1" N2-100 3/4" LHWR 1 1/2" LCW 1" LHW 1 1/4" PWR 1 1/4" PWS 3 Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.10 29313.00 11/30/18 PLUMBING - LEVEL 1 1/4" = 1'-0"
1 PLUMBING - LEVEL 1 NOTES: 1. ALL PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM
01 31/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 CO2 MANIFOLD PHASE 1 SCOPE BOUNDARY LS-1 EW-1 LS-2
EW-1 LS-1 EW-1 LS-1 EW-1 LS-1 EW-1 LS-1 EW-1 LS-1 EW-1 FH CS-1 FH FH FHFH FHFH 4" FD-C 4" FD-C ES-1 TMV-1 WC-1A L-1A UCD-1 GW-1 IM-1 4" FD-C 3/4" N2-100 3/4" CA-100 1 1/2" VAC 1 1/2"
VAC 3/4" CA-100 3/4" N2-100 1 1 10 1 1 11 2 2 3 2 2 2 2 FH CS-1 3 3 P5.03 4 P5.03 7 P5.03 8 P5.01 2" LW UP 3" LW 4 6 4 6 4 6 4 6 7 SK-2 32mm PWS UP & DN 32mm PWR UP & DN 1" LHW UP &
DN 1-1/2" LCW UP & DN 3/4" LHWR UP & DN 1" N2 UP & DN 1" CA UP & DN 2" VAC UP & DN 2-1/2" G(EX) UP & DN 2-1/2" CW(EX) UP & DN 2" HW(EX) UP & DN 3/4" HWR UP & DN PWS1N21 PWR1 CA1 LHW1
VAC1 LCW1 G1 LHWR1 CW1HW1 1" CW DROP 4" SAN DN & 2" V RISE 4" LW & T UP 2" LV UP 2" LW UP 2" LW UP 4" LW & T UP 2" LW UP 4" LW 2" LW 2" LV UP 4" LW DN 1/2" HW DROP 2" W DN & V RISE
1/2" CW DROP 3/4" G DROP 2" LW DN & LV RISE 2" LV DN & RISE 2" LW DN & LV RISE TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP 260 LAB WRITE-UP
269 OPEN RESEARCH LAB 276 iCVD ROOM 276D Room 200SD Room 255A Room 252 Room 254 Room 256 Room 267 CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC P5.03 6
8 7 8 ES-1 TMV-1 9 9 4 4 4 4 4 5 8 4 75 7 5 4 1 1/2" CW 1" HW 1 1/2" LCW 1" LHW 1" PWS 1 1/2" CW 1" HW 1 1/2" LCW 1" LHW 1" PWS 3/4" HWR 1" PWR 3/4" LHWR 4 4444 4 4 1/2" N2-100 1/2"
CA-100 3/4" VAC CTE G W/ 3/4" G CTE CW W/ 1-1/2" CW CTE HW W/ 1" HW 3/4" G 4 4 4 4 OPEN RESEARCH LAB 276 11 2" LV UP 2" LV UP 2" LV UP 2" LV 2" LV 2" LV 2" LV 3" V UP 2" LV 2" LV DN
1/2" HW DROP 2" W & V 1/2" CW DROP 10 10 1 10 10 2" STANDPIPE DRAIN 2" LW DN & LV RISE 2" V 2" V 2" V 3" HWR1 1 1/2" VAC 3/4" CA-100 3/4" N2-100 1 1/2" VAC 3/4" CA-100 3/4" N2-100 1"
PWS 1" LHW 1 1/2" LCW 1" HW 3/4" N2-100 3/4" CA-100 1 1/2" VAC 3" V UP & DN 3" VE UP & DN WB-1 CO CO CO CO 1/4" / 12" 1/8" / 12" 1 1/2" VAC 3/4" CA-100 3/4" N2-100 1" HW 1 1/2" LCW
1" LHW 1" PWS 2 P5.04 1/2" N2-100 1/2" CA-100 3/4" VAC 1/2" N2-100 1/2" CA-100 3/4" VAC COMMON AREA 260A 1 1/4" CW 1/2" HW 4" LW DN 2" LW 3" LW 4" LW 1/8" / 12" CO CO 1 1/2" CW 1 1/2"
CW 3 3/4" VAC 1/2" CA-100 1/2" N2-100 1" PWR 3/4" LHWR 3/4" HWR 3 3/4" G 3/4" G DROP 3/4" G RISE 3/4" VAC 1/2" CA-100 1/2" N2-100 3/4" VAC 1/2" CA-100 1/2" N2-100 3 1/2" CO2 3/4" G
1/2" N2-100 1/2" CA-100 3/4" VAC 1 1/2" CW 1" HW 1 1/2" LCW 1" LHW 1" PWS 1 1/2" CW 1" HW 1 1/2" LCW 1" LHW 1" PWS 3 3 1/2" LCW 3 Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.20 29313.00 11/30/18 PLUMBING - LEVEL 2 1/4" = 1'-0" 1 PLUMBING - LEVEL 2 -
PHASE 1 25mm PWS DROP 25mm PWS RISE 1/2" LCW DROP 2" LW DN & 2" LV RISE 1/2" LHW DROP 3/4" VAC DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 1/2" LCW DROP 3/4" VAC DROP 1/2" N2-100 DROP 1/2"
CA-100 DROP 3/4" VAC DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 1/2" CA-100 DROP 1/2" N2-100 DROP 3/4" VAC DROP KEYNOTES: 1 2 3 1 P5.03 2 P5.03 5 P5.03 NOTES: 1. ALL PIPE PENETRATIONS SHALL
BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE. 5 6 7 8 9 4 1/2" CO2 DROP 1" CW & 3/4" HW DROP TO TMV-1. EXTEND 1" TW FROM MIXING VALVE TO ES-1. 1/2" CW & 1/2" HW DROP
TO TMV-2. EXTEND 1/2" TW FROM MIXING VALVE TO EW-1. 10 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 31/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B
044F5 1/4/2019 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 PHASE 1 SCOPE BOUNDARY 3/4" LHW 3/4" LCW 3/4" N2-100 3/4" CA-100 1 1/2" VAC 1" PWS LS-1 EW-1 LS-1 EW-1 LS-2 EW-1 4" FD-C ES-1
TMV-1 4" FD-C 3/4" LHWR 1" PWS FH FH 1 1 2 FH CS-1 3 3 4 6 5 2 25mm PWS DN 25mm PWR DN 1" LHW DN 1-1/2" LCW DN 3/4" LHWR DN 1" N2 DN 1" CA DN 2" VAC DN 1-1/2" CW DN 1" HW DN 1/2" HWR
DN PWS1N21 PWR1 CA1 LHW1 VAC1 LCW1 G1 LHWR1 CW1HW1 2" LV DN & RISE 2" LW DN & LV RISE 2" LW DN & LV RISE 2" LV DN & RISE 2" LW DN & LV RISE 2" LW DN & LV RISE RESEARCH LAB 367 LIGHT
SCATTERING 367B SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE 367A STAIRS 300SA Room 352 Room 354 Room 356 PURE
WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 ES-1 TMV-1 8 8 4 4 4 4 1" HW 1 1/2" CW 4 FH CS-1 3 4 2" LV DN & RISE 2" LV DN & RISE 2" LV DN & RISE
3" LV 2" LV 3" LV2" LV 3" LV 3" LV UP 2" LV 3" LV UP 3" V DN 3" V UP 3" V 2" LV FH CS-1 4 1/2" HWR RESEARCH LAB 367 9 19 9 1 1/2" VAC 3/4" CA-100 3/4" N2-100 3/4" LCW 3/4" LHW 1" HW
1 1/2" CW 1" PWS 3/4" VAC 1/2" CA-100 1/2" N2-100 1/2" LCW 1/2" N2-100 1/2" CA-100 3" V DN 3" VE DN 3" VE UP 4" V UP 3" VE 3" V 2" LV 4 4 4 4 3/4" LHW 1" HW 1" PWS 1 1/2" VAC 3/4" CA-100
3/4" N2-100 IDF 355 1" PWS 1/2" HWR 3/4" LHWR 3/4" LCW 3/4" LCW 3/4" LHW 1" HW 1 1/2" CW 1" PWS 1 1/2" VAC 3/4" CA-100 3/4" N2-100 3/4" VAC 1/2" CA-100 1/2" N2-100 1 1/2" CW 3 3 3 3
1" VAC 3/4" CA-100 3/4" N2-1003 3/4" VAC 1/2" CA-100 1/2" N2-100 3 1/2" LCW 1/2" N2-100 1/2" CA-100 3/4" VAC 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.30 29313.00 11/30/18 PLUMBING - LEVEL 3 1/4" = 1'-0" 1 PLUMBING - LEVEL 3 - PHASE 1 NOTES:
1. ALL PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE. 25mm PWS DROP 25mm PWS RISE 1/2" LCW DROP 2" LW DN & 2" LV RISE 1/2" LHW DROP 3/4" VAC
DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 1/2" LCW DROP 3/4" VAC DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 3/4" VAC DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 1/2" CA-100 DROP 1/2" N2-100 DROP
3/4" VAC DROP KEYNOTES: 1 2 3 1 P5.03 2 P5.03 5 P5.03 5 6 7 8 9 4 1" CW & 3/4" HW DROP TO TMV-1. EXTEND 1" TW FROM MIXING VALVE TO ES-1. 1/2" CW & 1/2" HW DROP TO TMV-2. EXTEND 1/2"
TW FROM MIXING VALVE TO EW-1. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 31/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 Room 400UC Room 400SA 3" LV DN & LVTR 3" LV DN & LVTR 3" V DN & VTR 3" VE DN & VETR 4" V DN & VTR 2 Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.40 29313.00 11/30/18 PLUMBING - LEVEL 4 NOTES: 1. ALL
PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE. 1/4" = 1'-0" 1 PLUMBING - LEVEL 4 - A #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM
01 DocuSign Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA 12/18/2018 HW1 CW1 HWR1 LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1 3/4" 2" 2-1/2"
4" 3" REFER TO P4.11 1-1/2" 1" 1" 1-1/2" EXISTING STEAM WATER HEATER EXISTING CIRCULATION PUMP FLOW = 1 GPM SET POINT 1-1/2" 2" 3/4" 2" 2-1/2" FLOW = 0.5 GPM SET POINT 1/2" 1/2" FLOW
= 1 GPM SET POINT 1" 1-1/2" 1/2" 3/4" 3/4" REFER TO P4.20 1"1" 1"1" 1"1/2" EW-1 TMV-2 TISSUE CULTURE (BACTERIAL) 276C 1/2"1/2" 1/2"1/2"1" 1/2" EW-1 TMV-2OPEN RESEARCH LAB 276 L-1A ACCESSIBLE
RESTROOM 200TC WC-1A ACCESSIBLE RESTROOM 200TC SK-2 COMMON AREA 260A EW-1 TMV-2OPEN RESEARCH LAB 276 EW-1 TMV-2 TISSUE CULTURE (MAMMALIAN) 276B EW-1 TMV-2OPEN RESEARCH LAB 276 EW-1
TMV-2OPEN RESEARCH LAB 276 1" ES-1 TMV-1 RESEARCH LAB 367 1/2"1"1/2" 1/2" 1/2" SK-1 ROOM 167F 1" 1/2"1/2" 3/4" EW-1 TMV-2 GLASSWASH ROOM 276A EW-1 TMV-2 RESEARCH LAB 367 EW-1 TMV-2
RESEARCH LAB 367 ES-1 TMV-1 RESEARCH LAB 367 EW-1 TMV-2 RESEARCH LAB 367 ES-1 TMV-1OPEN RESEARCH LAB 276 ES-1 TMV-1OPEN RESEARCH LAB 276 1/2" 1-1/2" 1-1/2" EXISTING COLD WATER CW HW
HWR CW HW HWR EXISTING HOT WATER EXISTING HOT WATER RETURN CW HW HWR CW HW 1" RPBP 1-1/2" RPBP CW HW LABORATORY COLD WATER LABORATORY HOT WATER LCW LHW HW CW HWR HWR HW CW HWR HW CW
HWR HW CW HWR HW CW HW CW HWR HW CW HWR HWR HW CW HWR HW CW CTE CW W/ NEW 1-1/2" CW CTE HW W/ NEW 1" HW TO PURE WATER SYSTEM 1" RPBP CW NPCW HVAC MAKEUP WATER SYSTEM 1" RPBP CW NPCW
CTE CW W/ NEW 1-1/2" CW CTE HW W/ NEW 1" HW CTE CW W/ NEW 1" CW CTE HWR W/ NEW 3/4" HWR CW HW CW HW CTE CW W/ NEW 2" CW CTE HW W/ NEW 1-1/2" HW CTE CW W/ NEW 1/2" CW CTE HW W/ NEW 1/2"
HW CW HW CW HW CW HW CW HW CW HW CW HW CW HW CW HW CW HW CW HW CW HW CW CW HW CW HW CW HW 1" HW 3/4" HWR 1" HW 1/2" HWR 1/2" HW 1/2" HWR HW CW HWR HW CW HWR HW CW HWR 2 2 2 2 2 2 2
2 2 2 22 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.10 29313.00 11/30/18
PLUMBING - POTABLE RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019 LHW1 LCW1 LHWR1
LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1 FLOW = 1 GPM SET POINT 1" 1 1/2" 3/4" 1" 1-1/2" 3/4" 1" 1-1/2" 1/2" 1" 1-1/2" FLOW = 1 GPM SET POINT
3/4" 3/4" 1/2"1/2"1/2"1/2"1/2"1/2"1/2" 1/2" CS-1 FHOPEN RESEARCH LAB 276 CS-1 FHOPEN RESEARCH LAB 276 LS-1 OPEN RESEARCH LAB 276 LS-1 TISSUE CULTURE (BACTERIAL) 276C LS-2 OPEN RESEARCH
LAB 276 LS-1 TISSUE CULTURE (MAMMALIAN) 276B 1/2"1/2"1/2"1/2"1/2" CS-1 FH DEPOSITION ROOM 367F CS-1 FH RESEARCH LAB 367 LS-2 RESEARCH LAB 367 LS-1 RESEARCH LAB 367 LS-1 RESEARCH LAB
367 1/2"1/2" LS-1 OPEN RESEARCH LAB 276 LS-1 OPEN RESEARCH LAB 276 GW-1 GLASSWASH ROOM 276A UCD-1 GLASSWASH ROOM 276A LS-1 GLASSWASH ROOM 276A 1/2" CS-1 FH RESEARCH LAB 367 WALL MOUNTED
ELECTRIC INSTANTANEOUS WATER HEATER LABORATORY HOT WATER LHWR CP 1 LHWR EWH 1 LHWR LHW LCW LCW LHW LHWR LABORATORY COLD WATER LHWR LCW LHWR LHW LCW LHW LHWR LHW LCW
LHWR LHW LCW LHWR LHW LCW LHWR LHW LCW REFER TO P4.10 3/4" LHW 1/2" LHWR 1" LHW 1/2" LHWR LCW LHW LCW LHW LCW LCW LCW LHW LCW LCW LHW LCW LHW LCW LHW LCW LHW LCW LCW LCW LHW LCW LHW
LCW LHW LHW LCW 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.11 29313.00
11/30/18 PLUMBING - LAB HOT WATER RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 31/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5
1/4/2019 S DRAIN INTENSITY MONITOR SAMPLESAMPLE DRAIN SAMPLE SAMPLE FC TOC DRAINDRAIN RESISTIVITY DRAIN DRAIN RO-T-1 RO WATER STORAGE TANK FRP RO-P-1RO-UV-1 OZONE DESTRUCT UV 185 NM
RO-FF-1 RO WATER FINAL FILTER CARTRIDGE FILTER 150 GALLON RO WATER CIRCULATOR VFD GRUNDFOS CRE 10 10 GPM @ 50 PSI AQUAFINE ZCS SERIES 10 GPM 0.1 MICRON 20" FILTER RO-CF-1 RO WATER CARTRIDGE
FILTER 10 MICRON WATER SOFTENER 5 GPM RO SERVICE FEED RO-WS-1 9" X 48" HEIGHT RO-RO-1 REVERSE OSMOSIS SKID 8 GPM PRODUCT FLOW W/ VFD PUMP CONTROL RO-CE-1 PWR P4.21 NPCW P4.10 FROM CA
P4.30 PWS P4.21 NOTES: 1. TOC SENSOR CELL, ANALYZER AND TRAMSMITTER. PIPE MOUNT BRACKET. XV LIT PSE XIJS PITPIT PIPI TIT PI XV PCV SET @ 70 PSI PIPIPI FQIYC PI PCV TIT PCV PITAE AT
AE AT SAMPLE BRINE TANK TANK CARBON EXCHANGE SIMPLEX 1/2" PVC CARTRIDGE WATER SOFTENER SPRAY BALL MANWAY RO-1 BOOSTER PUMPRO/CDI SKID VENDOR PACKAGE FILTERS 150 GAL. SIMPLEX CARBON
EXCHANGE FILTER 5 GPM RO SERVICE CDI FINAL FILTERS FC FLEXIBLE CONNECTOR SOLENOID CONTROL PANEL 6mm 6mm NOTE 1 1-1/2"3" 1" 20" 4" 2" 2" 32mm 32mm HYDROPHOBIC FILTER THERMAL DUMP @ 80°
F ROTAMETER 1"1" 2 2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.20 29313.00
11/30/18 PLUMBING - PURE WATER GENERATION DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 2 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
RESEARCH LAB 367 RESEARCH LAB 367 RESEARCH LAB 367 OPEN RESEARCH LAB 276 GLASSWASH ROOM 276A GLASSWASH ROOM 276A OPEN RESEARCH LAB 276 TISSUE CULTURE (MAMMALIAN) 276B OPEN RESEARCH
LAB 276 TISSUE CULTURE (BACTERIAL) 276C OPEN RESEARCH LAB 276 PWR PWS PWR PWS PWR1 PWS 1 MECHANICAL ROOM 32 mm NOTE 1 SET POINT FLOW= 5 GPM NOTE 3 NOTE 2 32 mm NOTE 2 SET POINT FLOW=
5 GPM NOTE 3 NOTE 1 NOTES: 1. SET PRESSURE REGULATOR LOOP TO 45 PSI. 2. SET BACK PRESSURE VALVE AT 20 PSI. 3. FLOW RATES SET WHEN ALL TAPS ARE CLOSED. 4. REFER TO FLOOR PLANS FOR LOCATIONS
OF FIXTURE CONNECTIONS. 32 mm 5 GPM 10 GPM (2.69 PSI LOSS/100 FT) (2.44 PSI LOSS/100 FT) 25X32 25X32 PW SUPPLY P4.20 PW RETURN P4.20 BPV PI PI PCV PI PI FI PCV PI PI BPV PI PI FI BASEMENTBASEMENT
LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 2 LEVEL 3 LEVEL 1 LEVEL 4 LEVEL 4 PWR PWS LAB SINK LS-1 LAB SINK LS-1 LAB SINK LS-2 LAB SINK LS-1 LAB SINK LS-1 GLASSWASHER GW-1 LAB SINK LS-1 LAB SINK
LS-1 PWR PWS LAB SINK LS-1 LAB SINK LS-1 LAB SINK LS-2 25 mm 25 mm 25 mm 25 mm 25 mm 25 mm 25 mm SANITARY CONNECTION (TYP.) SANITARY CONNECTION (TYP.) 2 2 2 2 2 2 2 2 2 Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.21 29313.00 11/30/18 PLUMBING - PURE WATER
RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019 BMS BMS BMS BMS BMS BMS BMS BMS
BMS BMS 16 CFM 100 PSIG. 35 CFM 100 PSIG. 100 PSIG. 100 PSIG. CAC 1 CAC 1 N2GEN 1 CADD 1 CAF 2 CAF 2 CAF 1 CAF 1 CAD 1 CAC 1 CAR 1 N2GEN 1 CADD 1 CAD 1 CAF 1 CAF 2 CAR 1 CADD 1 DRAINDRAIN
DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN N.C. BASEMENT BASEMENT NOTES: 1. 48" CLEAR AREA AROUND ALL PIECES OF EQUIPMENT. 2. EACH PIECE OF EQUIPMENT REQUIRES A FLOOR DRAIN. 3. REFER TO 226500
FOR PIPE SPECIFICATION. 99.5% N2 MANUAL BLOW DOWN TANK DRAIN SEE DWG. P4.50 PCV SET POINT @ 100 PSIG PAH 1/4" AIR PURGE 1/4" AIR PURGE N.C. N.C. VENDOR PACKAGE CONTROL PANEL DATA CONTROL
PANEL DATA PRESSURE ALARM HIGH PRESSURE ALARM VENDOR PACKAGE SET POINT @ 150 PSIG PRESSURE PAH PAL M FLOW CFM CF/DAY CF/MONTH VENDOR PACKAGE ITEM: COMPRESSOR TYPE: OIL-FREE FLOW:
96.6 CFM SET PRESSURE: 150 PSIG. POWER: 30 HP DIMENSION: 69.3"L X 40.4"W X 63.8"H WEIGHT: 2,207 LBS. ITEM: RECEIVER TYPE: AIR RECEIVER SIZE: 200 GALLONS MATERIAL: STEEL EPOXY LINED
DIMENSION: 36" DIA. X 93" H ITEM: DRYER TYPE: DESICCANT DRYER FLOW CAPACITY: 127 CFM WEIGHT: 222 LB -40° F DEW POINT DIMENSION: 21.7L X 12.9"W X 46.9"H ELECTRICAL: 115 V / 1 PHASE
/ 60 HZ ITEM: NITROGEN GENERATION TYPE: PSA OUTLET FLOW: 950 SCFH PURITY: 99.5% OUTLET PRESSURE: 100 PSIG ELECTRICAL: 120 V / 1 PHASE / 60 HZ VENDOR PACKAGE ITEM: DRAIN TYPE: AUTOMATIC
TANK ITEM: FILTER TYPE: COALESCING PRE-FILTER ITEM: FILTER TYPE: 0.01 MICRON AFTER-FILTER AIT STATUS OXYGEN ANALYZER PSV PIT FITFE PSV PI DPS PAH PSV PI DPS 1/4" AIR PURGE 1/4"
AIR PURGE N.C. PRESSURE ALARM HIGH DPS PAH N.C. PRESSURE ALARM HIGH DPS PAH SET POINT @ 250 PSIG. SV HIGH AT XXX PRESSURE ALARM HIGH DEW POINT ANALYZER NITROGEN GENERATOR & RECEIVER
TANK 1" - N2 - A14 1-1/2" - CA - A13 PSV SET POINT @ 250 PSIG. PI PSV SET POINT @ 250 PSIG. A-14 PIPING A-13 PIPING 1" - CA - A13 1" - CA - A13 1-1/2" - CA - A13 1" - CA - A13 PCV SET
POINT @ 100 PSIG N.C. N.C. 1-1/2" - CA - A13 SEE DWG. P4.31 TO CA SYSTEM SEE DWG. P4.40 TO VAC SYSTEM SEE DWG. P4.20 TO PURE WATER XXX DPI 2 2 2 2 Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.30 29313.00 11/30/18 PLUMBING - NITROGEN & COMPRESSED AIR GENERATION
DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019 iCVD ROOMOPEN RESEARCH LAB LAB EQUIPMENT
RESEARCH LABRESEARCH LAB TISSUE CULTURE (BACTERIAL) TISSUE CULTURE (MAMMALIAN) OPEN RESEARCH LAB SUPPORT 1 E-BEAM DEPOSITION ROOM OPEN RESEARCH LAB SUPPORT 2 CA1 CA CA-100 CA-100 CA-100
FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET
1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM
OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM CA-100 CA-100 CA-100 CA-100CA-100CA-100 CA-100 CA-100CA-100 OUTLET
1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM CA-100 COMPRESSED AIR P4.30 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100
1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2"
CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 3/4" 3/4" 3/4" DEVELOPED
LENGTH = 350' PUMP PRESSURE = 110 PSI ALLOWABLE PRESSURE DROP = 10 PSI PRESSURE DROP / 100 FT = 2.2 PSI 1 OUTLET = 1 SCFM 3/4" PI PI LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT
LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 2 LEVEL 3 LEVEL 4 A A 1" [36 CFM] 1" [84 CFM] 3/4" [36 CFM] 3/4" [48 CFM] 1" [84 CFM] REFER TO LAB BENCH DETAIL REFER TO
LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO
LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL 1/2" CA-100 [4 CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [4 CFM]
1/2" CA-100 [2 CFM] 1/2" CA-100 [2 CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [2 CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [4 CFM] 1/2"
CA-100 [4 CFM] Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274
Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.31 29313.00 11/30/18
PLUMBING COMPRESSED DRY AIR RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 MM LAB EQUIPMENTE-BEAM
DEPOSITION ROOM iCVD ROOM TISSUE CULTURE (BACTERIAL) TISSUE CULTURE (MAMMALIAN) OPEN RESEARCH LAB OPEN RESEARCH LAB OPEN RESEARCH LAB RESEARCH LABRESEARCH LAB SUPPORT 1 SUPPORT 2 VAC1
SET @ 80 PSI VE VAC COMPRESSED AIR VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC
3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4"
VAC 3/4" VAC VAC OUTLET 0.5 CFM OUTLET 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5
CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM OUTLET 0.5 CFM FUME HOOD 0.5 CFM
FUME HOOD 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM OUTLET 0.5 CFM FUME HOOD 0.5 CFM VACVAC
VAC VACVACVAC VACVAC VAC OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1
LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 2 LEVEL 3 LEVEL 4 C C (VENDOR PACKAGE) DRAIN (TYPICAL) VACUUM RECEIVER VE VACUUM PUMP SKID AUTOMATIC DRAIN VACUUM PUMP EXHAUST THRU ROOF LOW POINT DRAIN
SIGHT GLASS DRAIN 2" [17.5 acfm] 2" [42 acfm] 2" [42 acfm] 2" [24.5 acfm] 3/4" VAC [1 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [1 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER
TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [1 CFM] REFER TO LAB BENCH
DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4"
VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" 3/4" 1. AUTO DRAIN VALVE ON VACUUM RECEIVER. NOTES: 2. CONNECT TO BMS FOR OPERATION AND ALARMING
CAPABILITIES. 3/4" 3/4" DEVELOPED LENGTH = 350' PUMP PRESSURE = 25 IN Hg DESIGN PRESSURE AT INLET = 20 IN Hg ALLOWABLE PRESSURE DROP = 5 IN Hg PRESSURE DROP / 100 FT = 1.25 IN Hg 1
INLET = 0.5 SCFM PIT PSV PI PI PCV PI PI Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
NTS P4.40 29313.00 11/30/18 PLUMBING - VACUUM RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 iCVD
ROOM TISSUE CULTURE (MAMMALIAN)TISSUE CULTURE (BACTERIAL) OPEN RESEARCH LAB LAB EQUIPMENT E-BEAM DEPOSITION ROOM OPEN RESEARCH LAB OPEN RESEARCH LAB RESEARCH LABRESEARCH LAB SUPPORT
1 SUPPORT 2 N21 N2-100 N2-100 N2-100 N2-100 OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET
1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD
1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM N2-100 N2-100N2-100 N2-100N2-100
N2-100N2-100N2-100 FUME HOOD 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM N2-100 NITROGEN P4.30 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100
1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2"
N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100
1/2" N2-100 1/2" N2-100 3/4" 3/4"3/4" 3/4" PI PI LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 2 LEVEL 3 LEVEL 4 B
B 1" [36 CFM] 1" [86 CFM] 3/4" [36 CFM] 3/4" [50 CFM] 1" [86 CFM] REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB
BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB
BENCH DETAIL REFER TO LAB BENCH DETAIL 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2"
N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [3 CFM] 1/2" N2-100 [2 CFM] 1/2" N2-100 [2 CFM] 1/2" N2-100 [4 CFM] Architect Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.50 29313.00 11/30/18 PLUMBING - NITROGEN RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 2"LW 4"LW 2"LW 2"LW 4"LW 4"LW4"LW 4"LW 4"LW 4"LW 4"LW 4"LW4"LW 2"LW 4"LW 4"LW 4"LW 4"LW 367 RESEARCH LAB 367 RESEARCH
LAB 367F E-BEAM DEPOSITION ROOM 367 RESEARCH LAB RESEARCH LAB 367 OPEN RESEARCH LAB 276 TISSUE CULTURE (BACTERIAL) 276C TISSUE CULTURE (MAMMALIAN) 276B OPEN RESEARCH LAB 276 GLASSWASH
276A OPEN RESEARCH LAB 276 OPEN RESEARCH LAB 276 OPEN RESEARCH LAB 276 GLASSWASH 276A 367 RESEARCH LAB LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL
1 2"LW 2"LV FH CS-1 2"LW 2"LV 2"LV LS-2 CO LS-1 3"LW CO 4"LW CO 4"LW 4"LW 2"LV CS-1 FH LS-1 2"LV3"LV3"LV 4"FD-B 4"FD-B 4"LWCO 4"LW CO 4"LW 4"LW 2"LV 2"LV LS-1 2"LV LS-2 2"LV LS-1 2"LV
LS-1LS-1LS-1 2"LW2"LV CS-1 FH CS-1 FH 2"LV LS-1 2"LV 2"LV 2"LV 2"LV 2"LV 2"LV 2"LV CO 4"FD-B 4"FD-B CO CO 2"LV 2"LV 2"LV 2"LV 2"LV 2"LV 2"LV 4"FD-B CO 3"LVTR3"LVTR 2"LV CO 2"LW 2"LW
2"LW 2"LW 2"LW 2"LW2"LV 2"LW 2"LW 2"LW CO CO WB-1 2"LV 4" LABORATORY WASTE U-TRAP WATER TIGHT SLEEVE EXTERIOR WALL 2 Architect Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.60 29313.00 11/30/18 PLUMBING LAB WASTE & VENT RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
212/18/18ADDENDUM 01 DocuSign Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA 12/18/2018 CARPET CLIP UNFINISHED OR CARPETED FLOOR FINISHED SLAB NICKEL BRONZE TOP SET SCREW FINISHED
FLOOR FINISHED SLAB CAST IRON CLEANOUT BODY WITH PUSH-ON GASKET ADJUSTABLE TOP HOUSING GASKETED CONNECTION PVC CLEANOUT PIPE BRONZE CLEANOUT PLUG WITH GASKETED SEAL RISER CLAMP 1/2"
MIN 1 1/2" SERVICE PIPE SCHEDULE 40 PIPE ONE NOMINAL SIZE LARGER THAN SLEEVE SLEEVE, MINIMUM ONE NOMINAL SIZE LARGER THAN RISER FLOOR SLAB FLOOR FLANGE METAL DECK UL LISTED FIRE STOPPING
ASSEMBLY TO MATCH FLOOR RATING NOTES: 1.REFER TO DETAILS ON STRUCTURAL DWG'S FOR LOCATIONS WHERE MULTIPLE PIPE PENETRATIONS ARE REQUIRED. 2.ASSEMBLY SHALL BE UL APPROVED ASSEMBLY FOR
PIPE TYPE & PENETRATION TYPE. REFER TO DIVISION 7 FOR FIRESTOPPING REQUIREMENTS. SLOPE TO DRAIN NOTE: WHERE EDGE OF FLOOR DRAIN IS WITHIN 24 INCHES OF WALL, ADJUST SLOPE TO SUIT INSTALLATION.
CAST IRON DRAIN BODY WITH PUSH-ON GASKET DRAIN INSTALL FLOOR DRAIN 1/2" BELOW FINISHED FLOOR. CONCRETE TRADE SHALL FINISH THE TOP OF FLOOR FLUSH WITH DRAIN. TILE WHERE APPLICABLE 1/2"
NOTE: WHERE EDGE OF FLOOR DRAIN IS WITHIN 24 INCHES OF WALL, ADJUST SLOPE TO SUIT INSTALLATION. CAST IRON DRAIN BODY WITH PUSH-ON GASKET DRAIN INSTALL FLOOR DRAIN 1/2" BELOW FINISHED
FLOOR. CONCRETE TRADE SHALL FINISH THE TOP OF FLOOR FLUSH WITH DRAIN. SLOPE TO DRAIN REFER TO PLANS PIPE CLAMP FINISHED FLOOR SLAB FOOTING IRON STRAP 5/8" ROD FOUNDATION WALL FLEXIBLE
JOINT ASSEMBLY (TYP.) MECH. RESTRAINT COLLAR (TYP. FOR 2) WATERTIGHT PENETRATION ASSEMBLY 4" 0' - 0 19/32"0' - 0 1/2" MODULAR MECHANICAL SEAL SERVICE PIPE STEEL SLEEVE WITH WELDED WATER
STOP COLLAR CONCRETE WALL/FLOOR STAINLESS STEEL BOLT/NUT PRESSURE PLATES 8" X 8" GRADE CLEANOUT. POLISHED BRONZE FRAME, AND HINGED COVER, W/CI CLEAN OUT PLUG FINISHED GRADE SANITARY
OR DRAIN LINE BELOW GRADE. SIZED AS SHOWN ON DRAWINGS 4" RISE TO GRADE. 24" X 24" X 4" CONCRETE PAD FLUSH WITH GRADE FINISHED FLOOR NICKEL BRONZE TOP SET SCREW FINISHED FLOOR FINISHED
SLAB CAST IRON CLEANOUT BODY WITH PUSH-ON GASKET AJUSTABLE TOP HOUSING GASKETED CONNECTION CAST IRON CLEANOUT PIPE BRONZE CLEANOUT PLUG WITH GASKETED SEAL NOTE: WHERE INSTALLING WITHIN
AN EXISTING SLAB, SLAB WILL NEED TO BE CUT, CLEANOUTS PLACED, AND REPOURED. COORDINATE WITH CONCRETE CONTRACTOR. 72" ABOVE ROOF ROOF SCREEN ROOF DECK SLOPE DOWN TO PUMP DRAIN VALVE
ROOFING MEMBRANE FLASHING (BY OTHERS) TURN DOWN ELBOW PROVIDE W/SCREEN STAINLESS STEEL CLAMP FRICTION CLAMP TO STRUCTURE WITH 4 WAY BRACE PROVIDE LOW POINT DRAIN AT TRAPS STAINLESS
STEEL EXHAUST PIPE STAINLESS STEEL CLAMP 4'-6" FINISHED FLOOR NATURAL GAS ISOLATION VALVE IN CABINET GAS CABINET WITH GLASS DOOR (REFER TO SPECIFICATION) NATURAL GAS SERVICE TO LAB
OUTLETS NATURAL GAS SERVICE GAS PIPING IN WALL Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 NTS P5.01 29313.00 11/30/18 PLUMBING- DETAILS SCALE:NTS 1 FLOOR CLEANOUT SCALE:NTS 2 INDIVIDUAL PIPE PENETRATION PIPE RISER SUPPORT SCALE:NTS 3 FINISHED FLOOR
DRAIN SCALE:NTS 4 UNFINISHED FLOOR DRAIN SCALE:NTS 5 WATER SERVICE THRU FOUNDATION WALL SCALE:NTS 6 WATERTIGHT PIPE PENETRATION SCALE:NTS 9 GRADE CLEANOUT SCALE:NTS 10 FLOOR CLEAN OUT
SCALE:NTS 7 VACUUM PUMP EXHAUST SCALE:NTS 8 LOCAL NATURAL GAS VALVE IN CABINET #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018 EXPASION FITTING (FLEXIBLE LOOP) SLIDING SUPPORT POINT "B" SERVICE PIPE SLIDING SUPPORT POINT "A" C L 375 65 2 1/2 260 40 45 55 1 1/2 1 3/4 PIPE SIZE [IN] DIMENSION L [IN]
NOTES: 1.LOOP LENGTH DESIGNED FOR A MAXIMUM LINEAL EXPANSION OF 1 1/2". 2.MAXIMUM DISTANCE BETWEEN ANCHORS SHALL BE 100 FEET. L L/2 C L C L C L C L C L C L PIPE INSULATION WELD (TYP.)
ANCHOR GUIDE PIPE INSULATION WELD (TYP.) 3" SPACE 1/4" STEEL PLATE (WELD TO STAINLESS STEEL RISER CLAMP) 304 STAINLESS STEEL RISER CLAMP WITH 1/4" STAINLESS NUTS AND BOLTS STAINLESS
STEEL SPIDER GUIDE 8" LONG SCHEDULE 10 STEEL SLEEVE ATTACH TO STRUCTURAL STEEL (TYP.) 1/4"x3" WIDE STEEL SUPPORT BRACKET (TYP.) 1/4" STAINLESS STEEL NUTS & BOLTS (TYP.) STAINLESS STEEL
PIPING SYSTEM STAINLESS STEEL PIPING SYSTEM ATTACH TO BUILDING STRUCTURE STEEL ANGLE BRACKETS (WELD TO 1/4" STEEL PLATE) A 1/2 OF A1/2 OF A SERVICE PIPE PIPE INSULATION HANGER INSULATION
SHIELD (SEE SCHEDULE) NOTE: 1.SEE SPECIFICATION FOR FLANGER SIZES INSULATION SHIELD SCHEDULE PIPE SIZEDIMENSION "A"GAUGE OF SHIELDSHIELD THICKNESS 1/2" TO 4"12"180.0480 5" TO 6"18"160.0600
ABOVE 6"24"140.0750 C L C L C L C L NOTE: 1.SEE SPECIFICATION FOR HANGER SIZES. HEAVY DUTY CLEVIS HANGER INSULATION SHIELD (REFER TO SPECIFICATION) SERVICE PIPE SUPPORT NUT LOCKING
NUT PIPE INSULATION C L C L C L C L C LC LC LC L C L C LC L C L C LC L C L C L NOTE: 1.SEE SPECIFICATION FOR HANGER SIZES. DIELECTRIC INSULATION INSULATION SHIELD (REFER TO SPECIFICATION)
METAL STRUT PIPE SUPPORT SERVICE PIPE LOCKING NUT PIPE INSULATION COPPER SERVICE PIPE METAL STRUT SUPPORT NUT ROD 1 1/2" 1/2" MIN SERVICE PIPE RISER CLAMP SCHEDULE 40 PIPE SLEEVE FLOOR
FLANGE (SECURE TO FLOOR SLAB) SLEEVE, MINIMUM ONE NOMINAL SIZE LARGER THAN RISER UL LISTED FIRE STOPPING ASSEMBLY TO MATCH FLOOR RATING METAL DECK FLOOR SLAB APPLY WATERTIGHT SEALANT
BELOW FLANGE AND AROUND SLEEVE NOTES: 1.REFER TO DETAILS ON STRUCTURAL DWG'S FOR LOCATIONS WHERE MULTIPLE PIPE PENETRATIONS ARE REQUIRED. 2.ASSEMBLY SHALL BE UL APPROVED ASSEMBLY FOR
PIPE TYPE & PENETRATION TYPE. REFER TO DIVISION 7 FOR FIRESTOPPING REQUIREMENTS. INSULATION UNDER DECK CLAMP ROOF DRAIN BODY ROOF TO INCLUDE SPLAY OUT AT PIPE HANGER DETAILS FOR ROOF
DRAIN INSTALLATION REFER TO ARCHITECTURAL DRAWINGS ROOF DRAIN 12"H STANDPIPE INCREASE DIAMETER ONE PIPE SIZE AIR GAP W&T STANDPIPE DRAIN CONDENSATE DRAIN FROM HVAC SYSTEMS BACK WATER
VALVE TO STORM REFER TO FLOOR PLANS SEAL BOTH SIDES WITH ACOUSTICAL SEALANT WALL RE: ARCH PIPE INSULATION WHERE SPECIFIED 1/2" MIN SPACE. PACK WITH FIBROUS MATERIAL ALL AROUND GALVANIZED
STEEL PIPE SLEEVE FLUSH WITH WALL INSULATED PIPE NOTE: WHERE PIPING IS EXPOSED TO VIEW PROVIDE WITH ESCUTCHEON. UNINSULATED PIPE GRADE 18"-24" ABOVE FINISH GRADE HINGE ADDRESS FINISH
WITH ARCHITECT EXTERIOR WALL SECURE TO WALL OVERFLOW PIPE Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000
Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 NTS P5.02 29313.00 11/30/18 PLUMBING - DETAILS SCALE:NTS 1 FLEXIBLE EXPANSION LOOP SCALE:NTS 2 HOT WATER EXPANSION LOOP SCALE:NTS 3 PIPE ANCHOR WITH GUIDE SCALE:NTS
4 PIPE HANGER SHIELD SCALE:NTS 5 PIPE HANGER SUPPORT SCALE:NTS 6 PIPE HANGER SUPPORT SCALE:NTS 7 INDIVIDUAL PIPE PENETRATION PIPE RISER SUPPORT1 SCALE:NTS 8 RAIN WATER PIPING INSULATION
SCALE:NTS 9 CONDENSATE OPEN END DRAIN (TO STORM) SCALE:NTS 10 NON-RATED INTERIOR WALL PENETRATION SCALE:NTS 11 OVERFLOW SYSTEM DOWNSPOUT COVER #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 FINISHED FLOOR 2" CONNECT TO SERVICES ON TOP OF FUME HOOD CEILING NON-SPILL PRESSURE TYPE VACUUM BREAKER (TYP)
2" LAB VENT IN WALL P-TRAP LAB COLD WATER COMPRESSED AIR VACUUM LCW VAC CA LV LV LW NITROGEN N2 FINISHED FLOOR CONNECT TO SERVICES ON TOP OF FUME HOOD CEILING COMPRESSED AIR VACUUM
VAC CA NITROGEN N2 GLASSWASHER (POS) ISOLATION VALVE (TYP.) PRESSURE REGULATOR SET AT -- PSIG PRESSURE REGULATOR SET AT 50 PSIG PRESSURE GAUGE (TYP.) UNION CONNECTION (TYP.) WATER HAMMER
ARRESTOR (TYP.) PROVIDE ANTI-SPILL VACUUM BREAKER (REFER TO SPECIFICATION) INLINE FLOW METER (TYP.) FLOOR DRAIN WATER FILTER (REFER TO SPECIFICATION FOR MODEL NUMBER) PET COCK ( TYP.)
6D CONTROL VALVE (INTERLOCKED TO GLASSWASHER) PRESSURE REGULATOR SET AT 50 PSIG GLASSWASHER PURE WATER STORAGE TANK EXTEND FULL SIZE INDIRECT WASTE TO FLOOR DRAIN FINISHED FLOOR NOTES:
1.REFER TO FLOOR PLANS FOR PIPE SIZES 2.REFER TO SPECIFICATIONS FOR PIPE MATERIAL AND SPECIALTIES COMPRESSED AIR LAB COLD WATER PWS PWS FM WHA CW CA P-TRAP LAB SINK CEILING 25MM PWS
2" LV W /1/2" INSULATION LAB SINK PIPING DROP WITHIN ENCLOSURE NOTE: 1.COORDINATE PIPING TO FIT WITHIN CHASE PIPING IN CHASE EPOXY COATED UNISTRUT WITH PIPE CLAMPS ON ALL SERVICES REMOVABLE
ACCESS PANEL W/SHUT-OFF VALVES ESCUTCHEONS PLATES AT ALL PENETRATIONS NOTE: PROVIDE MIN. PIPE SPACING 1" IN THE ENCLOSURE PURIFIED WATER STAINLESS STEEL USE-POINT FAUCET EYEWASH/DRENCH
HOSE UNIT COUNTER FRONT VIEWSIDE VIEW 25MM PWS 1/2" LHW 1/2" LCW PROVIDE TMV-2 MIXING VALVE UNDERCOUNTER. 1/2" CW 1/2" HW MILLIQ CONNECTOR 6'-0" FINISHED FLOOR PRESSURE REGULATOR GAS
MANIFOLD W/AUTOMATIC SWITCHOVER. (SEE SPECIFICATIONS) LOCAL ANNUNCIATOR DUPLEX ELECTRICAL OUTLET IDENTIFICATION SIGN PRESSURE GAUGE (TYP.) PIGTAIL (SEE SPECIFICATIONS) GAS CYLINDER
(POS) RELIEF VALVE BLOCK & BLEED W/PURGE POINTS CHANGE OVER REGULATOR ASSEMBLY TO SYSTEM VENT TO OUTSIDE REFER TO ARCH DWGS INCUBATOR (POS) CEILING WALL MOUNTED ALUMINUM PLATE ISOLATION
VALVE CO2 PIPING IN WALL DIAPHRAGM VALVE PRESSURE REGULATOR SET AT 15 PSI (2) INCUBATOR FLEXIBLE CONNECTIONS FINISHED FLOOR INCUBATOR (POS) NOTES: 1.REFER TO FLOOR PLANS FOR PIPE SIZES
2.REFER TO SPECIFICATIONS FOR PIPE MATERIAL AND SPECIALTIES CARBON DIOXIDE 1/2" PRESSURE REGULATOR SET AT -- PSIG ICE MACHINE (POS) PRESSURE GAUGE (TYP.) PET COCK ( TYP.) WATER FILTER
(REFER TO SPECIFICATION FOR MODEL NUMBER) 1/4" COPPER TUBING UNION CONNECTION (TYP.) INLINE BACK FLOW PREVENTER BALL VALVE ( TYP.) EXTEND FULL SIZE INDIRECT WASTE TO FLOOR DRAIN FLOOR
DRAIN W/FUNNEL FINISHED FLOOR NOTES: 1.REFER TO FLOOR PLANS FOR PIPE SIZES 2.REFER TO SPECIFICATIONS FOR PIPE MATERIAL AND SPECIALTIES PWS PWS PWS IW IW Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P5.03 29313.00 11/30/18 PLUMBING - DETAILS SCALE:NTS
1 FUME HOOD W/ CUP SINK CONNECTION SCALE:NTS 2 FUME HOOD CONNECTION SCALE:NTS 3 GLASSWASHER CONNECTION SCALE:NTS 5 TYPICAL LABORATORY SINK SERVICES SCALE:NTS 6 TYPICAL GAS MANIFOLD
SETUP SCALE:NTS 7 C02 INCUBATOR CONNECTION SCALE:NTS 4 LABORATORY ICE MACHINE CONNECTION #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018 P-TRAP LAB SINK CEILING 25MM PWS 2" LV W /1/2" INSULATION LAB SINK PIPING DROP WITHIN ENCLOSURE NOTE: 1.COORDINATE PIPING TO FIT WITHIN CHASE PIPING IN CHASE EPOXY COATED
UNISTRUT WITH PIPE CLAMPS ON ALL SERVICES REMOVABLE ACCESS PANEL W/SHUT-OFF VALVES ESCUTCHEONS PLATES AT ALL PENETRATIONS NOTE: PROVIDE MIN. PIPE SPACING 1" IN THE ENCLOSURE PURIFIED
WATER STAINLESS STEEL USE-POINT FAUCET EYEWASH/DRENCH HOSE UNIT COUNTER FRONT VIEWSIDE VIEW 25MM PWS 1/2" LHW 1/2" LCW PROVIDE TMV-2 MIXING VALVE UNDERCOUNTER. 1/2" CW 1/2" HW MILLIQ
CONNECTOR UCD-1 1/2" CW 1/2" HW GROUT NEMA CONTROL PANEL COORDINATE PANEL LOCATION WITH OTHER EQUIPMENT PUMP REMOVAL SYSTEM CONTROL PANEL SUPPORT LAG PUMP ON (LSHH) AND ALARM LIGHT
LEAD PUMP ON (LSL) SLOPE BOTTOM TO PUMP INLET. BOTH PUMPS OFF (LSLL) ALSO ALTERNATE LEAD LAG SEQUENCE LIQUID LEVEL CONTROL CABLES TO BE IN ONE CONDUIT. PUMP POWER CABLES TO BE IN SEPARATE
CONDUIT. AUDIBLE ALARM (LSH) JUNCTION BOXES W/PLIABLE GAS TIGHT SEALS LIFTING ROPE GAS TIGHT EJECTOR PIT COVER (SEE SPECIFICATIONS) ALUMINUM STEP FLANGE ANCHOR BOLTS WATERTIGHT SLEEVE
PUMP DISCHARGE LIQUID LEVEL CONTROLS EFFLUENT PIPE INV.: -2'-0" B.F.F. POWER CABLE CONCRETE PIT OR PRECAST REINF. CONC MANHOLE SECTION CONFORMING TO ASTM C478. (SEE STRUCTURAL DRAWINGS)
PROVIDE WATERTIGHT SLEEVE PUMP NOTES: 1.REFER TO PLANS AND SPECIFICATIONS FOR PIT DIMESIONS. 2.REFER TO PLANS AND SPECIFICATIONS FOR PUMP TYPES AND CAPACITIES. 3.REFER TO SPECIFICATIONS
FOR PIPE MATERIALS. SEWAGE EJECTOR PUMP SYSTEM COMPONENTS: 1.One sump. 2.One level control w/ four points level setting , LSHH(90%), LSH(70%), LSL(40%) & LSLL(10%), level setting shall
be field adjustable and will be finalized later. 3.Two sump pumps w/ local panel. SEQUENCE OF OPERATION: 1.On sump pumps local panel faceplate, there are two H/O/A switches, one for
each sump pump; operator can manually start sump pumps by setting H/O/A to hand position. 2.In normal operation, the H/O/A switches shall be in Auto position, pumps shall be controlled
by level. * LSLL shall shut down both sump pumps for both hand & Auto positions and alternate pumps. * LSL shall start lead sump pump. * LSH provides dry contact (SPDT) for remote HIGH
level alarm indication. * LSHH shall start lag sump pump. 3.The ejector pumps lead lag control shall be automatic so as to equalize the pumps run time. Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated P5.04 29313.00 11/30/18 PLUMBING - DETAILS
SCALE:NTS 2 TYPICAL LABORATORY SINK SERVICES SCALE:NTS 1 LAB BENCH CONNECTION 3/4" VAC 1/2" N2 1/2" CA DROP FROM PLBG MAIN & CONNECT TO MODULAR ALUMINUM FRAMING SYSTEM MODULAR ALUMINUM
FRAMING SYSTEM BY ARCHITECT FLEXIBLE TUBING BY ARCHITECT LAB TURRETS BY ARCHITECT FLEXIBLE HOSE SWAGELOK 1/4 TURN BALL VALVE W/ COMPRESSION CONNECTIONS FLEXIBLE HOSE SCALE:NTS 3 DUPLEX
SUBMERSIBLE SUMP PUMP #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 NOTE: 1. IN MULTIPLE PUMP SETS PERFORMANCE
CHARACTERISTICS INDICATED FOR EACH PUMP PLUMBING SCHEDULE - PUMPS TAG DESCRIPTIONTYPEMANUFACTURERMODELFLOWHEAD ELECTRICAL SYSTEM SERVEDLOCATIONREMARKS ABB.No. VOLTAGEPHASEFREQUENCYHPRPM
VAC-VP1VACUUM PUMPDUPLEX SKID MOUNTED WEIL253330 GPM35' 480 V360 Hz41750LABORATORY VACUUMBASEMENT MECHANICAL ROOM W/ 120 GAL VACUUM RECEIVER PLUMBING SCHEDULE - AIR EQUIPMENT TAG DESCRIPTIONTYPEMANU
FACTURERMODEL FLOW RATEPRESSURE ELECTRICAL SYSTEM SERVEDLOCATIONREMARKS ABB.No. VOLTAGEPHASEFREQUENCYHPRPM CAAIR COMPRESSORDUPLEX ROTARY TOOTH AIR COMPRESSOR (AIR COOLED) ATLAS COPCOZT
22-1096.6 SCFM PER PACKAGE 150 PSI460 V360 Hz303600COMPRESSED AIR BASEMENT MECHANICAL ROOM W/ 200 GAL RECEIVER, DUAL DESICCANT AIR DYERS, DUAL FILTER AND DEW POINT MONITOR W/ ALARM
PLUMBING SCHEDULE - WATER HEATER (ELECTRIC) TAG DESCRIPTIONMANUFACTURERMODEL STORAGE CAPACITY RECOVERY INPUTTEMP SETTINGREMARKSLOCATION ABB.No. GPM DEG RISE EWH1ELECTRIC WATER HEATER
EEMAXEX100140 °F10KW140 °F-MECHANICAL 1A/1B PLUMBING SCHEDULE - FIXTURE CONNECTION DESCRIPTIONABB.SOIL/WASTEVENT COLD WATER HOT WATER EMERGENCY TEMPERED WATER LAB COLD WATER LAB HOT
WATER LAB WASTE LAB VENT ELECTRIC WATER COOLER EWC1-1/4"1-1/2"1/2" EMERGENCY EYE WASH EW1/2" EMERGENCY SHOWER ES1" HOSE BIBBHB3/4" KITCHENETTE SINK SK1-1/2"2"1/2"1/2" LAB SINKLS1/2"1/2"2"2"
LAVATORYL2"2"1/2"1/2" MOP SERVICE BASIN MSB3"2"3/4"3/4" SINKSK2"2"1/2"1/2" WALL HYDRANTWH3/4" WATER CLOSETWC2-1/2"2"1" EMERGENCY SHOWER/EYEWASH ES/EW1-1/4"2"2" PLUMBING SCHEDULE - TRAP
PRIMER VALVE TAG DESCRIPTIONTYPEMANUFACTURERMODELREMARKSLOCATION ABB.No. TP1TRAP PRIMER VALVEELECTRONIC TRAP PRIMER VALVE (120V) PRECISION PLUMBING PRODUCTS PPP INC MPB-500-115V PROVIDE
W/ SUPPLY TUBE AND DISTRIBUTION BOX LABORATORY FLOOR DRAINS TP2TRAP PRIMER VALVEELECTRONIC TRAP PRIMER VALVE (120V) PRECISION PLUMBING PRODUCTS PPP INC #PTS-8 IN SURFACE MOUNTED CABINET
MECHANICAL ROOMS JAN & STORAGE CLOSETS PLUMBING SCHEDULE - MIXING VALVES TAG DESCRIPTIONTYPEMANUFACTURERMODELREMARKSLOCATION ABB.No. TMV2EMERGENCY EYE WASH MIXING VALVE THERMOSTATICLAWLER911FLOW=5
GPM PLUMBING SCHEDULE - DRAIN TAG DESCRIPTIONMANUFACTURERMODELOUTLETSTRAINERREMARKSLOCATION ABB.NoTRAP PRIMER REQUIREMENTS FDAFLOOR DRAINJR SMITH2051C-P050CAULKROUND NICKEL BRONZE 5"
DIA STRAINER W/ TRAP CONNECTIONSHOWERS, TOILET ROOMS FD B FLOOR DRAINTHREADED7" DIA STRAINER, CORROSION RESISTANT. SS BODY W/TP CONNECTION FD C FLOOR DRAINCAULKCAST IRON12" DIA HEAVY
DUTY STRAINER, W/ TRAP PRIMER CONNECTION. PROVIDE OVAL FUNNEL 9704 AT HVAC EQUIPMENT. MECHANICAL ROOMS MECHANICAL ROOMS & LABORATORIES WHERE NOTED 304 ST. STEEL TOP PROVIDE AUTOMATIC
TRAP PRIMER ON TIME CLOCK. EXTEND 1/2" TUBING FROM FD TO ABOVE GROUND JR SMITH2041C-P050 JR SMITH9700T-P050-WSH-U PROVIDE AUTOMATIC TRAP PRIMER ON TIME CLOCK. EXTEND 1/2" TUBING FROM
FD TO ABOVE GROUND PROVIDE AUTOMATIC TRAP PRIMER ON TIME CLOCK. EXTEND 1/2" TUBING FROM FD TO ABOVE GROUND PROVIDE FUNNEL 9703 WHERE DRAIN IS PROVIDED FOR MECHANICAL EQUIPMENT. PLUMBING
SCHEDULE - FIXTURE TAG DESCRIPTION FIXTURE DIMENSIONS FITTING TRAPSUPPLYCARRIERREMARKSHCLOCATION ABB.No.TYPEMANUFACTURERMODELMANUFACTURERMODELTYPE WC1,1AWATER CLOSETWALL MOUNTEDKOHLERK-433027"TOTOTE
T6LN32#CP1.28 GPF SENSOR FLUSH VALVE, HYDROPOWER SELF-GENERATING SYSTEM WITH MECHANICAL OVERRIDE INTEGRAL1" SUPPLYWALL MOUNTEDPROVIDE W/ SC534 OPEN FRONT SEAT, LESS COVER USE SPLIT GRAB
BARS FOR ADA INSTALLATION YesRESTROOM L1ALAVATORYVITREOUS CHINA, UNDERMOUNT/ WALL-MOUNTED IRON PLAINSUNDERMOUNT: K-5400 WALL-MOUNT: K-2005 UNDERMOUNT: 15" x 12" WALL-MOUNT: 20" x 18"
MOEN8215F05MANUAL DUAL LEVER FAUCET 0.5 GPM FLOW 1 1/4-INCH C.P. CAST BRASS P-TRAP W/CO McGUIRE #8902-C 3/8" SUPPLIES McGUIRE #LF170 UNDERMOUNT: COUNTER TOP WALL-HUNG: WALL PROVIDE
McGUIRE #155WC OFFSET DRAIN, INSULATE SUPPLY & WASTE PIPING W/ TRUEBRO KIT, PROVIDE PERFORATED GRID DRAIN. YesRESTROOM LS1LAB SINKINTEGRAL W/ CASEWORKREFER TO ARCH DWGS & SPECS -----REFER
TO ARCH DWGS & SPECS --DUAL-TEMP GOOSENECK FAUCET WITH VACUUM BREAKER 1 1/2" PP P-TRAP W/ CO PLUG; MECHANICAL JOINTS 3/8" SUPPLIES McGUIRE #LF170 INTEGRAL W/ COUNTER NO CEILING MOUNTED
(RECESSED) ES1EMERGENCY SHOWERRECESSED EMERGENCY SHOWER REFER TO ARCH DWGS & SPECS ------------1 1/4" SUPPLYYes LABORATORIES LABORATORIES CHROME FINISH WITH EPOXY COATING. PROVIDE
EMERGENCY EQUIPMENT IDENTIFICATION SIGN; PROVIDE SIGN INDICATING LOCATION OF SHUT-OFF VALVE ABOVE CLNG. INCLUDE LIGHT, ALARM, AND 20 GPM FLOW CONTROL. SK1SINK DOUBLE COMPARTMENT 18
GAUGE, TYPE 316 ST. STEEL UNDERMOUNT MOEN8701SINGLE LEVER DECK MOUNTED FAUCET W/ PULL-OUT SPRAY AND 1.5GPM AERATOR 1 1/2-INCH C.P. CAST BRASS P-TRAP W/CO McGUIRE #8912-C 3/8" SUPPLIES
McGUIRE #LF170 COUNTER TOPPROVIDE LK-35 OFFSET DRAIN W/ GRID STRAINER, INSULATE SUPPLY & WASTE PIPING W/ TRUEBRO KIT YesLEVEL 1 KITCHENETTE LS2LAB SINKINTEGRAL W/ CASEWORKREFER TO ARCH
DWGS & SPECS -----REFER TO ARCH DWGS & SPECS --DUAL-TEMP GOOSENECK FAUCET WITH VACUUM BREAKER 1 1/2" PP P-TRAP W/ CO PLUG; MECHANICAL JOINTS 3/8" SUPPLIES McGUIRE #LF170 INTEGRAL W/
COUNTER YesLABORATORIES CHROME FINISH WITH EPOXY COATING. CS1CUP SINK-REFER TO ARCH DWGS & SPECS -----REFER TO ARCH DWGS & SPECS ---1 1/2" PP P-TRAP W/ CO PLUG; MECHANICAL JOINTS 3/8"
SUPPLIES McGUIRE #LF170 INTEGRAL W/ COUNTER NOLABORATORIES LHWR-CP1CIRCULATION PUMPIN LINEGRUNDFOS2 gpm21 ft120 V160 Hz-3450LABORATORY HOT WATER - MAGNA3-40-120F TMV1SAFETY SHOWER MIXING
VALVE THERMOSTATICLAWLER911FLOW=25 GPMLEVEL 2 & 3 LABS LEVEL 2 & 3 LABS BASEMENT MECHANICAL ROOM SK2SINK SINGLE COMPARTMENT 18 GAUGE, TYPE 316 ST. STEEL UNDERMOUNT MOEN8701SINGLE LEVER
DECK MOUNTED FAUCET W/ PULL-OUT SPRAY AND 1.5GPM AERATOR 1 1/2-INCH C.P. CAST BRASS P-TRAP W/CO McGUIRE #8912-C 3/8" SUPPLIES McGUIRE #LF170 COUNTER TOPPROVIDE LK-35 OFFSET DRAIN W/
GRID STRAINER, INSULATE SUPPLY & WASTE PIPING W/ TRUEBRO KIT YesLEVEL 2 COMMON SPACE ELKAY ELKAYLUSTERTONE DOUBLE BOWL UNDERMOUNT SINK --DECK MOUNTED EW1EMERGENCY EYE WASH EMERGENCY
EYEWASH REFER TO ARCH DWGS & SPECS ------------1/2" SUPPLYYes LABORATORIES PROVIDE EMERGENCY EQUIPMENT IDENTIFICATION SIGN; PROVIDE SIGN INDICATING LOCATION OF SHUT-OFF VALVE ABOVE
CLNG. INCLUDE LIGHT, ALARM, AND 3 GPM FLOW CONTROL. REFER TO ARCH DWGS & SPECS REFER TO ARCH DWGS & SPECS SAN-SP1A/1BSANITARY WASTE SUMP PUMP DUPLEX SAN SUMP PUMP GLOBAL VACGPVBD-1102-P-12073
ACFM EACH 25" Hg 480 V360 Hz31750SANITARY WASTEBASEMENT MECHANICAL ROOM WB1WASHING MACHINE BOX -WATTS---------RECESSED WALL MOUNTED 1 1/2" P-TRAP--NOLABORATORIES CUP SINKCS1/2"2"2"
LUSTERTONE SINGLE BOWL UNDERMOUNT SINK EWC1ELECTRIC WATER COOLER ELKAYWALL MOUNTEDINTEGRALYES- STAINLESS STEEL EZ(S)8------1/2" CW-2 2 2 Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P7.01 29313.00 11/30/18 PLUMBING - SCHEDULES #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION 21/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019 SQUARE FEET ENTERING AIR TEMPERATURE SQFT EAT VARIABLE FREQUENCY DRIVE VARIABLE
VOLUME EXHAUST AIR TERMINAL BOX WET BULB TEMPERATURE VARIABLE VOLUME SUPPLY AIR TERMINAL BOX LAT KW IN HX HZ HW HWS HWR HRC HR HP HPS HPR HD LEAVING AIR TEMPERATURE KILOWATT INCHES
HEAT EXCHANGER HERTZ HEAT RECOVERY COIL - GLYCOL HOT WATER SUPPLY HOT WATER RETURN HIGH PRESSURE STEAM (>15 psig) HIGH PRESSURE CONDENSATE RETURN HOT WATER HOUR HEAD HORSEPOWER GS HB
GR GALV GA FT FTR FPM FLEX FCV FD FA FCU F EXH EWT ESP ET ER ELEC EF EG HOSE BIBB CONN W/CHAINED CAP GLYCOL SUPPLY GALVANIZED GLYCOL RETURN FINNED TUBE RADIATION GAUGE FEET FEET PER
MINUTE WB W/O WG WMS W/ W VFD VVE VV VD V WITHOUT WATER GAUGE WIRE MESH SCREEN WITH WIDTH VOLUME DAMPER VENT FLOW CONTROL VALVE FIRE DAMPER (W/ ACCESS DOOR) FLEXIBLE FAN COIL UNIT FREE
AREA FAN EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXHAUST REGISTER EXHAUST EXPANSION TANK EXHAUST FAN ELECTRICAL EXHAUST GRILLE TEMPERATURETEMP UV TYP UNIT VENTILATOR TYPICAL
STM SUP STL STDBY SS STANDBY STEAM STAINLESS STEEL SUPPLY STEEL POUNDS PER CUBIC FOOT REVOLUTIONS PER MINUTE PROCESS CHILLED WATER PROCESS CHILLED WATER RETURN (REFER TO CONTROLS LEGEND
ABBREVIATIONS FOR ADDITIONAL NOMENCLATURE) COMBINATION AUTOMATIC SMOKE/FIRE DAMPER POUNDS PER SQUARE INCH GAUGE SOUND ATTENUATOR PRESSURE REDUCING VALVE PUMPED CONDENSATE LEAVING WATER
TEMPERATURE LOW PRESSURE STEAM (0-15 psig) LOW PRESSURE CONDENSATE RETURN NUMBERNO. EA DOV DN DIM DDCFP DDC CWS D DB CWR CP CHWS CLG CHW CHWR CC CFM CD CRAC BOD BHP RETURNRET DRAIN
OFF VALVE DIRECT DIGITAL CONTROL FIELD PANEL DIRECT DIGITAL CONTROL EACH DOWN DIMENSION DRY BULB TEMPERATURE CONDENSER WATER SUPPLY CONDENSER WATER RETURN DRAIN SF SQ SPECS SFD SDET
SD SCH SATT SUPPLY FAN WITH ACCESS DOOR SQUARE SPECIFICATIONS SMOKE DETECTOR SMOKE DAMPER SCHEDULE RR RPM RM RLF RG RHC RH RF RETURN REGISTER RELIEF ROOM RETURN FAN REHEAT COIL RELATIVE
HUMIDITY RETURN GRILLE CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSATE PUMP CHILLED WATER CEILING BOTTOM OF DUCT CUBIC FEET PER MINUTE COMPUTER ROOM AIR CONDITIONING UNIT BRAKE
HORSEPOWER COOLING COIL CEILING DIFFUSER PRESSURE DROPPD PROCHW PROCHWR PSIG PRV PLBG PLUMBING PCF PC P OED OA NTS OPEN END DUCT PUMP OUTSIDE AIR NOT TO SCALE GENERIC HVAC ABBREVIATIONS
AS AAV ATV ATC ARCH AHU ACD AF AD ACV AUTOMATIC AIR VENT ATMOSPHERIC VENT AUTOMATIC TEMPERATURE CONTROL AIR HANDLING UNIT AIR SEPARATOR ARCHITECT AUTOMATIC CONTROL VALVE AUTOMATIC CONTROL
DAMPER AIR FOIL ACCESS DOOR NO NIC NC N/A MTD MAV MIN MFR NORMALLY OPEN NOT IN CONTRACT NORMALLY CLOSED NOT APPLICABLE MANUAL AIR VENT MOUNTED MINIMUM MANUFACTURER MECH LWT LPS LPR
LF MECHANICAL LINEAR FEET TEFC VERT TSP GALLONS PER MINUTE H GPM HEIGHT VTR GENERAL EXHAUSTGE FPI FINS PER INCH TDH TE TD STD SP ENERGY MANAGEMENT SYSTEM EQUIP EMS EQUIPMENT TOTAL STATIC
PRESSURE VENT THROUGH ROOF VERTICAL TOTALLY ENCLOSED FAN COOLED THERMODYNAMIC TRAP TOILET EXHAUST TOTAL DYNAMIC HEAD STATIC PRESSURE STANDARD KVA LAB MBH MAX NPSH OS&Y POS RA LB PH
BRITISH THERMAL UNIT CG BTU CEILING GRILLE OB OC OBD NC AVG AVERAGE ADJ ADJUSTABLE L RETURN AIR POUND OUTSIDE STEM AND YOKE PROVIDED BY OTHER SECTION(S) PHASE OCTAVE BAND ON CENTER
OPPOSED BLADE DAMPER NET POSITIVE SUCTION HEAD NOISE CRITERIA THOUSAND BRITISH THERMAL UNITS PER HOUR LABORATORY MAXIMUM LENGTH KILOVOLT AMPERE BACKWARD INCLINEDBI Ø DIAMETER DEGREES
FAHRENHEIT°F -FC FORWARD CURVED FLTR FILTER DWG DRAWING HOT WATER REHEAT COILHWRHC PROCESS CHILLED WATER SUPPLYPROCHWS SA SUPPLY AIR HYDRONIC SYSTEM SPECIFIC ABBREVIATIONS AIR SYSTEM
SPECIFIC ABBREVIATIONS STEAM SYSTEM SPECIFIC ABBREVIATIONS HEAT RECOVERY UNITHRU BTUH BRITISH THERMAL UNIT PER HOUR OPEN DRIP PROOFODP MCA MINIMUM CIRCUIT AMPS HEAT EXCHANGERHX ST STEAM
TRAP ATD AIR TERMINAL DEVICE HVAC GENERAL NOTES GENERAL: 1. HVAC GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL "M" SERIES DRAWINGS. 2. DRAWINGS ARE DIAGRAMMATIC AND
ARE INTENDED TO INDICATE CAPACITY, SIZE, APPROXIMATE LOCATION AND GENERAL ARRANGEMENT. DETERMINE EXACT LOCATION OF SYSTEMS AND COMPONENTS IN FIELD. 3. DRAWINGS CANNOT BE FULLY AND CORRECTLY
INTERPRETED WITHOUT REFERENCE TO LEGENDS, DETAILS, SCHEDULES AND SPECIFICATIONS. IT IS THE INTENT OF THE DRAWINGS TO SHOW THE INSTALLATION, AS DETAILED BY THE TYPICAL ARRANGEMENTS.
ITEMS SHOWN ONCE ON FLOOR PLANS, ELEVATIONS, DETAILS OR DIAGRAMS MAY NOT BE REPEATED IN FULL FOR OTHER TYPICAL INSTANCES. 4. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5.
PROVIDE INFORMATION AND HARDWARE TO COORDINATE CONCRETE PADS AND STEEL PLATFORMS REQUIRED FOR MECHANICAL WORK. 6. COORDINATE ROOF AND WALL PENETRATIONS WITH WORK OF OTHER SECTIONS AND
WITH FLASHING REQUIREMENTS. 7. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS. ALL DUCTWORK SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL
AND UNDERSIDE OF BEAMS AND JOISTS. 8. INSTALL SENSORS (TEMPERATURE, HUMIDITY, CO2, THERMOSTATS) AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY ARCHITECT. MOUNTING HEIGHT AFF SHALL COMPLY
WITH ADA AND SHALL BE MOUNTED LEVEL WITH ADJACENT SWITCHES (E.G. LIGHT SWITCHES). 9. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS. ALL WORK SHALL BE COORDINATED WITH
ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST. 10. ACCESS PANELS SHALL BE PROVIDED
TO CLEAN COILS AND SERVICE DAMPERS, HEATERS, VALVES AND ALL CONCEALED MECHANICAL EQUIPMENT. 11. SUPPORT ALL EQUIPMENT, PIPING AND DUCTWORK FROM BUILDING STRUCTURE. PROVIDE VIBRATION
ISOLATION. FOR ROTATING EQUIPMENT, DUCTWORK AND PIPING IN ACCORDANCE WITH THE SPECIFICATIONS. PROVIDE TO THE CONSTRUCTION MANAGER OR GENERAL CONTRACTOR A LIST OF ALL WEIGHTS AND METHODS
OF SUPPORT FOR COORDINATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 12. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NATIONAL ELECTRIC CODE AND DIVISION 26. 13. ALL
MATERIAL AND EQUIPMENT SHALL BE NEW. 14. ELEMENTS OF THE WORK SHALL BE INSTALLED IN A MANNER SUCH THAT AT SUBSTANTIAL COMPLETION THE FOLLOWING ITEMS, NEW OR EXISTING SHALL BE "FULLY
AND REASONABLY ACCESSIBLE": HVAC CONTROL BOXES, JUNCTION BOXES, VALVES (OF EVERY SHAPE, SORT AND FUNCTION), DDC CONTROL BOXES, ELECTRICAL PANELS, FILTERS, BELTS, WATER COILS, DISCONNECT
SWITCHES, AND MAINTENANCE ACCESS ELEMENTS INCLUDING PULL SPACE. a. "FULLY AND REASONABLY ACCESSIBLE" SHALL BE DEFINED AS: NATIONAL ELECTRIC CODE REQUIRED CLEARANCE FOR POWERED EQUIPMENT
AND CAPABLE OF BEING ACCESSED FOR SERVICE, REPAIR OR REPLACEMENT BY AN AVERAGE SIZED INDIVIDUAL (ON A LADDER IF NECESSARY) AND CAPABLE OF BEING SERVICED OR REMOVED WITHOUT REMOVING
OR MODIFYING OR DISTORTING OTHER COMPONENTS OF THE WORK. THE DESIGN INTENT PROVIDES A MINIMUM 2' x 2' x 2' ZONE FOR MAINTENANCE. b. CONFLICT WITH MEETING THESE REQUIREMENTS SHALL BE
BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IN A TIMELY MANNER AND SHALL BE CORRECTED AT NO ADDITIONAL COST. AIR SYSTEM SPECIFIC NOTES: 1. VERIFY ALL EQUIPMENT CONNECTIONS
WITH MANUFACTURER CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 2. SHEETMETAL FITTINGS
SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES SHALL BE ALLOWED WITHOUT PRIOR CONSENT FROM ARCHITECT/ENGINEER. 3. REFER TO SPECIFICATIONS FOR DUCTWORK CONSTRUCTION CLASSES, SEAL, AND LEAKAGE
CLASSES. 4. EXTERIOR LOUVERS ARE INDICATED FOR LOCATION ONLY. 5. SMOKE DETECTORS SHALL BE FURNISHED AND WIRED TO THE FIRE ALARM SYSTEM BY DIVISION 28. DIVISION 23 SHALL MOUNT THE DETECTORS
IN DUCTWORK, WHERE REQUIRED BY CODE AND DIVISION 23, DIVISION 23 SHALL WIRE THE DETECTORS TO THE BAS SYSTEM AND FAN STARTERS FOR SHUTDOWN. 6. SMOKE DAMPERS SHALL BE UL555S LISTED. FIRE
DAMPERS SHALL BE UL555 LISTED. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND SMOKE/FIRE DAMPERS AND ASSOCIATED ACCESS PANELS WHERE DAMPERS ARE SHOWN ON DRAWINGS IN COMPLIANCE WITH APPLICABLE
BUILDING AND MECHANICAL CODES AND NFPA 90A. ACCESS DOOR DIMENSIONS SHALL MEET REQUIREMENTS OF NFPA 90A AND NFPA 80. 7. REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR TERMINAL
DEVICES. 8. DIFFUSER SIZES SHOWN ARE NECK SIZES; REGISTER AND GRILLE SIZE ARE NOMINAL. REFER TO DIFFUSER SCHEDULE FOR DUCT RUN-OUT SIZES. 9. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS
CONNECTING TO FANS AND AIR HANDLING UNITS UNLESS INTERNALLY ISOLATED. ALL DUCTS TO BE GROUNDED ACROSS FLEXIBLE CONNECTION WITH FLEXIBLE COPPER GROUNDING STRAPS. 10. THE INSIDE OF DUCTWORK
AND ALL MECHANICAL COMPONENTS VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK. 11. ALL RETURN AIR OPENINGS ABOVE CEILING SHALL BE PROVIDED WITH A 1/2" MESH ALUMINUM
SCREEN (80% FREE AREA MINIMUM). 12. INSULATE DUCTWORK: PERFORM TESTS BEFORE INSULATING. 13. ELBOWS IN DUCT SYSTEMS SHALL BE FULL RADIUS (CENTERLINE RADIUS = 1.5 DUCT WIDTH) WHERE SPACE
PERMITS. WHERE LIMITED CLEARANCE OCCURS, PROVIDE SHORT RADIUS ELBOW WITH FULL LENGTH SPLITTER VANES PER SMACNA. MITERED (SQUARE) ELBOWS WITH TURNING VANES SHALL NOT BE USED. 14. MANUAL
DAMPERS ARE NOT SHOWN ON THE DRAWINGS IN ORDER FOR DRAWING CLARITY. PROVIDE MANUAL ADJUSTABLE DAMPERS ON EACH LOW PRESSURE SUPPLY RETURN AND EXHAUST DUCT TAKE OFF, AND AT EACH TAKE
OFF TO REGISTERS, GRILLES AND DIFFUSERS. 15. UNLESS OTHERWISE NOTED, DUCTWORK CONNECTING TO DIFFUSERS OR VARIABLE VOLUME AIR TERMINAL UNITS SHALL BE SIZED PER EQUIPMENT/DIFFUSER CONNECTION
SIZE. PIPING SPECIFIC NOTES: 1. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER CERTIFIED DRAWINGS. VERIFY AND PROVIDE FITTINGS TO TRANSITION TO FURNISHED EQUIPMENT CONNECTION SIZES.
FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 2. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, CONNECTED TO BUILDING
DRAINAGE SYSTEMS. SIZE DEPTH OF TRAP FOR ASSOCIATED AIR PRESSURE DIFFERENTIAL. REFER TO DETAIL ON DRAWINGS. 3. PERFORM TEST BEFORE INSULATING PIPING. 4. PROVIDE HANGERS, CLAMPS, OFFSETS,
EXPANSION JOINTS, ANCHORS AND GUIDES TO PREVENT STRESS ON PIPING. 5. PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS. 6. PROVIDE AT LEAST THREE-ELBOW SWING
FOR PIPE TAKE-OFFS TO TERMINAL EQUIPMENT AND RISERS. 7. ISOLATION VALVES IN PIPING SYSTEMS ARE NOT SHOWN ON PLANS (FOR CLARITY) BUT ARE REQUIRED AT ALL PIPE BRANCHES AND CONNECTIONS
TO EQUIPMENT REFER TO DETAIL SHEETS AND FLOW DIAGRAMS. 8. PITCH HYDRONIC (WATER) PIPING UPWARD IN DIRECTION OF FLOW. PITCH STEAM AND CONDENSATE PIPING DOWNWARD IN DIRECTION OF FLOW.
PITCH FUEL OIL PIPING TOWARD TANK. REFER TO SPECIFICATIONS FOR REQUIRED PITCH (I.E. GRADE OR SLOPE). 9. REFER TO EQUIPMENT SCHEDULES FOR PIPE RUN-OUT SIZES TO INDIVIDUAL PIECES OF EQUIPMENT.
10. UNLESS OTHERWISE NOTED, PIPING CONNECTING TO TERMINAL UNITS SHALL BE SIZED PER SCHEDULE. EXISTING EQUIPMENT TO BE RELOCATEDXR XN XM X NEW LOCATION OF RELOCATED EQUIPMENT EXISTING
EQUIPMENT TO REMAIN EXISTING EQUIPMENT TO BE REMOVED 1. SITE VISIT: BEFORE SUBMITTING BID, VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THAT WILL
AFFECT WORK OF THIS SECTION. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVER.
SITE VISIT IS PARTICULARLY IMPORTANT BECAUSE THIS IS RENOVATION WORK. 2. EXISTING CONDITIONS AND PREPARATORY WORK: BEFORE STARTING WORK IN A PARTICULAR AREA OF THE PROJECT, VISIT SITE
AND EXAMINE CONDITIONS UNDER WHICH WORK MUST BE PERFORMED INCLUDING PREPARATORY WORK DONE UNDER OTHER SECTIONS OR CONTRACTS BY OWNER. REPORT CONDITIONS THAT MIGHT AFFECT WORK ADVERSELY
IN WRITING TO ARCHITECT AND OWNER. DO NOT PROCEED WITH WORK UNTIL DEFECTS HAVE BEEN CORRECTED AND CONDITIONS ARE SATISFACTORY. COMMENCEMENT OF WORK SHALL BE CONSTRUED AS COMPLETE ACCEPTANCE
OF EXISTING CONDITIONS AND PREPARATORY WORK. 3. DEMOLITION SHALL BE COORDINATED WITH OWNER, ARCHITECT, GENERAL CONTRACTOR, CONSTRUCTION MANAGER AND ENGINEER. 4. PROVIDE MECHANICAL DEMOLITION
TERMINATION; CUT, VALVE AND CAP. DROP MECHANICAL DISTRIBUTION TO FLOOR. REMOVAL OF SYSTEM EQUIPMENT SHALL BE BY THE HVAC CONTRACTOR. 5. PROVIDE 2 WEEKS NOTICE TO OWNER OPERATIONS FOR
SHUT DOWN OF ANY SERVICES AND/OR SYSTEMS. 6. REFER TO ALL DRAWINGS FOR GENERAL DESCRIPTION OF AREAS REQUIRING DEMOLITION. 7. REFER TO CONSTRUCTION MANAGER INSTRUCTIONS FOR ALL EXISTING
EQUIPMENT AND MATERIALS THAT SHALL REMAIN THE PROPERTY OF THE OWNER. 8. ITEMS OF VALUE WHICH ARE NOT DIRECTED TO BE RETURNED TO THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR
AND SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF. STORAGE OR SALE OF ITEMS ON THE PROJECT SITE IS PROHIBITED. 9. PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE
BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION
BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST. 10. UTILITIES: MAINTAIN ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL OR RELOCATION. KEEP UTILITIES IN SERVICE
AND PROTECT FROM DAMAGE. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED AREAS WITHOUT FIRST OBTAINING PERMISSION FROM THE CLINET IN WRITING. PROVIDE TEMPORARY SERVICES. 11. DRAWINGS ARE
DIAGRAMMATIC ONLY AND REFLECT OVERALL SYSTEM REMOVAL. NOT EVERY ITEM OR COMPONENT OF A SYSTEM IS SHOWN. 12. PROVIDE SHUT DOWN OF SERVICES (FANS, PUMPS, AHUS, ETC.) AND TRACING OF ALL
RISERS WITHIN BASE BID. 13. CONFIRM SUPPLY AND EXHAUST SYSTEM AIRFLOW CAPACITY OF ALL SYSTEMS, INCLUDING SYSTEMS NOT MODIFIED AS PART OF PHASE 1, IN BUILDING THROUGH PRE-CONSTRUCTION
TESTING AND BALANCING REPORTS OF SYSTEMS TO BE EXTENDED. REPORTS SHALL INCLUDE COMPLETE FAN INFORMATION, CFM, ESP, TSP, RPM, VOLTS, AMPS AND VFD SPEEDS. PROVIDE AIRFLOW IN CFM AND DUCT
STATIC PRESSURE MEASUREMENTS IN DUCT SYSTEMS TO DOCUMENT PERFORMANCE AT ALL SPACES IN BUILDING INCLUDING SPACES NOT MODIFIED AS PART OF PHASE 1. 14. CONFIRM HYDRONIC SYSTEM CAPACITY
THROUGH PRE-CONSTRUCTION TESTING AND BALANCING REPORTS OF SYSTEMS TO BE EXTENDED. REPORTS SHALL INCLUDE PIPE SIZE, FLOW RATE, SUPPLY PRESSURE AND RETURN PRESSURE. PROVIDE HYDRONIC SYSTEM
FLOW (GPM) AND PIPE SYSTEM PRESSURE (PSIG) MEASUREMENTS IN PIPING SYSTEMS TO DOCUMENT PERFORMANCE AT ALL SPACES SERVED BY SYSTEM, BOTH WITHIN PROJECT WORK SCOPE AREA AND BEYOND PROJECT
WORK SCOPE AREA. 15. CONFIRM STEAM PIPING CAPACITY THROUGH PRE-CONSTRUCTION TESTING AND BALANCING REPORTS OF SYSTEMS TO BE EXTENDED. REPORTS SHALL INCLUDE PIPE SIZE AND STEAM PRESSURE
(PSIG) WITH ALL EQUIPMENT OPERATIONAL TO DOCUMENT PERFORMANCE AT ALL SPACES SERVED BY SYSTEM, BOTH WITHIN PROJECT WORK SCOPE AREA AND BEYOND PROJECT WORK SCOPE AREA. RENOVATION PRE-BID
SITE VISIT AND DEMOLITION NOTES ADA AMERICANS WITH DISABILITIES ACT CBR CBS CHILLED BEAM WATER RETURN CHILLED BEAM WATER SUPPLY AFF ABOVE FINISHED FLOOR AHU-A SEPARATE PREHEAT/RECOVERY
COIL ALTERNATE 1. LENGTHEN AHU TO ACCOMMODATE 2-ROW PRE-HEAT COIL BETWEEN ENERGY RECOVERY COIL AND COOLING COIL WITH ADDITIONAL ACCESS ZONE. ADD ADDITIONAL VALVES AND PIPING COMPONENTS
TO ACCOMMODATE NEW COIL.a 2. PROVIDE 50 GPM RE-CIRCULATING FREEZE PROTECTION PUMP FOR NEW HEATING COIL. 3. REMOVE P-6 SINCE ENERGY RECOVERY DOES NOT REQUIRE REDUNDANCY. 4. RE-CONFIGURE
PIPING SO ENERGY RECOVERY LOOP DOES NOT GO THROUGH HEAT EXCHANGERS. 5. HX-2 BECOMES HX-4A AND HX-3 IS REMOVED FROM SCOPE. HX-4A WILL CONNECT TO EXISTING PRE-HEAT LOOP IN BASEMENT TO
PROVIDE ADDED CAPACITY FOR AHU PRE-HEAT. PUMP SIZING IS ADEQUATE BUT MAY NEED TO RUN BOTH SIMULTANEOUSLY INSTEAD OF LEAD/LAG. 6. UPDATE CONTROLS TO ACCOMMODATE THIS CHANGE. Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M0.10 29313.00 11/30/18 HVAC - NOTES
AND ABREVIATIONS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 E PT TD F&T AAV TAG NO TAG NO RH HOOD VFD
C C C C PH C RH SV 2.1 P 1 EV 2.1 AHU A SATT 1 EF A.1 FCU 1 (XN)VSV-100 150/150 100 0.5 HX 1 ET 1 RCP 1 STEAM PRESSURE GAUGE WITH A GAUGE COCK AND COIL SYPHON THREE WAY AUTOMATIC CONTROL
VALVE, MODULATING ACTUATOR AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR AUTOMATIC AIR VENT WITH ISOLATION VALVE UNION OR FLANGE (AS INDICATED BY PIPE SIZE - SEE SPEC.) THREE WAY AUTOMATIC
CONTROL VALVE, TWO POSITION ACTUATOR AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR STRAINER W/BALL VALVE, HOSE BIBB & CAP (GATE VALVE FOR STEAM) BALL VALVE WITH HOSE BIBB, CAP & CHAIN
(DRAIN VALVES) BUTTERFLY VALVE WITH MEMORY STOP (BALANCING VALVE) BALL VALVE WITH MEMORY STOP (BALANCING VALVE) COMBINATION FLOWMETER/SHUT OFF/BALANCING VALVE (CIRCUIT SETTER) TOP TAKEOFF
DROP (DOUBLE LINE - PLAN VIEW) PIPE BREAK (DOUBLE LINE) DIRECTION OF FLOW IN PIPE BOTTOM TAKEOFF CLEAN-OUT FOR CONDENSATE DRAIN RISE (DOUBLE LINE - PLAN VIEW) PIPE BREAK (SINGLE LINE)
DIRT LEG DROP (SINGLE LINE - PLAN VIEW) RISE (SINGLE LINE - PLAN VIEW) EXPANSION JOINT FLEXIBLE CONNECTION ANCHOR PIPE GUIDE THERMODYNAMIC STEAM TRAP MANUAL AIR VENT PRESSURE/TEMPERATURE
WELL VACUUM BREAKER BLIND FLANGE FLOAT & THERMOSTATIC STEAM TRAP THERMOMETER PRESSURE GAUGE WITH GAUGE CLOCK END CAP SAFTEY RELIEF VALVE FLOW MEASURING DEVICE FLOW SWITCH CHECK VALVE
PRESSURE REDUCING VALVE BUTTERFLY VALVE BALL VALVE PIPING LEGEND SERVICE EQUIPMENT NOT REQUIRING ELECTRIC VB FM SUPPLY LINES FUTURE DEMO/EXISTING TO BE REMOVED NEW WORK EXISTING RETURN
LINES CO EQUIPMENT TAG SYMBOLS & ABBREVIATIONS EXAMPLE EQUIPMENT TAGS: SUPPLY VALVE PUMP AIR HANDLING UNIT EXHAUST VALVE EXPANSION TANK CONDENSATE PUMP AIR SEPARATOR LABORATORY HOOD
FINNED TUBE RADIATION VARIABLE FREQUENCY DRIVE COOLING COIL REHEAT COIL CHEMICAL FEED SYSTEM SHELL AND TUBE HEAT AIR TERMINAL BOX WITH EXCHANGER REHEAT COIL OPPOSED BLADE DAMPER PARALLEL
BLADE DAMPER W/ MODULATING ACTUATOR W/ MODULATING ACTUATOR W/ TWO POSITION ACTUATOR AIR TERMINAL BOX PARALLEL BLADE DAMPER W/ TWO POSITION ACTUATOR OPPOSED BLADE DAMPER AIR VALVE FLOW
DIAGRAM AND CONTROL DIAGRAM EQUIP SYMBOLS PREHEAT COIL FILTER BANK INLINE CENTRIFUGAL FAN CENTRIFUGAL FAN PUMP REFER TO DRAWING FOR CONTINUATION SYMBOL DESIGNATES ASSOCIATED SYSTEM
OR SERVICE (S15, LPS, LPR) SHEET NUMBER REVISION NUMBER DETAIL DESIGNATION SHEET NUMBER SECTION DESIGNATION CALL OUT SYMBOLS CONNECT NEW TO EXISTING DESIGN CFM A(200) AAV BLANKED FOR
1-WAY BLOW SUPPLY DIFFUSER BLANKED FOR 2-WAY BLOW SUPPLY DIFFUSER BLANKED FOR 3-WAY BLOW SUPPLY DIFFUSER SELF-CLOSING FIRE DAMPER W/ACCESS DOOR COMBINATION SMOKE/FIRE DAMPER W/ACCESS
DOOR ROOF EXHAUST FAN ROOF EXHAUST FAN RETURN OR EXHAUST AIR FLOW AUTOMATIC CONTROL DAMPER W/ACCESS DOOR MANUAL VOLUME DAMPER SUPPLY AIR FLOW UC 1/2" UNDERCUT DOOR SFD OR FD ACD DIFF/GRILLE
HARD ACOUSTICALLY LINED DUCT ELBOW CEILING DUCT MTD DIFF/GRILLE TAKEOFF TO BULLHEAD SPLIT SUPPLY RING DUCT TAKEOFF TO GOOD FOR BOOT BY LINEAR FLEXIBLE OPEN END DUCT W/VD & 1/2"x1/2"
WMS DUCT LD MFR SUPPLY CEILING LINEAR DIFFUSER (W/ 1" INTERNALLY LINED SM PLENUM) BRANCH CONN W/VD FOR EVERY 4' OF LINEAR DIFFUSER SUPPLY SIDEWALL RETURN/EXHAUST REGISTER/GRILLE SIDEWALL
DUCT MTD BULLHEAD CONVERGE 90° TAKE-OFF DUCT RING SINGLE LINE RISE/DROP DUCTWORK SINGLE LINE STANDARD RADIUS ELBOW SUPPLY/RETURN EXHAUST ( R = W ) w R SUPPLY DUCT DOWN SUPPLY DUCT UP
DOUBLE LINE EXHAUST SUPPLY/RETURN/ RISE OR DROP /EXHAUST SUPPLY/RETURN OFFSET HORIZONTAL RISE/DROP DUCT DOWN RETURN/EXHAUST DUCT UP RETURN/EXHAUST DOUBLE LINE STANDARD 4-WAY BLOW SUPPLY
DIFFUSER OR OR VD ROUND RETURN OR EXHAUST DUCT UPROUND SUPPLY DUCT UP SHOWN ON ROOF SHOWN ON FLOOR PLAN ROUND SUPPLY DUCT DN EXHAUST DUCT DN ROUND RETURN OR W/BRANCH TAKE-OFF VOLUME
DAMPER VOLUME DAMPER W/BRANCH TAKE-OFF W/BRANCH TAKE-OFF VOLUME DAMPER VOLUME DAMPER (VD W/BRANCH TAKE-OFF VOLUME DAMPER W/BRANCH TAKE-OFF FOR EVERY 4' OF BRANCH CONN W/VD LINED SM
PLENUM) (W/ 1" INTERNALLY LINEAR IN LOW PRESSURE SYSTEMS ONLY) EXISTING DUCT TO BE REMOVED NEW DUCT LINETYPE EXISTING DUCT LINETYPE REFER TO CONTROLS LEGEND SHEET FOR SYMBOLS USED ON
FLOOR PLANTS TO INDICATE LOCATION OF TEMPERATURE SENSORS/THERMOSTATS, HUMIDITY SENSORS, PRESSURE SENSORS AND GAS SENSORS (E.G. CARBON DIOXIDE) SEE SCHEDULE FOR PERFORMANCE REQUIREMENTS
EQUIPMENT REQUIRING ELECTRIC SERVICE SUPPLY OR RETURN AIR RISER DESIGNATION PIPING SYSTEM RISER DESIGNATION POINT OF DISCONNECT SOUND ATTENUATOR EXHAUST FAN FAN COIL UNIT DIFFUSER,
GRILLE, REGISTER LETTER DESIGNATOR (SEE SCHEDULE FOR ATD TYPE) (XM)CD(100) DENOTES AN EXISTING DIFFUSER TO BE REBALANCED TO 100 CFM. EXISTING TO BE REBALANCED VARIABLE VOLUME SUPPLY
AIR TERMINAL BOX OCCUPIED MAXIMUM/OCCUPIED MINIMUM CFM UNOCCUPIED MINIMUM CFM REHEAT COIL FLOW (GPM) HEAT EXCHANGER EXPANSION TANK RADIANT CEILING PANEL Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M0.20 29313.00 11/30/18 HVAC - LEGEND # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 KEY NOTES: DEMOLISH CRAC SYSTEM,
ASSOCIATED DUCTWORK, AND ASSOCIATED CONTROLS THAT CURRENTLY SERVES SERVER ROOM. DUCTWORK DISTRIBUTION SYSTEM IN SERVER ROOM IS NOT FULLY MODELED. CONTRACTOR SHALL FIELD COORDINATE DEMOLITION.
DEMOLISH PAIR OF 2" ABANDONED PVC PIPES ROUTED IN LOCATIONS SHOWN. CONFIRM PIPES ARE ABANDONED AND OPEN AT BOTH ENDS BEFORE DEMOLISHING. DEMOLISH 2" CAST IRON PIPE ROUTED IN LOCATION
SHOWN. CONFIRM PIPE IS ABANDONED AND OPEN AT BOTH ENDS BEFORE DEMOLISHING. 1 (XM) P-1A (XM) P-1 (XM) HW RADIATION HX (XM) HW RADIATION HX (XM) PFHX-1 (XM)ET-2 (XM)ET-2 (XM)P-3 (XM)ET-3
(XM)P-4 (XM)GLYCOL FEED ASSEMBLY (XM)DUPLEX BASKET STRAINER (XM)AS (XM)AS (XM)HX-4 (XM)HX-3 (XM)P-2 (XM)CHEM BYPASS FEEDER TANK (XM)AERCO DWH (XM)ET-1 (XM)AS (XM)AIR COMPRESSOR (X)CRAC
DUCTWORK 1 (XM)SF (XM)20x30(XM)20x30 (X)2" RHWR UP (X)2" RHWS UP (XM)5" CBS&R UP (XM)3" PHWS/R UP ? ? ? (XM)CHWS/R TO/FROM CAMPUS LOOP (XM)2" PHWS/R (XM)6" SCHWS/R (XM)3" PHWS/R (XM)2-1/2"
RHWS/R (XM)5" CBS/R (XM)3" SCHWS/R (XM)CSVB00CA (XM)12"x10" (XM)16x14 SA RISER W/ SFD Room B00UJ Room B78A Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78Room
B77 Room B00UK Room B00UA Room B00UB Room B00UC (XM)14x12 EA AIR RISER W/ SFD (XM)10x6 (XM)10x6 (XM)VSV-B78 (XM)12x10 SA (XR)VEV-B49 (XM)14x12EA 2 2 2 3 3 3 SCOPE OF WORK Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M1.00 29313.00 11/30/18
HVAC - LEVEL 0 DEMO # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1
4A Q1 5.1 KEY NOTES: EXISTING CHILLED BEAM TO BE RE-USED IN WRITE UP SPACE. REFER TO NEW WORK PLAN FOR LOCATION. CLEAN AND PROTECT DURING RE-LOCATION. TYPICAL CHILLED BEAM PIPING SUPPLY
AND RETURN EXAMPLE SHOWN FOR DRAWING CLARITY. ALL CHILLED BEAM ASSOCIATED PIPING WITHIN PHASE 1 SCOPE TO BE REMOVED. RELOCATE EXISTING VAV TO SERVE WRITE UP SPACE. REFER TO NEW WORK
PLAN FOR LOCATION. CLEAN AND PROTECT DURING TRANSITION. WITHIN THE SCOPE OF WORK, DEMOLISH ALL EXISTING PERIMETER RADIATORS AND ASSOCIATED PIPING. ALL PERIMTER RADIATORS OUTSIDE OF
SCOPE OF WORK SHALL REMAIN OPPERATIONAL. 1 (X)1-1/4" RHWR UP & 1-1/2" HWS DN (X)1-1/4" RHWS UP & 1-1/2" HWR DN (XM)4"DN/3"UP CBS&R (X)2" CBS (X)2" CBR 2 2 2 (X)CHILLED BEAM (TYP) (X)CB-276-1
(X)CHILLED BEAM (TYP) (XM)CHILLED BEAM (TYP. 4) (XM)26"x20" (XM)16"x10" (XM)16"x8" (X)10"x10" (X)26"x16" (X)22"x20" (X)10"x8" (XR)CB-258-1 (XR)CB-265-1 (XR)CB-265-2 (XR)CB-265-3 1 1
1 1 (X)CB-274-1 (XR)CB-278-21 (XR)CB-278-11 (X)CB-278A-1 (XR)CB-265A-1 1 (XR)CB-265A-2 1 (X)CHILLED BEAM (TYP) (X)CHILLED BEAM (TYP) (XM)SUPPLY AIR RISER (XM)10"x10" (XM)20"x12" (XM)2"
CBS/R (X)3/4" CBS/R (X)3/4" CBS/R (XM)3/4" CBS/R ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? Room 200SD Room 255A Room 270A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room
260 Room 200SA Room 265A Room 252 Room 254 Room 256 Room 260A Room 272 Room 276 Room 278 Room 274 Room 270 Room 267 Room 265B Room 265 Room 200JA Room 200UA Room 200UB 2 (XM) PASSIVE
CHILLED BEAM (TYP) (XM) EXPOSED SUPPLY DIFFUSER (TYP) 3 (XR)VSV-274 3 (XM)VSV-265 (XM)VSV-200CA-2 (XM)RG (XM)EG (XM)16"x8" (XM)3"CBS (XM)3"CBR (XM)22x20 SA (XM)10x10 SA (X)CB-276-2
SCOPE OF WORK 4 2 (X)RADIANT PANEL (TYP)4 (X)RADIANT PANEL (TYP)4 (X)RADIANT PANEL (TYP)4 (X)RADIANT PANEL (TYP)4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M1.20 29313.00 11/30/18 HVAC - LEVEL 2 DEMO # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION 2 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 (X)1-1/4"
RHWR DN (X)1-1/4" RHWS DN (XM)3" CBS&R DN KEY NOTES: EXISTING CHILLED BEAM TO BE RE-USED IN WRITE UP SPACE. REFER TO NEW WORK PLAN FOR LOCATION. CLEAN AND PROTECT BEFORE RE-USE. TYPICAL
CHILLED BEAM PIPING SUPPLY AND RETURN EXAMPLE SHOWN FOR DRAWING CLARITY. ALL CHILLED BEAM ASSOCIATED PIPING WITHIN PHASE 1 SCOPE TO BE REMOVED. WITHIN THE SCOPE OF WORK, DEMOLISH ALL
EXISTING PERIMETER RADIATORS AND ASSOCIATED PIPING. ALL PERIMTER RADIATORS OUTSIDE OF SCOPE OF WORK SHALL REMAIN OPPERATIONAL. 1 2 2 2 (X)1-1/4" CBS (X)1-1/4" CBR (X)1-1/4" CBS&R (XR)CB-375-2
(X)CHILLED BEAM (TYP) (X)CHILLED BEAM (TYP) (XM)8"x4" (X)8"x6" (X)8"x6" (XM)2-1/2" CBS&R (XR) 48"x18" (XR) 48"x24" (X)8"x4" (X)8"x6" (XR)VSV-365G (X)6"x4" (XR)12"x15" (X)CB-365-1 (X)CB-379-1
(X)CB-379-1 ? ? ?? ? ? (X)16"x10" (X)11"x16"(X)10"x10"(X)10"x8" (X)8"x6" (XR) 48"x24" Room 365A Room 365D Room 355 Room 365E Room 365C Room 361 Room 365F Room 358 Room 300CD Room 378
Room 360 Room 300SA Room 375 Room 362 Room 377 Room 352 Room 354 Room 356 Room 365 Room 379 Room 365G Room 300JA Room 300UA Room 300UB (XM)CHILLED BEAM (TYP) (XM)CHILLED BEAM (TYP)
(XM)FD (XM)FD (XM)CB-360-2 (XM)FD 1 (XR)CB-375-11 (XR)CB-377-11 (XR)CB-362-11 (XR)CB-362-21 (XR)CB-361-11 (XR)CB-360-1 1 SCOPE OF WORK 2 3 (X)RADIANT PANEL (TYP)3 2 222222 2 2 2 2 2
2 2 2 2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M1.30 29313.00
11/30/18 HVAC - LEVEL 3 DEMO # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019 21 3 4 6
7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 213"x54" 60% FREE AREA LOUVER POS KEY NOTES: AHU-A COOLING COIL SHALL BE CONNECTED TO EXISTING CHW LOOP LOCATED IN ADJACENT MECHANICAL ROOM. NEW
HEAT EXCHANGERS SHALL CONNECT TO EXISITNG LPS LOOP LOCATED IN ADJACENT MECHANICAL ROOM. CONDENSATE SHALL BE RETURNED TO EXISTING RECIEVER. COORDINATE HEIGHT OF INSTALL TO ENSURE CONDENSATE
CAN CONNECT TO TRAP AND COMPONENTS PER DETAIL THEN ROUTE TO EXISTING CONDENSATE PUMP AS SHOWN ON PLAN. RE-LOCATE DUCTWORK TO ACCOMODATE NEW SUPPLY DUCT RISER CONDENSATE DRAIN FROM FCU
SHALL BE PIPED TO NEAREST FLOOR DRAIN AND TERMINATED ABOVE WITH INDIRECT CONNECTION. 2 1 2 3 222 (XM) P-1A (XM) P-1 (XM) HW RADIATION HX (XM) HW RADIATION HX (XM) PFHX-1 (XM)ET-2 (XM)ET-2
(XM)P-3 (XM)ET-3 (XM)P-4 (XM)GLYCOL FEED ASSEMBLY (XM)DUPLEX BASKET STRAINER (XM)AS (XM)AS (XM)HX-4 (XM)HX-3 (XM)P-2 (XM)CHEM BYPASS FEEDER TANK (XM)AERCO DWH (XM)ET-1 (XM)AS (XM) BMS
AIR COMPRESSOR (XM) HW PUMP MECHANICAL B00UA Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B00UB Room B00UC 2 1/2" HWS 2 1/2" HWR Room B00UB Room B00UC
(XM)2" PHWS/R (XM)6" SCHWS/R (XM)3" PHWS/R (XM)5" CBS/R (XM)3" SCHWS/R (XM)CHWS/R TO/FROM CAMPUS LOOP (XM)LPS BLOW OFF (XM)CAMPUS STEAM (XM) HPS (XM)5" LPS (XM)CONDENSATE PUMP FCU 4
2"LPR HX 2 1 AHU A HX 1 HX 3 4" LPS P 3A 4" CHWS 4" CHWR 2" HWS 2" HWR 3" LPC ET 1 GLYCOL FILL STATION CHEMICAL FEEDER P 5 P 6 (XM)10x6 (XM)10x6 (XM)CD(150) (XM)CD(100) (XM)CD(100)
(XM)CD(100) (XM)VSV-B78 (XM)12x10 SA 12"x14" (XN)VEV-B49 3 48"x38" (XM)14x12EA 4 4 3 M3.10 2 1/2" GS 2 1/2" GR 4" CHWS 4" CHWR 1" CHWR 1" CHWS S 1 RHW 1 GW 1 PUMP VFDS AIR SEPARATOR
NEW CONTROL PANEL 1" CHWS 1" CHWR D SFD SCOPE OF WORK 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/4" = 1'-0" M2.00 29313.00 11/30/18 HVAC - LEVEL 0 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DocuSign Envelope ID: 934A8599-03FD-4A73-BE43
-DDC4ED06E6FA 12/18/2018 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP
170B LAB WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room
165 Room 100UA Room 100JA Room 100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167 GENERAL NOTES: 1. PORTIONS OF EXISTING HVAC DUCTWORK AND PIPING WILL NEED TO BE
REMOVED AND REPLACED TO ACCOMODATE PLUMBING DRAINAGE PIPING. COORDINATE EXISTING CONDITIONS WITH NEW PLUMBING ROUTING. 2 1/2" GR 2 1/2" GR S 1 GW 1 RHW 1 GW 1 SCOPE OF WORK Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M2.10 29313.00 11/30/18
HVAC - LEVEL 1 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1
5.1 KEY NOTES: EXISITING CHILLED BEAMS TO BE RELOCATED TO WRITE-UP SPACE. REFERENCE DEMO DWGS M2.20 &M2.30 FOR EXISTING LOCATION. REFER TO SCHEDULES FOR BALANCING INFORMATION. ALL EXPOSED
DUCT MAINS ARE TO BE ROUND OR OVAL DOUBLE WALL CONSTRUCTION. 8" ROUND DUCT DROP FOR 100CFM SNORKEL POINT EXHAUST. 12" ROUND EXHUAST DUCT DROP FOR CONNECTION TO 6' FUME HOOD. 8"x4" DUCT
DROP DOWN TO G1 100CFM EXHUAST GRILLE. BOTTOM OF GRILLE SHALL BE 6" AFF. 4" ROUND DUCT DROP FOR 50 CFM VACUUM EXHUAST. REFER TO DETAIL FOR ADDITIONAL REQUIREMENTS. 4" ROUND DUCT DROP
FOR 100 CFM VACUUM EXHUAST. REFER TO DETAIL FOR ADDITIONAL REQUIREMENTS. RE-CONNECT EXISTING SUPPLY DUCTWORK DROPPING DOWN FROM 2ND FLOOR TO 1ST FLOOR USING NEW ROUTING SHOWN. REFER
TO SECTION FOR DETAILS. RE-BALANCE EXISTING SUPPLY DIFFUSERS ON THIS DUCT RUN TO EXISTING PRE-BALANCE VALUES AND RE-PROGRAM VSV-244 TO OPERATE AT 370CFM MAX 290CFM MIN 1 46"x22" 26"ø26"ø
5 M3.10 (XM)16x18 GEN EXH (XM)10x10 CB SUP (XM)26x20 SA (5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (3' - 4") RCP 1.1
(5' - 6") RCP 1.1 (5' - 6") RCP 1.1 (5' - 6") RCP 1.1 (5' - 6") RCP 1.1 (3' - 4") RCP 1.1 (5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (XM)4"DN/3"UP CBS&R FCU 2 FCU 2 (XR)CB
265A-2 (XR)CB 265A-1 (XR)CB 278-1 (XR)CB 278-2 (XR)CB 265-1 (XR)CB 265-2 (XR)CB 258-1 (XR)CB 265-3 1 1/2" HWR 1 1/2" HWS (17' - 1") RCP 1.1 (5' - 6") RCP 1.1 ? ? ? TISSUE CULTURE (MAMMALIAN)
276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP 260 OPEN RESEARCH LAB 276 ? ? ? ? ? ? iCVD ROOM 276D Room 200SD Room 255A Room 252 Room 254 Room 256 Room 267 CO2 CLOSET
200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC ? ? ? EV 2.5 EV 2.2 EV 2.4 EV 2.6 EV 2.7 EV 2.8 EV 2.9 EV 2.10 EV 2.13 EV 2.12 EV 2.15 SV 2.2 SV 2.1 SV 2.4 SV 2.5 SV
2.8 SV 2.7 SV 2.10 24"x28" 30"x20" 28"x22" 24"x26" 28"ø 26"/18" 32"/18" 14"ø 14"ø 10"x10" 8"ø 10"x10" 14"ø 12"ø 10"ø 14"ø 10"ø 30"ø 12"ø 16"x12" 26"ø T T T T T T T 2 22 2 2 2 3 3 3
4 4 4 4 4 4 44 1 1 1 1 1 1 1 1 26"/18" 30"x32" 30"x20" EV 2.16 (XM)22x20 SA 1 1/2" HWS 1 1/2" HWR 1 1/2" PHWS 1 1/2" PHWR A3(475) A3(515) A3(515) A3(510)A3(510) A3(575) A3(575) A3(575)A3(575)
A3(590) A3(590) A3(590) A3(590) B2 (2000) B2 (2000)B1 (1000) E2(900) C2(230) C2(215) E2(900) EV 2.1 EV 2.3 EV 2.11 EV 2.14 EV 2.17 SV 2.3 SV 2.6 SV 2.9 D1(950)D1(950) C5(950) C5(1065)
FD FD (XM)VSV-200CA-2 14"ø 20"x14" 14"ø 18"ø 12"ø 16"ø 14"ø 12"ø 10"ø 12"ø 26"/18" 16"x16" 30"x30" 12"ø 26"x16" 1 1/2" PHWS 1 1/2" PHWR 1" PHWR 1" PHWS 1 1/2" CBWR 1 1/2" CBWS 3/4"
CBWR 3/4" CBWS 1" HWS 1" HWR 16"ø P P 13' - 6" F1 (100) 0.5 (XN)VSV-274 190/190 45 5 5 11' - 6"5' - 0" 1" HWR 1" HWS 4 12"ø 3/4" PHWR 3/4" PHWS 6 7 6 7 (XM)PASSIVE CHILLED BEAM (TYP)
0.5 (XM)VSV-265 225/225 50 (XM)CHILLED BEAM RE-BALANCE TO 85 CFM (TYP. 4) (XM)EG(125) (XM)16x8 EA (XM)3/4" CBS/R (XM)10x10 SA (XM)EG (XM)CHILLED BEAM (TYP) (XM)CHILLED BEAM (TYP) (XM)CD(60)
C6(100) (XM)3"CBS (XM)3"CBR 4 M3.10 32"/18" SFD SFD E 1 S 1 GW 1 RHW 1 8 8 8 8 (XM)SUPPLY DIFFUSER (TYP) 9 9 9 9 (XM)CD(60)(XM)CD(60) 9 SCOPE OF WORK C6(100) GENERAL NOTES: 1. DUCTWORK
AND PIPING SUPPORT IN THE OPEN LABS SHALL BE COORDINATED WITH THE COMMON SUPPORT SYSTEM. REFER TO ARCHITECT PLANS FOR DETAILS. KEY NOTES (CONTINUED): RADIANT PANEL HEIGHT SHALL MATCH
HEIGHT OF ADJACENT UTILITY SUPPORT SYSTEM. RADIANT PANEL SHALL BE INSTALLED AT THE TOP OF THE WINDOW, RIGHT BELOW THE HEADER. 10 11 3 11 3 11 3 11 3 11 3 11 3 10 3 10 3 10 3 10 3 10
3 10 3 10 3 10 3 11 3 11 3 11 3 11 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
1/4" = 1'-0" M2.20 29313.00 11/30/18 HVAC - LEVEL 2 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B
8831B044F5 1/4/2019 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 E 1 S 1 E 2 KEY NOTES: EXISITING CHILLED BEAMS TO BE RELOCATED TO WRITE-UP SPACE. REFERENCE DEMO DWGS M1.20 & M1.30
FOR EXISTING LOCATION. REFER TO SCHEDULES FOR BALANCING INFORMATION. ALL EXPOSED DUCT MAINS ARE TO BE ROUND OR OVAL DOUBLE WALL CONSTRUCTION. RELOCATE EXISTING SUPPLY AND RETURN CLASSROOM
DUCTWORK THAT CURRENTLY RUNS THROUGH PHASE 1 SPACES. RELOCATED DUCTWORK SHOWN BELOW, COORDINATE SHUTDOWN WITH OWNER. 12" ROUND EXHUAST DUCT DROP FOR CONNECTION TO 6' FUME HOOD. 12"
ROUND EXHUAST DUCT DROP FOR CONNECTION TO 4' FUME HOOD. INSTALL FIRESTOP AT ALL EXISTING HAVC PIPING FLOOR PENETRATIONS. 3RD FLOOR SLAB WILL BECOME 1-HR RATED IN FUTURE CONSTRUCTION
PHASE. 10" ROUND EXHAUST DUCT DROP FOR 340CFM VENTILATED ENCLOSURE. 8" ROUND EXHAUST DUCT DROP FOR CONNECTION TO GAS CABINET (200 CFM). RECONNECT ALL EXISTING CHILLED BEAM BRANCH PIPING
TO RELOCATED MAIN. EXISTING VALVES AND PIPING ACCESSORIES SHALL REMAIN. RE-BALANCE EXISTING SUPPLY DIFFUSERS ON THIS DUCT RUN TO PRE-BALANCE READINGS AND RE-PROGRAM CSV-352 TO OPERATE
AT 1,730 CFM (100 CFM HIGHER THAN RECORD SCHEDULE) 1 2 3 SFD (14' - 4") RCP 1.1 (15' - 2") RCP 1.1 (6' - 9") RCP 1.1 (7' - 5") RCP 1.1 (7' - 1") RCP 1.1 (18' - 6") RCP 1.1 (6' - 5")
RCP 1.1 (XM)3" CBS&R DN FCU 3 (XR)CB 362-2 4 1 RESEARCH LAB 367 LIGHT SCATTERING 367B ? ? ? SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2
367C FLUORESCENCE MICROSCOPE 367A ? ? ? STAIRS 300SA Room 352 Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 (17' - 1") RCP 1.1
(17' - 1") RCP 1.1 (7' - 3") RCP 1.1 (11' - 8") RCP 1.1 EV 3.4 EV 3.3 EV 3.2 EV 3.8 EV 3.9 EV 3.10 EV 3.13 EV 3.14 SV 3.1 SV 3.2 SV 3.3 SV 3.9 SV 3.8 28"ø 22"ø 12"ø 24"x20" 10"ø 10"ø
14"x32" 24"x20" 36"x20" 18"ø 12"ø 42"x24" 20"x24" 24"ø 10"x10" 18"x10" 12"x15" T T T T T 2 2 2 2 3 3 3 3 3 3 5 6 4 4 4 4 5 36"x20" 30"ø 24"x20" GENERAL NOTES: 1. DUCTWORK AND PIPING
SUPPORT IN THE OPEN LABS SHALL BE COORDINATED WITH THE COMMON SUPPORT SYSTEM. REFER TO ARCHITECT PLANS FOR DETAILS. 36"x20" EV 3.1 EV 3.11 EV 3.12 SV 3.4 SV 3.5 SV 3.7 SV 3.6 A2(310)
A2(270) C2(410) C3(370) FD FD 8"ø C5(1150) A3(580)A3(580) C4(950) B2 (1500) B2 (1500) B2 (1000) C5(1150) A3(580) E4(1350)A3(610) A3(610) A3(610) EV 3.7 EV 3.15 EV 3.16 P P 13' - 6"
14' - 6" 7' - 6" (XM)PASSIVE CHILLED BEAM (TYP) (XM)FD 7 6 6 T 16"ø 14"ø (XM)FD FD 48"x24" 42"x24" 1 (XM)CB-360-2 12"x8" WMS AT TRANSFER DUCT PENETRATION ABOVE CEILING (TYP.) WMS AT
TRANSFER DUCT PENETRATION ABOVE CEILING C3 (-) FD 12"x8" F2(220) 3" CBWS 3" CBWR 1 1/2" PHWS 1 1/2" PHWR 12"ø 1 1/2" HWR 1 1/2" HWS 1" HWR 1" HWS 10"ø 1" PHWS F1(60) F1(60) F1(60) F1(60)
8 7 7 8 9 99 9 99999 GW 1 RHW 1 1 1/2" HWR 1 1/2" HWS 1 1/2" PHWS 1 1/2" PHWR FD 42"x24" 42"x18" (XM)FD 12"x12" (XR)CB 360-1 (XR)CB 361-1 (XR)CB 375-1 (XR)CB 375-2 (XR)CB 377-1 (XR)CB
362-1 F2(305) 10 10 T FD 1 (XN)VSV-365G 305/305 50 PROVIDE 12" ROUND DUCT DROP CAP FOR FUTURE FUME HOOD CONNECTION SCOPE OF WORK FCU 5 A1(100) FD 10"x10" 18"ø 18"ø 18"ø KEY NOTES (CONTINUED):
RADIANT PANEL HEIGHT SHALL MATCH HEIGHT OF ADJACENT UTILITY SUPPORT SYSTEM. RADIANT PANEL SHALL BE INSTALLED AT THE TOP OF THE WINDOW, RIGHT BELOW THE HEADER. RADIANT PANEL SHALL BE
INSTALLED IN THE CEILING ABOVE THE WINDOW. 11 12 3 11 3 11 3 11 3 11 3 13 3 13 3 13 3 13 3 12 3 12 3 123 13 (8' - 8") RCP 1.1 12 3 Architect Payette Associates Architects, P.C. 290
Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer
SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M2.30 29313.00 11/30/18 HVAC - LEVEL 3 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR
CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 E 2 NEW STRUCTURE
TO SUPPORT AND SCREEN EXHAUST SYSTEM. REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR DETAILS. (XM)AHU SERVING 2ND FLOOR AUDITORIUM EF A.2 EF A.1 Room 400UC Room 400SA 30"x68" 32"x30"
SATT EXH-2 SATT EXH-1 30"x28" 1 M3.10 2 M3.10 (XM) SUPPLY FAN VFD (XM) RETURN VFD (XM) TEMPERATURE CONTROL PANEL (XM) ELECTRICAL POWER PANEL COORDINATE PLATFORM OVER DUCTWORK WITH STRUCTURAL
TO ALLOW ACCESS TO NORTH SIDE OF EXHAUST FANS. (XM) 48x18 RA DN (XM) 48x24 SA DN 2 1/2" GR 2 1/2" GR 2 1/2" GR 2 1/2" GR E 1 GW 1 EXHAUST FAN VFDS NEW CONTROL PANEL (XM) BASEMENT CHEMICAL
STORAGE EXHAUST FANS (XM) BASEMENT CHEMICAL STORAGE DUCT DN Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000
Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/4" = 1'-0" M2.40 29313.00 11/30/18 HVAC - LEVEL 4 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018 LEVEL 4 42' - 0" LEVEL 5 54' - 0" LEVEL 6 64' - 0" SU S1 EF A.2 EXISTING PENTHOUSE 30"x68" ENERGY RECOVERY COIL LEVEL 4 42' - 0" LEVEL 5 54' - 0" 28"x30" SATT EXH-1 68"x30"
60"x30" 30"x30" LEVEL 0 -12' - 0" 21 3 30"x180" AHU A 48"x38" 4" CHWS 4" CHWR 2 1/2" GS 55"x204" 213"x54" 60% FREE AREA LOUVER POS LEVEL 2 14' - 0" LEVEL 3 28' - 0" RSU S1 R1 18"/32"
1 1/2" HWS 1 1/2" HWR 1 1/2" PHWS 1 1/2" PHWR 30"x24" 18"ø 48"x38" (XM)20x20 SA 16"x26" 1 1/2" PHWS 30"x32" S 1 E 1 (XM)SA DN TO 1ST FLOOR 21 1 1/2" HWS 1 1/2" HWR 1 1/2" PHWS 1 1/2"
PHWR 1" PHWR 1" PHWS 26"/18" 12"x24" 1" HWR 1" HWS SV 2.7 16"x26" SATT-SV8 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel:
617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M3.10 29313.00 11/30/18 HVAC - SECTIONS 1/4" = 1'-0" 1 EXHAUST FAN SECTION 1/4" = 1'-0" 2 ROOF EXHAUST DUCT SECTION
1/4" = 1'-0" 3 AHU-A SECTION 1/4" = 1'-0" 4 2ND FLOOR SHAFT SECTION 1/4" = 1'-0" 5 2ND FLOOR LAB SUPPLY VALVE SECTION # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign
Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 P200-ECMiP200-ECMiP200-ECMiP200-ECMi R S R S R S R S 121 117 ID 246 78 SCALE: 1/2" = 1'-0" AHU-A 2 SCALE: 1/2" = 1'-0"
EF-A.1 & EF-A.2 1 264 154 84 30 EP1 48 38 A B C D E F PRE-FILTER & FINAL FILTER KEYNOTES: SUPPLY AIR OUTLET/DAMPER GLYCOL ENERGY RECOVERY/PREHEAT COIL CHILLED WATER COOLING COIL SUPPLY
FAN ARRAY WITH ACOUSTICAL LINING & MYLAR FILM OUTSIDE AIR INTAKE/DAMPER A B C D E MIXED FLOW FAN WITH MOTOR OUT OF AIRSTREAM KEYNOTES: GUY WIRES - COORDINATE WITH STRUCTURAL ENERGY
RECOVERY COIL INTEGRAL ROOF CURB ATTENUATING DISCHARGE NOZZLE A B C D E F F SIDE DUCT INLET A D B E H G G ATTENUATING BYPASS DAMPER A B E H C F H PRE-FILTER RACK A B C D E F Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M5.10 29313.00 11/30/18 HVAC - DETAILS
# DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 SCALE: 1 2 3 4 5 6 7 8 9 10 100 90 80 70 60 50 40 30 20 1
20 30 40 50 60 70 80 90 100 10 9 8 7 6 5 4 3 2 1 NO. 1 OF 3 NO. 2 OF 3 NO. 3 OF 3 NO. 2 OF 2 NO. 1 OF 2 NO. 1 OF 1 OUTSIDE RADIUS IN INCHES INSIDE RADIUS OF ELBOW IN INCHES NUMBER OF
SPLITTERS SCALE: SCALE: SCALE: SCALE: NO & SPACING OF DUCT SPLITTER VANES 2 NTS SCALE: SCALE: SCALE: h = DUCT HEIGHT w = DUCT WIDTH h w NO. OF VANES EQUIVALENT DIAMETER = (w+h)/2 1
2 3 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WITHIN 2 EQUIV. DIA.: WHEN 2 ELBOWS ARE NO. OF VANES DEPICTED HERE: EXAMPLE AT LEFT IS OF 3 VANES. NO. 2 VANE OF
A TOTAL "NO. 2 OF 3" = OF 3 VANES. NO. 1 VANE OF A TOTAL "NO. 1 OF 3" = TERMINOLOGY: = INSIDE RADIUS = CENTERLINE RADIUS R r rR r/w = 0.5 IS A SQUARE THROAT ELBOW! . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . 3 2 1 0 FOR 1 ELBOW: r/w >= 1.50 1.5 > r/w >= 0.70 0.7 > r/w >= 0.60 0.6 > r/w >= 0.55 HOWEVER, MINIMUM INSIDE RADIUS R SHOULD BE
2". NOTE: r/w RATIO: RADIUS ELBOW AND SPLITTER VANE REQUIREMENTS R=20" R=2" R=4-1/4" R=9-1/4" D = DUCT DIAMETER = INSIDE BEND RADIUS = CENTERLINE BEND RADIUS R rRr D D D SUPPLY OR EXHAUST
VENTURI VALVE INSTALLATION DETAIL 8 NTS FLANGE CONNECTION FOR EASY REMOVAL. SLIP CONNECTION ALLOWED IF DUCTWORK IS TRANSLATABLE TO ALLOW FOR REMOVAL DUCT SS SHEETMETAL SCREWS (4 PER
CONNECTION) SUPPORT VALVE INDEPENDENTLY SEAL AIR TIGHT CLEANOUT & INSPECTION TEE SECTION: REFER TO DETAIL 4" MAX AIR EXHAUST VALVE SEAL AIR TIGHT (REFER TO SPECS) AIR FLOW NOTES: 1.
WHERE DUCT SIZES ARE NOT INDICATED ON PLANS, SELECT SIZE FROM TABLE BASED ON THE CFM REQUIRED; SIZES BASED ON MAXIMUM STATIC PRESSURE DROP OF 0.05 INCHES PER 100 FEET OF DUCT. EQUIVALENT
RECTANGULAR DUCT SIZE (IN) DUCT ARRANGEMENT 60 75 110 160 220 300 380 500 600 700 850 1000 1400 1800 2100 2500 3000 26 24 22 20 18 16 16 14 14 14 12 10 10 8 8 6 6 4x8 4x8 4x12 6x10
6x12 6x16 6x18 6x24 8x20 8x22 8x26 8x30 10x30 10x38 12x34 12x42 12x50 14x42 14x36 14x28 12x30 12x24 10x22 10x20 10x18 10x16 8x16 8x14 8x12 8x10 8x8 6x8 6x6 18x32 18x26 18x22 16x22 16x18
14x16 14x14 16x36 16x30 16x24 14x26 14x20 12x18 12x16 12x14 12x12 10x14 10x10 10x10 AIR INLET WITH FLOW SENSOR (TYP) NOTES: 1. CONNECTIONS APPLY TO ALL TERMINAL BOXES INCLUDING THOSE
WITHOUT REHEAT COILS OR WITHOUT SOUND ATTENUATORS. REFER TO PLANS AND SCHEDULES FOR REHEAT COIL AND SOUND ATTENUATOR REQUIREMENTS. 2. PROVIDE RECTANGULAR OR ROUND TO OVAL TRANSITIONS
WHEN BOX INLET IS OVAL. 3. FOR CONTROLLERS WITH INSULATED ELECTRICAL CONNECTORS (NO EXPOSED LIVE PARTS), ACCESS DEPTH SHALL BE 24 INCHES MINIMUM. FOR CONTROLLERS WITH EXPOSED CONNECTORS/TERMINAL
STRIPS, ACCESS DEPTH SHALL BE 36 INCHES MINIMUM PER THE NEC. WIDTH OF ACCESS ZONE SHALL MATCH WIDTH OF CONTROLLER PANEL COVER OR 24 INCH MINIMUM. CONNECTION TO MAIN DUCT AS INDICATED
IN ABOVE DETAIL RECTANGULAR MAIN SUPPLY OR BRANCH: TAPERED 45° ANGLE CONNECTION, L = MAX 0.25 x W OR 4" MINIMUM; FOR ROUND MAIN SUPPLY OR BRANCH: CONICAL OR BELLMOUTH TAKEOFF (TYPICAL)
TERMINAL BOX INLET SIZE (INCHES) RUNOUT DUCT RUNOUT DUCT SIZE BOX TO MAIN DISTANCE LESS THAN 10 FEET ROUND DIAMETER (INCHES) RUNOUT DUCT RUNOUT DUCT SIZE - BOX TO MAIN DISTANCE GREATER
THAN 10 FEET (INCHES) RUNOUT DUCT SIZING SCHEDULE UNLESS LARGER SIZE INDICATED ON PLANS NTS 5 SUPPLY AIR TERMINAL BOX AND VALVE - DUCT CONNECTIONS 15 DEG MAX DUCT TRANSITION (TYP) ACTUATOR
AND CONTROLLER (TYPICAL) SUPPLY AIR MAIN SERVICE SPACE. DO NOT BLOCK WITH PIPING, CONDUIT, EQUIPMENT OR WALLS (TYPICAL) - SEE NOTES FOR CLEARANCES REQUIRED. SUPPLY AIR TERMINAL BOX
OR VALVE SUPPLY AIR TERMINAL BOX OR VALVE REHEAT COIL INLET ACCESS DOOR IN BOTTOM OF DUCT. TERMINAL BOX MANUFACTURER OPTIONAL ACCESS DOOR IN HOUSING IS ACCEPTABLE IN LIEU OF DUCT ACCESS
DOOR (TYP) FOR REHEAT COILS MOUNTED IMMEDIATELY ADJACENT TO BOX (TYPICAL). PROVIDE AIRFLOW SENSOR AT AIR INLET (TYP) NOTES: 1. DUCT AND SOUND ATTENUATOR SIZE SHALL BE AS INDICATED ON
DRAWINGS AND SCHEDULES. TRANSITION AFTER SATT TO SIZE MATCHING BOX INLET SIZE. 2. DUCT CONNECTION REQUIREMENTS INDICATED APPLY TO ALL TERMINAL BOXES INCLUDING THOSE WITHOUT SOUND ATTENUATORS.
REFER TO PLANS AND SCHEDULES FOR SOUND ATTENUATOR REQUIREMENTS. 3. PROVIDE RECTANGULAR OR ROUND TO OVAL TRANSITIONS WHEN BOX INLET IS OVAL. 4. FOR CONTROLLERS WITH INSULATED ELECTRICAL
CONNECTORS (NO EXPOSED LIVE PARTS), ACCESS DEPTH SHALL BE 24 INCHES MINIMUM. FOR CONTROLLERS WITH EXPOSED CONNECTORS/TERMINAL STRIPS, ACCESS DEPTH SHALL BE 36 INCHES MINIMUM PER THE
NEC. WIDTH OF ACCESS ZONE SHALL MATCH WIDTH OF CONTROLLER PANEL COVER OR 24 INCH MINIMUM. RECTANGULAR MAIN SUPPLY OR BRANCH: TAPERED 45° ANGLE CONNECTION, L = MAX 0.25 x W OR 4" MINIMUM;
FOR ROUND MAIN SUPPLY OR BRANCH: CONICAL OR BELLMOUTH TAKEOFF (TYPICAL) INLET DUCT (TYP) 15 DEG MAX DUCT TRANSITION (TYP) ACTUATOR AND CONTROLLER (TYPICAL) EXHAUST OR RETURN AIR MAIN
EXHAUST OR RETURN AIR TERMINAL BOX OR VALVE EXHAUST OR RETURN AIR TERMINAL BOX OR VALVE EXHAUST OR RETURN FROM SPACE OR EQUIPMENT EXHAUST OR RETURN FROM SPACE OR EQUIPMENT SERVICE SPACE.
DO NOT BLOCK WITH PIPING, CONDUIT, EQUIPMENT OR WALLS (TYPICAL) - SEE NOTES FOR CLEARANCES REQUIRED. WxH FOR RECT CONCENTRIC TRANSITIONS (TYPICAL) 1.5 D 3D TRANSITION (TYP) SOUND ATTENUATOR
SUPPLY TO SPACE SUPPLY TO SPACE SOUND ATTENUATOR REHEAT COIL (TYP) R=D 1.5 D WxH ROUND DIAMETER 4 5 6 8 10 12 14 16 18 4 5 6 8 10 12 14 16 18 6x6 8x6 8x8 10X10 14X10 14X12 16X14 18X16
20X18 20 18 16 14 12 10 8 7 6 L TRANSITION (TYP) 1.5 D R=D 1.5 D SOUND ATTENUATOR TRANSITION L SOUND ATTENUATOR 3D D DISCHARGE DUCT WxH FOR RECT DISCHARGE DUCT WxH FOR RECT D AIRFLOW
MAX (CFM) ROUND DUCT SIZE (IN) RECTANGULAR DUCT WHEN HEIGHT DOES NOT ALLOW FLEX CONN, HARD-DUCT BUT BE SURE BRANCH IS 4" WIDER THAN COLLAR TO ALLOW ALIGNMENT OF TERMINAL WITHIN GRID
WITHOUT FISHMOUTHING. FLEX CONN. REFER TO SPECS FOR INSULATED TYPE DIFFUSER REGISTER (TYP.) MAX. OFFSET = D/8" NOTES: 1. DETAIL ALLOWS DUCTWORK TO BE INSTALLED BEFORE CEILING GRID
THEN ALLOWS DIFFUSERS AND REGISTERS TO BE POSITIONED INTO GRID. 2. PROVIDE INSULATED TRANSITION ROUND TO SQUARE INLET DIFFUSERS. 7. SECURE FLEXIBLE DUCT TO METAL DUCT WITH (2) STAINLESS
STEEL CLAMPS OR NYLON TY-WRAPS TO INDIVIDUALLY SECURE FLEXIBLE DUCT INNER SLEEVE AND OUTER SLEEVE. WHEN INSTALLED ON INSULATED SYSTEM SEAL INSULATION JOINT WITH VAPOR BARRIER MASTIC.
PROVIDE NYLON TY-WRAP TOOL OR REUSABLE SS DRAW BANDS. 8. PROVIDE DUCT MOUNTED VOLUME DAMPER. AVOID NECK DAMPERS. 9. FLEXIBLE DUCTS SHALL BEND IN ONE DIRECTION ONLY WITH A MAXIMUM CHANGE
IN DIFFERENCE OF 90 DEGREES. 10. UNLESS SHOWN OTHERWISE FLEXIBLE DUCT SIZE AND COLLAR OF TAP OFF SHALL BE SAME SIZE AS DIFFUSER NECK. 11. IF RUN-OUT LENGTH REQUIRES SEGMENT OF HARD
DUCT, SIZE SHALL BE SAME AS DIFFUSER NECK. RUN-OUT TO DIFFUSER SHALL BE AS STRAIGHT AS POSSIBLE. 12. CENTERLINE RADIUS r OF FLEXIBLE DUCT BEND SHALL BE MINIMUM 1.5 DUCT DIAMETERS r
>= 1.5 x D 13. LENGTH OF FLEX DUCT SHALL NOT EXCEED 6'-0" AS RECOMMENDED IN THE 2017 ASHRAE FUNDAMENTALS HANDBOOK. FLEX DUCT SHALL NOT HAVE MORE THAN 1/2" SAG PER FOOT. NTS 3 DIFFUSER/REGISTER
DUCTWORK CONNECTIONS SUPPORT ELBOW WITH TIE SCREW AND CLAMP (TYPICAL) AIR DEVICE NECK AIR DEVICE SIZE AS NOTED ON PLANS PROVIDE DURABLE ELBOW SUPPORT DRAW BANDS SNUG WITHOUT CRUSHING
FLEXIBLE DUCT FLEXIBLE DUCT 3D PREFERRED 1D MINIMUM PROVIDE EQUALIZING GRID IF LESS THAN 3D RETURN/EXHAUST AIR SUPPLY AIR BRANCH DUCT L W VD TAPERED CONNECTION 45° ANGLE(IF MAIN DUCT
IS RECTANGULAR) OR CONICAL CONNECTION (IF MAIN DUCT IS ROUND) L=1/4 W; 4"MIN MAIN DUCT A SUPPLY OR EXHAUST VENTURI VALVE CLEANOUT & INSPECTION DETAIL 7 NTS PVC THREADED CLEANOUT FLANGE
CONNECTION EXHAUST DUCT2dFLANGE AIR FLOWd SECTION A LOW PRESSURE DUCT SIZING TABLE 1 NTS NTS 4 EXHAUST AND RETURN AIR TERMINAL BOX AND VALVE - DUCT CONNECTIONS LOW PRESSURE BRANCH TAKE-OFFS
6 NTS Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M5.20 29313.00 11/30/18
HVAC - DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 SCALE: SCALE:SCALE: MV SCALE: SCALE: SCALE:SCALE:
SCALE:SCALE: MV PT PT MAV MAV TAV VB MAV MAV MAV NOTE 7 SEE NOTE 8 DOV PT PT FZ CO PT DOV MAV FZ (TYP) DRAIN NEAREST TO EXTEND DRAIN LINES INDEPENDENT SEE NOTE 6 (TYP) (TYP) SEE NOTE
5 NOTES: DRAIN VALVES AT LOW POINTS OF ALL COIL HEADERS SAME SIZE AS COIL-OUTLET SIZES BUT NOT LESS THAN 3/8". AIR FLOW REDUCE AS NEEDED (TYP) WATER COIL SUPPLY 6" DIRT POCKET FULL
SIZE OF HEADER DRAIN PAN(S) PIPING (COOLING ONLY) 1&1/4 0-14 1&1/2 14-21 2 21-40 2&1/2 40-65 3
65-115 4 115-240 RUNOUT SIZING SIZE (IN) FLOW (GPM) RETURN SEE NOTE 4 CO CO TRAP SEAL REFER TO DRAINPAN WATER SEAL DETAIL (TYP) TO ADD'L COILS W/HB DOV
RETURN SUPPLY NOTE 1FZ NOTES: 1. FOR WATER COILS ONLY (NOT GLYCOL) THAT ARE SUBJECT TO FREEZING, PROVIDE IMMERSION AQUASTAT WELL. FREEZESTAT, FZ (AN AQUASTAT) SHALL INITIATE AN ALARM
WHEN IT SENSES BELOW 38°F. (CIRCUITING IN SOME COILS CAN ALLOW WATER TO FREEZE IN COIL EVEN THOUGH THE LEAVING AIR TEMPERATURE IS ABOVE FREEZING.) 2. THIS DETAIL APPLIES TO HOT WATER
REHEAT COILS AND FAN COIL UNITS. PT PT DOV W/HB RELIEF F & T DRAIN TO INDIRECT LINE-SIZE 6" DIRT POCKET 18" MIN HWR HWS STEAM SUPPLY MAIN COND RETURN MAIN TO INDIRECT DRAIN DOV DOV
1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH. 2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO FACILITATE COIL REMOVAL. PROVIDE REDUCERS AS REQUIRED. 3. PROVIDE SIMILAR
PIPING ARRANGEMENTS ON EACH SIDE FOR TWO-SECTION-WIDE COIL ASSEMBLY. 4. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE BALL VALVES WITH UNIONS FOR ISOLATION. 5. FOR SUPPLY AND RETURN
PIPES LARGER THAN 2" USE BUTTERFLY VALVES WITH FLANGES FOR ISOLATION. 6. REFER TO SPECIFICATIONS FOR DRAIN PAN REQUIREMENTS. 7. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL SCALE = 150%
OF MAX PRESSURE OF PUMP. MANIFOLD PIPING SHALL BE 1/2". 8. FOR WATER COILS ONLY (NOT GLYCOL) THAT ARE SUBJECT TO FREEZING. PROVIDE IMMERSION AQUASTAT WELL. FREEZESTAT, FZ (AN AQUASTAT)
SHALL INITIATE AN ALARM WHEN IT SENSES BELOW 38°F. (CIRCUITING IN SOME COILS CAN ALLOW WATER TO FREEZE IN COIL EVEN THOUGH THE LEAVING AIR TEMPERATURE IS ABOVE FREEZING. STRAINER
BLOWDOWN WITH BRASS HOSE CONNECTION, CAP WITH CHAIN. THERMOWELL PTPT PT PT PT MAV MAV MAV NOTE 6 DOV PT PT PT DOV MAV (TYP) SEE NOTE 5 NOTES: DRAIN VALVES AT LOW POINTS OF ALL COIL
HEADERS SAME SIZE AS COIL-OUTLET SIZES BUT NOT LESS THAN 3/8". AIR FLOW REDUCE AS NEEDED (TYP) WATER COIL SUPPLY 6" DIRT POCKET FULL SIZE OF HEADER 1&1/4 0-14 1&1/2
14-21 2 21-40 2&1/2 40-65 3 65-115 4 115-240 RUNOUT SIZING SIZE (IN) FLOW (GPM)
RETURN SEE NOTE 4 TO ADD'L COILS DOV DOV 1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH. 2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO FACILITATE COIL REMOVAL. PROVIDE
REDUCERS AS REQUIRED. 3. PROVIDE SIMILAR PIPING ARRANGEMENTS ON EACH SIDE FOR TWO-SECTION-WIDE COIL ASSEMBLY. 4. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE BALL VALVES WITH UNIONS
FOR ISOLATION. 5. FOR SUPPLY AND RETURN PIPES LARGER THEN 2" USE BUTTERFLY VALVES WITH FLANGES FOR ISOLATION. 6. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL SCALE = 150% OF MAX PRESSURE
OF PUMP. MANIFOLD PIPING SHALL BE 1/2". MAV MAV MAV NOTE 6 DOV PT PT PT DOV MAV (TYP) SEE NOTE 5 NOTES: DRAIN VALVES AT LOW POINTS OF ALL COIL HEADERS SAME SIZE AS COIL-OUTLET SIZES
BUT NOT LESS THAN 3/8". AIR FLOW REDUCE AS NEEDED (TYP) WATER COIL SUPPLY 6" DIRT POCKET FULL SIZE OF HEADER 1&1/4 0-14 1&1/2 14-21 2
21-40 2&1/2 40-65 3 65-115 4 115-240 RUNOUT SIZING SIZE (IN) FLOW (GPM) RETURN SEE NOTE 4 TO ADD'L COILS DOV DOV
1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH. 2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO FACILITATE COIL REMOVAL. PROVIDE REDUCERS AS REQUIRED. 3. PROVIDE SIMILAR
PIPING ARRANGEMENTS ON EACH SIDE FOR TWO-SECTION-WIDE COIL ASSEMBLY. 4. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE BALL VALVES WITH UNIONS FOR ISOLATION. 5. FOR SUPPLY AND RETURN
PIPES LARGER THEN 2" USE BUTTERFLY VALVES WITH FLANGES FOR ISOLATION. 6. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL SCALE = 150% OF MAX PRESSURE OF PUMP. MANIFOLD PIPING SHALL BE
1/2". CO (TYP) DRAIN NEAREST TO EXTEND DRAIN LINES INDEPENDENT CO CO TRAP SEAL REFER TO DRAINPAN WATER SEAL DETAIL (TYP) AHU-A CHILLED WATER COIL 5 NTS STEAM TO LIQUID HEAT EXCHANGER;
STEAM FLOW; 15 PSIG OR LESS 9 NONE GLYCOL CHARGING 7 NTS STEAM PIPING DRIP TRAP ASSEMBLY 13 NTS MAKE-UP WATER, DIAPHRAGM EXPANSION TANK & AIR SEPARATOR FOR CLOSED LOOP CHILLED WATER
SYSTEM (EQUAL TO OR LESS THAN 4" SUPPLY)8 NTS AHU-A GLYCOL PREHEAT COIL 4 NTS EXHAUST GLYCOL ENERGY RECOVERY COIL 3 NTS MANUAL AIR VENT ASSEMBLY 12 NTS CHEMICAL FEED (SHOT FEEDER) 11
NTS WATER COIL W/ 2-WAY CONTROL VALVE 1 NTS RADIANT PANEL PIPING DETAIL 2 NTS CHILLED BEAM PIPING DETAIL 6 NTS INLINE PUMP PIPING (EACH PUMP) 10 NTS SCALE: SCALE: SCALE: SCALE: PT PT
PT CHWR CHWS PT AAV COMPRESSION TANK DIAPHRAGM EXPANSION/ FLOOR MOUNTED PUMP SUCTION TO CHILLED WATER 12" VALVES FOR 2" PIPES AND SMALLER (SEE SPECS). AND LARGER; FULL PORT LOCKING
HANDLE BALL 3. PROVIDE BUTTERFLY VALVES FOR 2-1/2" PIPES PREVENT GRAVITY HEATING OF TANK. 2. PROVIDE ANTI-THERMOSYPHON LOOP TO BOTTOM CONNECTION NOT PERMITTED. DEBRIS FROM ENTERING
PIPE TO TANK. TOP OR 1. CONNECT TO SIDE OF MAIN TO PREVENT AIR OR NOTES: SEE NOTE 1 SEE NOTE 2 FLOOR MAKE-UP SIZE (d) TOTAL SYSTEM PUMP FLOW (GPM) UP TO 200 201-500 501-1,200 1,201-3,000
3,001-5,000 5,001-12,000 d (INCHES) 1/2 3/4 1 1 1/4 1 1/2 2 3 5 10 20 30 60 PRV MIN. FLOW (GPM) RETURN WITH HOSE BIBB DRAIN OUT VALVE (TYP) SEE NOTE 3 WATER SYSTEM FROM CHILLED AAV
(LARGE CAPACITY) AIR SEPARATOR 3/8" RELIEF VALVE (TYP.) TO 6" AFF TO 6" AFF OPERATING PRESSURE. 1. ALL PIPING & EQUIPMENT SHALL BE RATED FOR INSTALLED (55 GALLON MINIMUM) FLOW METER.
DISPLACEMENT OUT. POSITIVE OR DIGITAL READRESETTABLE DIAL FM HB MAKE-UP COLD WATER PUMP SUCTION TO MAIN SYSTEM RETURN MAIN SYSTEM PREVENTER BACK-FLOW PREMIX DRUM GLYCOL & WATER FLOOR
NOTES: 3/4" 3. SUBSTITUTE BUTTERFLY VALVES FOR BALL VALVES FOR PIPING GREATER THAN 2". INLINE PUMP HAVE SPRING-ISOLATOR SUPPORTS PUMP & PIPE WITHIN 20' SHALL 2. FOR PUMPS OVER 1 HP:
1. VALVES SHALL BE SAME SIZE AS PIPE, REDUCE AS REQUIRED TO PUMP CONNECTIONS. NOTES: 6" MIN PIPE RISE STEAM TRAP APPLICATIONS APPLICATION TRAP TYPE STEAM LESS THAN OR EQUAL TO 15 PSIG
F&T 1" DRAIN W/ HOSE CONNECT WELDED CAP W/ DRAIN CONNECTION INSTALL STRAINER WITH BLOW DOWN ON SIDE STEAM PIPNG DIRT LEG-FULL LINE SIZE NOT LARGER THAN 6" CONDENSATE RETURN 1" DRAIN
W/ HOSE CONNECT 4 PIPE DIAMETERS (WITH 18"MAX) USE TFE TAPE ON ALL THREADED JOINTS. NOTE: HIGHEST POINT IN SYSTEM REDUCER 1/4" BRASS NIPPLE 1/4" GAGE COCK 1/4" TYPE "L" COPPER TUBE
SHUNT WITH MEMORY STOP BALANCING VALVE SHUT OFF/ RETURN SUPPLY NC 5 GALLON SHOT FEEDER TANK OR OTHER SIZE AS SPECIFIED ASME RATED TO CHILLED OR HOT WATER RETURN 3/4" FROM CHILLED OR
HOT WATER SUPPLY 3/4" HB NOTES: 1. BYPASS PIPING AROUND F&T TRAP LEG SHALL BE SAME SIZE AS TRAP. 2. PROVIDE PIPE UNIONS, FLANGES, AND ARRANGE WATER PIPING TO FACILITATE TUBE BUNDLE
REMOVAL WITH MINIMUM DISTURBANCE TO PIPING. 3. VACUUM BREAKERS ARE REQUIRED ON ALL SYSTEMS. 4. FOR LIQUID PIPE SIZE 2" AND UNDER, REPLACE BUTTERFLY VALVES WITH BALL VALVES, 5. COORDINATE
FINAL LOCATION OF CONNECTIONS WITH APPROVED EQUIPMENT SUBMITTALS (E.G. EXTENDED SHELL HEAT EXCHANGER STEAM AND CONDENSATE CONNECTIONS ON OPPOSITE ENDS FROM THOSE SHOWN) NOTES: TYPICAL
COMPONENTS REQUIRED FOR EACH CHILLED BEAM IN ZONE PROVIDE ONE CONTROL VALVE PER CHILLED BEAM ZONE 1. FOR TWO-PIPE CHILLED BEAMS PROVIDE ONLY CHILLED WATER PIPING SHOWN. REFER TO PLANS
FOR REQUIRED CONNECTIONS IN EACH ZONE. 2. RELOCATE MANUAL AIR VENT TO COIL IF CONNECTION IS PROVIDED BY THE MANUFACTURER. 3. REMOVE STRAINER BASKETS AFTER INITIAL STARTUP AND SYSTEM
FLUSH IS COMPLETE. 4. WHERE COIL CONNECTIONS ARE NOT IN SAME VERTICAL PLANE, SUPPLY SHALL BE THROUGH THE BOTTOM CONNECTION. CHILLED BEAM 12" INSULATED SS BRAIDED HOSE CONNECTION PT
PHWR PHWS TYPICAL COMPONENTS REQUIRED FOR EACH RADIANT PANEL IN ZONE PROVIDE ONE CONTROL VALVE PER ZONE RADIANT PANEL PT TO ADDITIONAL RADIANT PANELS IN ZONE TO ADDITIONAL BEAMS IN
ZONE PROVIDE ISOLATION VALVE AND CAP FOR MANUAL FILL AND 55 GALLON DRUM TO RECEIVE RELIEF VALVE DISCHARGE. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building
1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase
1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M5.30 29313.00 11/30/18 HVAC - DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope
ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: CHEMICAL FUME HOOD DUCT CONNECTION DETAIL 3 NTS CHILLED BEAM DUCT
CONNECTION DETAIL 6 NTS SCALE: SCALE: SCALE: FULL RADIUS ELBOW 30° TRANSITION (MAXIMUM) DUCT SAME SIZE AS FUME HOOD OUTLET CONNECTION FUME HOOD FLOOR REFER TO DUCT SIZE INDICATED ON
DRAWINGS FASTEN AND SEAL PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTIONS NOTES: 1. COORDINATE LOCATION IN PLAN AND ELEVATION W/ ARCHITECTURAL DWGS. 2. COORDINATE SIZE AND TRANSITION
REQUIRED FOR CONNECTION TO SNORKEL. EXHAUST DUCT TO CONSTANT VOLUME EXHAUST VALVE; MULTIPLE SNORKEL CONNECTIONS MAY CONNECT TO SINGLE EXHAUST VALVE HATCHED AREAS PROVIDED UNDER OTHER
SECTIONS OF THE WORK. REFER TO ARCHITECTURAL DRAWINGS. STRUCTURE ABOVE CEILING NTS 7 WALL MOUNTED CANOPY HOOD REMOVABLE 18 GA. SS FACE PANEL FACE OF WALL DUCT CONNECTION (SEE EACH HOOD
FOR SIZE AND NUMBER OF CONNECTIONS) 3/8"Ø ROD & 2" WIDE 12 GA. SS CLIP SPOT WELD CLIP TO HOOD (TYP) "W" A 36" O.C. (MAX.) "L" B CANOPY HOOD PLAN VIEW NOTES: 1. SHEET METAL SHALL BE
ALL WELDED TYPE 316L STAINLESS STEEL CONSTRUCTION. 2. ALL EXPOSED TO VIEW SURFACES SHALL HAVE A BRUSH FINISH. GRIND AND POLISH ALL JOINTS. 3. ALL RODS, NUTS & BOLTS SHALL BE 304L
STAINLESS STEEL. CANOPY HOOD SCHEDULE ROOM NO. CFM QTY. SIZE ("L" x "W") 229 530 1 3'x2' X * MOUNTING HEIGHT IS DISTANCE TO THE BOTTOM OF THE CANOPY 2" WIDE 12 GA. SS CLIP 24" O.C.
SPOT WELD CLIP TO HOOD (TYP) REMOVABLE 18 GA. SS FACE PANEL (TYP) 1/4" NUT & BOLT 24" O.C. (TYP) DUCT CONNECTION (SEE EACH HOOD FOR SIZE AND NUMBER OF CONNECTIONS) 2"X2" 12 GA. SS ANGLE
FASTEN TO CEILING (TYP) 1/4" NUT & BOLT (TYP) 3/4"X3/4" 12 GA. ANGLE SPOT WELD TO BAFFLE (TYP) 18 GA. SS BAFFLE %%UA-A "L" 3" 1.5" 3" 6" 3" 6" 2" WIDE 12 GA. SS CLIP SPOT WELD CLIP
TO HOOD (TYP) 3/8"Ø ROD W/ HEX NUTS (TYP) 2" WIDE 12 GA. SS CLIP FASTEN TO STRUCTURE (TYP)CEILING STRUCTURE 18 GA. SS HOOD 20 DEGREES 2" WIDE 12 GA. SS CLIP 24" O.C. SPOT WELD CLIP
TO HOOD 2" WIDE 12 GA. SS CLIP SPOT WELD CLIP TO HOOD REMOVABLE 18 GA. SS FACE PANEL 1/4" NUT & BOLT 24" O.C. 2"X2" 12 GA. SS ANGLE FASTEN TO CEILING 2" WIDE 12 GA. SS CLIP FASTEN TO
STRUCTURE 3/8"Ø ROD W/HEX NUTS STRUCTURE CEILING DUCT CONNECTION (SEE EACH HOOD FOR SIZE AND NUMBER OF CONNECTIONS) 18 GA. SS HOOD MAINTAIN BARRIER SEAL FOR HOODS WITHIN BSL-3 LABS
18 GA. SS BAFFLE 1/4" NUT & BOLT "W" %%UB-B 20° 18" (MAX) 3" 1.5" A B MOUNTING HEIGHT DUCTED FAN COIL CONNECTION DETAIL 2 NTS VIBRATION ISOLATION SEE SPECS FLEX CONN REFER TO WATER
COIL DETAIL FOR PIPING AND DRAIN REQUIREMENTS SUPPORT FROM STRUCTURE NOTE: INSULATE ALL PIPING COMPONENTS INCLUDING CONTROL VALVE, STRAINERS, VALVES, ETC. ACOUSTICAL LINING DUCTED RETURN
AIR FLEX CONNECTION (TYP) FILTER (MODIFY FRAME FOR SIDE OR BOTTOM PULL IF NECESSARY TO ALLOW COORDINATION OF OTHER CEILING SERVICES WITH FILTER REMOVAL) BASEMENT FCU SHALL HAVE SECONDARY
DRAIN PAN AND PIPED DRAIN CONNECTION. EXTEND THIS DRAIN TO ENSURE CONTROL VALVE IS ALSO ABOVE DRAIN PAN. ALL OTHER FCUS WILL BE SENSIBLE ONLY AND SHALL NOT HAVE DRAIN CONNECTIONS LOUVER
CONNECTION 4 NTS CAULK ALL AROUND REFER TO ARCHITECT'S PLANS AND SPECS FOR LOUVER DETAILS 1/2" BIRDSCREEN PLENUM INSULATE ALL EXPOSED PARTS W/ 2" RIGID BOARD INSULATION (ALSO INSULATE
UNUSED LOUVER AREA) ACCESS DOOR HALF HEIGHT OF DUCT, 12" X 12" MIN (UNLESS SHOWN OTHERWISE ON PLANS) DN SEE NOTE "D" NOTE: WHEN "D" IS OVER 24" PROVIDE 3/4" DRAIN IN CENTER OF PLENUM
AND AT 5'-0" CENTERS WHERE DEPTH INTO PAPER IS GREATER THAN 5'-0". LOCATE 6" FROM LOUVER WITH TRAP SEAL AND CAULK ALL AROUND PITCH TO DRAIN WATER OUTSIDE SOLDER BOTTOM JOINT AND UP
12" ALL AROUND EXTERNALLY MOUNTED U.L. RATED ACTUATOR HEAT ACTUATED RELEASE DEVICE S SMOKE DETECTOR 60" MAX SMOKE AND SMOKE/FIRE DAMPER 12 NTS NOTES: 1. ANY CLEARANCE BETWEEN FIRE-RATED
WALL OR SMOKE PARTITION AND DAMPER SLEEVE OR DAMPER SHALL BE FILLED WITH FIRE-RESISTANT PACKING ON ALL SIDES TO MAINTAIN FIRE RATING. 2. WHEN DUCTWORK IS INSULATED OR LINED, PROVIDE
INSULATED ACCESS DOOR. 3. ACCESS DOOR SHALL BE 12" X 12" OR LARGER IF REQUIRED FOR HEAT ACTUATED RELEASE DEVICE REPLACEMENT. 4. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION
SHALL CONFORM WITH MANUFACTURER'S, UL APPROVED INSTRUCTIONS. 5. DUCT MOUNTED SMOKE DETECTOR SHALL BE PROVIDED BY DIVISION 28, INSTALLED BY DIVISION 23 AND WIRED TO FIRE ALARM SYSTEM
UNDER DIVISION 28. 6. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION SHALL CONFORM WITH MANUFACTURER, UL APPROVED INSTRUCTIONS. 7. PROVIDE REMOTE DAMPER TEST SWITCH AND
ANNUNCIATION FOR EH&S TESTING. THESE SHALL BE LOCATED IN CORRIDORS INSTEAD OF LABS WHERE POSSIBLE. FIRE-RATED WALL OR SMOKE PARTITION (TYPE AND SIZE VARIES). SUPPLY AIR FLOW DUCT ACCESS
DOOR (EITHER SIDE OR BOTTOM) CHEMICAL STORAGE CABINET EXHAUST DUCT CONNECTION CONNECT EXHAUST DUCT TO CHEMICAL STORAGE CABINET CONNECTION. PROVIDE TRANSITION TO MATCH CABINET CONNECTION
SIZE. SEAL CONNECTION TO CABINET. CEILING 4"Ø WELDED SS AUXILIARY EXHAUST DUCT. EXTEND DOWN TO 9FT AFF AND TERMINATE WITH WIRE MESH SCREEN. COPPER PIPE SIZED TO MATCH VACUUM PUMP DISCHARGE
SIZE. CONNECT ONE END TO VACUUM PUMP. TERMINATE OTHER END NEAR EXHAUST DUCT SO THE DISCHARGE IS 2" BELOW THE WIRE MESH SCREEN. COORDINATE LOCATION WITH OWNER. LABORATORY EXHAUST BRANCH
DUCT SUPPORT FROM STRUCTURE INLET DUCT CONNECTION FLEX DUCT NOTES: 1. PROVIDE NYLON TY-WRAP TOOL OR REUSABLE SS DRAW BAND. 2. FLEX DUCT SHALL NOT HAVE MORE THAN 0.5 INCH SAG PER FOOT.
LENGTH OF FLEX DUCT SHALL NOT EXCEED 5 FEET. MAXIMUM SUPPORT SPACING SHALL BE 3 FEET. FLEX DUCT SHALL NOT BE COMPRESSED PER SMACNA DUCT CONSTRUCTION MANUAL. 3. SUPPORT QUANTITIES AND
DETAILS SHALL MEET MANUFACTURER REQUIREMENTS. MAXIMUM (1) 90 DEGREE BEND IN FLEX DUCT. CENTER LINE RADIUS OF BEND SHALL NOT BE LESS THAN (1) TIMES THE DUCT DIAMETER PER SMACNA DUCT
CONSTRUCTION MANUAL. DUCT HANGER SUPPORT 9 NTS NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQ FT, DUCT SHALL BE BRACED BY
ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 3. SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA. UNISTRUT OR
ANGLE IRON HANGER STRAP THREADED HANGER ROD GALV. HANGER SEE NOTE 3MAX. 60" OVER 60" 1" TYPICAL DUCT INSULATION & SUPPORTS NEAR VOLUME DAMPERS 10 NTS PROVIDE LOCKING QUADRANT ARM STANDOFF
BUTT ENDS & SEAL FOR HANGING DUCT: TRAPEZE DUCT OR STRAP HANGER AROUND DUCT COMPLETELY. DO NOT USE ANY SCREWS, BECAUSE THEY INTERFERE WITH DAMPER BLADE(S). PROVIDE EXTRA LENGTH TO
AVOID "PINCHING" OF INSULATION AT CORNERS. LABORATORY SNORKEL ARM EXHAUST CONNECTION 1 NTS LABORATORY AUXILIARY EXHAUST HOSE CONNECTION 5 NTS VACUUM PUMP (POS) VENTILATED CABINET EXHAUST
CONNECTION 8 NTS ACCESS DOOR (EITHER SIDE OR BOTTOM) FIRE DAMPER PENETRATION 11 NTS NOTES: 1. DAMPER BLADES SHALL BE OUT OF AIRSTREAM TYPE "3A,3B,7 OR 8" (SEE SMACNA FIRE DAMPER AND
HEAT STOP GUIDE - 2ND EDITION PAGE 9 OR NEWER VERSION IF APPLICABLE) WHEN OPEN 100% FREE AREA IS REQUIRED. WHEN DUCT DIMENSIONS REQUIRE MULTIPLE DAMPER SECTIONS, TYPE "2" MAY BE USED.
2. PROVIDE SPRING LOADED CLOSURE FOR ALL FIRE DAMPERS. 3. WHEN DUCTWORK IS INSULATED OR LINED, PROVIDE INSULATED ACCESS DOOR. 4. ACCESS DOOR SHALL BE 12" X 12" OR LARGER IF REQUIRED
FOR FUSIBLE LINK REPLACEMENT. 5. TYPE "1" FIRE DAMPERS (BLADES IN AIR STREAM) MAY BE SUBSTITUTED FOR TYPE "3A OR 3B" WHERE VELOCITIES ARE UNDER 500 FPM IN LOW PRESSURE DUCT SYSTEMS
ONLY. 6. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION SHALL CONFORM WITH MANUFACTURER, UL APPROVED INSTRUCTIONS. FIRE-RATED WALL OR PARTITION (TYPE AND SIZE VARIES). FLOW
AIR DUCT Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M5.40 29313.00 11/30/18
HVAC - DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 SCALE: SCALE: SCALE: SCALE: SCALE: SCALE:
SCALE: DRAW THROUGH UNIT CONDENSATE TRAP 9 N.T.S. ROOF PIPING SUPPORT 5 NTS DETAIL OF PIPE THRU ROOF (EXCLUDING STEAM RELIEFS) 3 NTS PIPE RISER SUPPORT 6 NTS PIPE PENETRATION OF FULL
HEIGHT PARTITIONS 7 NTS TYPICAL PIPE INSULATION & VALVE HANDLE EXTENSION 11 NTS TYPICAL FREEZESTAT LAYOUTS FOR AHU COOLING COILS 1 NTSSCALE: SCALE: SCALE: PITCH 1" WATER SEAL. WC (WITH
DIRTY FILTERS, COILS, GREATER THAN THE MAXIMUM FAN THIS DIMENSION IN INCHES MUST BE SUCTION STATIC PRESSURE IN INCHES AND MAXIMUM AIR FLOW). MAXIMUM FAN SUCTION STATIC GREATER THAN
1/2 OF THE SAME THIS DIMENSION IN INCHES MUST BE PRESSURE IN INCHES WC. DRAIN PAN NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP. 2. PITCH DRAIN FOR PROPER RUNOFF. 3. MANUALLY
PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRAIN SEAL. 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. PITCH DRAIN PIPE TO MATCH DRAIN OUTLET SIZE. CLEANOUT
(TYP.) (a) (c) (b) (a) (b) (c) 3" 1.5" 1" AND ACCEPTANCE BY ROOFING CONTRACTOR. REGISTERED STRUCTURAL ENGINEER. 4. THE SUPPORTS SHALL BE SUBMITTED AS SHOP DRAWINGS AND SHALL BE
REVIEWED BY THE 18" MAX. SEE NOTE 1 W 3. FOR DISTANCE BETWEEN SUPPORTS REFER TO SPECIFICATIONS. CENTER SUPPORTPLATE SEE NOTE 2 AVOID ROOF MEMBRANE DAMAGE. OBTAIN WRITTEN, APPROVED
DRAWINGS OF COORDINATION 2. SIZE PLATE SUFFICIENT TO AVOID ROOF DAMAGE, BUT NO LESS THAN 8"x8". BRAKE EDGES TO 1. FOR W >= 24" AND PIPES >= 6" PROVIDE 3/4"∅ CENTER SUPPORT WITH NUT
AND NUT LOCK. NOTES: SADDLE COVERING PROTECTION ROLLER SUPPORT WITH 5.4 #/FT AND TO PLATE ROOF TO C-SECTION 2" PIPE WELDED 4" C-SECTION; WELD 5" MIN. 2" MIN. 1/4" MIN 1" OR OTHER APPROVED
MATERIAL FIREPROOF MINERAL WOOL SCHEDULE 80 PIPE ONE SIZE LARGER THAN RISER SLEEVE ONE NOMINAL THAN SLEEVE NOMINAL SIZE LARGER RISER CLAMP CONTINUOUS WELD FIREPROOF CAULK (TOP & BOTTOM)
FLASHING POS COUNTER ROOF BUILT UP PIPE SLEEVE AROUND ALL SEAL DRAWINGS SEE ARCHITECTS ROOF CONSTRUCTION FLASHING POS 16 OUNCE COPPER JOSAM #26450 SIMILAR TO FLASHING SLEEVE FOR SIZE
PIPING SEE PLANS NOTES: 1. AT FIRE RATED PARTITIONS, REPLACE PACKING AND SILICONE SEALANT WITH UL LISTED FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH UL LISTING. 2. FIRE STOP PIPE PENETRATIONS
THRU CORRIDOR WALLS ABOVE CEILINGS. MINERAL FIBER PACKING PIPE SLEEVE 1/2" MAX (TYP) SILICONE ACOUSTICAL AND AIRFLOW SEALANT NON-RATED PARTITION BUTT & SEAL JOINTS CAP INSULATION.
LEAVE NO EXPOSED INSULATION ANYWHERE PROVIDE VALVE EXTENSION KIT TO ALLOW PROPER INSULATION COVERAGE END CAP ALUMINUM CROSSBRACE 180° CORNER SECTION NON-HARDENING HEAT PASTE BETWEEN
TUBING & ALUMINUM INSULATION BY DIV 23 HANGING DEVICE SCALE: RADIANT PANEL INSTALLATION DETAILS 8 NONE OF FREEZESTAT REFER TO SPEC. FOR LENGTH FZ FZFZ FZ COOLING COIL (TYP) PREFABRICATED
EQUIPMENT SUPPORT. EXTERIOR DUCTWORK SUPPORT AND INSULATION 1 NTS ROOF ANCHOR CURB TO DECK IN ACCORDANCE WITH CURB MANUFACTURER INSTRUCTIONS A A ROOFING INSULATION ROOFING MEMBRANE
WOOD BLOCKING ALUMINUM METAL CAP S.S. BOLT 6x6x3/8 GALV. PLATES SUPPORT 8" WIDE CONTINUOUS GALVANIZED SHEET METAL SADDLE RIGID EXTRUDED BOARD WITH FOIL FACE 6" OVERLAP MIN. VENTURECLAD
VAPOR BARRIER JACKETING SYSTEM. PITCH DN SECTION A-A UNISTRUT DUCTWORK SUPPORT W/ ADJUSTABLE HEIGHT FIRST VAPOR JACKET SEAM SHALL BE A MIN. OF 12 INCHES FROM THE SADDLE SUPPORT (BOTH
SIDES) INSULATION PIN AS RECOMMENDED BY MANUFACTURE DUCT BASE BOARD THICKNESS TO MATCH EXISTING 6lb DENSITY RIGID FIBER BOARD INSULATION 8" WIDTH GALVANIZED SHEET METAL SADDLE SADDLE
TO BE DE-BURRED TO AVOID DAMAGE TO THE VAPOR BARRIER JACKETED ASSEMBLY 8" DUCT PENETRATION THROUGH ROOF 2 NTS PREFABRICATED, INSULATED CURB WITH WOOD NAILOR (THYCURB OR EQUAL) COMPLETELY
SEAL & COVER JOINT WITH OUTDOOR, UV RESISTANT SEALANT SS SHEETMETAL SCREW S-SLIP CONNECTION FLASHING ROOF MEMBRANE ROOF DECK INSULATION ANCHOR CURB TO DECK CONCRETE DECK STEEL DECK
TACK WELD CURB TO DECK DUCT PENETRATION OF FULL HEIGHT PARTITIONS 10 NTS STEEL FRAME, ANGLE 1.25"X1.25"X0.125" ONLY AT PENETRATIONS EXPOSED TO VIEW IN NON-MECHANICAL OR ELECTRICAL SPACES
SILICONE ACOUSTICAL AND AIRFLOW SEALANT (TYP) FRAMED OPENING OR SHEETMETAL SLEEVE SHEETMETAL SLEEVE MINERAL FIBER PACKING SILICONE ACOUSTICAL AND AIRFLOW SEALANT (TYP) NON-RATED PARTITION
1/2" MAX (TYP) 1/2" MAX (TYP) NON-RATED PARTITION NOTES: 1. AT FIRE RATED PARTITIONS WITHOUT FIRE DAMPER, REPLACE PACKING AND SILICONE SEALANT WITH UL LISTED FIRE STOP SYSTEM. INSTALL
IN ACCORDANCE WITH UL LISTING. 2. FIRE STOP DUCT PENETRATIONS THRU RATED AND NON-RATED CORRIDOR WALLS ABOVE CEILINGS. NOTES: 1. INSTALLATION SHALL BE IN FULL COMPLIANCE WITH MANUFACTURER'S
INSTALLATION INSTRUCTIONS. 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
NTS M5.50 29313.00 11/30/18 HVAC - DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
EXHAUST AIR HANDLING UNIT AIR HANDLING UNIT SCHEDULE (CHILLED WATER WITH GLYCOL HEAT) TYPE UNIT NO. SERVICE LOCATION TOTAL CFM MIN O.A. CFM CAPACITY CONTROL RANGE EXTERNAL TOTAL (W/DIRTY
FILTERS) OUTLET VELOC (FPM) PLENUM FAN DATA STATIC PRESS(IN.WG) RPM BHP (EACH) HP (EACH) TOTAL MBH FACE VELOC. (FPM) EAT(°F) LAT(°F) DB WB DB WB AIR DATA COOLING COIL CHILLED WATER
DATA P.D. (IN.WG) GPM EWT (°F) LWT (°F) PD (FT) MIN. F.A. (S.F.) NO. ROWS FIN PER INCH MAX AIR PD (IN.WG) MBH EAT(°F) LAT(°F) DB WB DB WB WINTER DATA GLYCOL/WATER HEAT RECOVERY COIL
DATA EWT (°F) LWT (°F) GPM % PROP. GLYCOL MAX PD (FT) MBH EAT(°F) LAT(°F) DB WB DB WB EWT (°F) LWT (°F) SUMMER DATA MANUFACTURER MODEL NUMBER (AS STANDARD) AHU-A 2ND/3RD FLOOR LABS
BASEMENT 18,200 18,200 20-100% ECM 3.4 6.2 428 3,170 7.5 10 1,200 703 88 73 53.1 53.0 0.8 159.4 47 62 17.3 49.2 8 10 0.5 1,127.5 -5 - 55 - 90 39 50.6 40 16.1 131 88 73 81.5 71.2 79
84 VENTROL CUSTOM SENS. MBH 388 ELECTRIC SERVICE V Ø HZ UNIT NO. SERVICE AIR FLOW (CFM) NO. FANS NO. ROWS 8 10 FINS PER INCH EXTERNAL STATIC PRESSURE (IN. W.G.) OUTLET VELOCITY (FPM)
FAN SPEED (RPM) FAN DATA MOTOR SPEED (RPM) BHP RATED HP MOTOR DATA CONTROL TYPE (VFD OR MOTOR STARTER) ELECTRICAL SERVICE (V/Ø/HZ) TOTAL UNIT OPERATING WEIGHT (POUNDS) DIFFUSER, GRILLE
& REGISTER SCHEDULE TAG FACE SIZE (INCHES) SELECTION RANGE (CFM) SERVICE MOUNTING MANUFACTURER MODEL NO. (AS STANDARD) REMARKS 24x24 0-200SUPPLY CEILING TITUS MODEL: TRITEC 5 24x24
201-400SUPPLY CEILING 7 24x48 401-650SUPPLY CEILING 7 0.08 0.09 0.09 29 31 24 NECK SIZE (INCHES) 8"Ø 10"Ø 12"Ø EF-A.1 2ND/3RD FLOOR LABS MIN. F.A. (S.F.) NO. ROWS FIN PER INCH MAX AIR
PD (IN.WG) MBH EAT(°F) LAT(°F) DB WB DB WB WINTER DATA GLYCOL/WATER HEAT RECOVERY COIL DATA EWT (°F) LWT (°F) GPM % GLYCOL MAX PD (FT) MBH EAT(°F) LAT(°F) DB WB DB WB EWT (°F) LWT (°F)
SUMMER DATA UNIT NO. LOCATION SYSTEM SERVED MBH SHELL SIDE PRESSURE (PSIG) FLOW (#/HR) SHELL-AND-TUBE HEAT EXCHANGER (STEAM TO LIQUID) GPM % GLYCOL EWT (°F) LWT (°F) PD (FT.) TUBE SIDE
FOULING FACTOR MINIMUM SURFACE AREA(S.F.) OVERALL LENGTH (IN) SHELL DIAM. (IN) MANUFACTURER MODEL NUMBER (AS STANDARD) REMARKS HX-1 BASEMENT MECH ROOM REHEAT 789 5 820 53.0 0 100 130
0.5 0.0005 13 41 10.5 B&G SU-63-2 HX-2 BASEMENT MECH ROOM AHU-A PREHEAT 1,245 5 1,311 50.6 40 36 90 0.5 0.0005 33.3 54 12.5 B&G SU-84-4 EQUIPMENT LOCATION EQUIPMENT IDENTIFICATION OPERATING
WEIGHT (POUNDS) REMARKS MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) GENERAL NOTES: A) NPSHR COLUMN REPRESENTS THE NET POSITIVE SUCTION HEAD REQUIRED. B) FLUID TEMPERATURE COLUMN REPRESENTS
THE EXPECT FLUID TEMPERATURE RANGE DURING OPERATION. C) POWER CLASS REFERS TO NORMAL, OPTIONAL STANDBY, LEGALLY REQUIRED OR EMERGENCY POWER REQUIREMENT. PUMP SCHEDULE SERVICE WATER
FLOW RATE (GPM) PUMP DATA HEAD PRESSURE (FT W.C.) NPSHR (A) (FT W.C.) MOTOR SPEED (RPM) MOTOR DATA BHP RATED HP CONTROL TYPE (VFD OR MOTOR STARTER) ELECTRICAL SERVICE (V/Ø/HZ) SHUT-OFF
HEAD PRESSURE (FT W.C.) PUMP SPEED (RPM) PUMP STYLE/TYPE FLUID DATA FLUID TEMP (B) (°F) FLUID TYPE % GLYCOL WORKING PRESSURE (PSIG) IMPELLER SIZE (INCHES) BASEMENT MECH ROOM 55 57 10.0
1800 1.2 2 VFD 480/3/60 62.7 3,235IN-LINE 68 WATER 40 175 4.25 ENERGY RECOVERY COIL P-6 24x24 0-200EXHAUST CEILING - 0.004 15 22x22 TO 8"Ø 24x24 201-400EXHAUST CEILING - 0.01 15 22x22
TO 10"Ø MCA MOCP STANDBY POWER STANDBY POWER STANDBY POWER BASEMENT MECH ROOM BELL & GOSSETT 1.5x1.5x9.5B50 65 5.2 1800 1.62 3 VFD 480/3/6069 1,727IN-LINE 68 WATER - 1758.25REHEAT COILSP-3A
NO NO BASEMENT MECH ROOM 55 57 10.0 1800 1.2 2 VFD 480/3/60 62.7 3,235IN-LINE 68 WATER 40 175 4.25 ENERGY RECOVERY COIL P-5 BELL & GOSSETT 1.25AAB YES BELL & GOSSETT 1.25AAB TITUS MODEL:
TRITEC TITUS MODEL: TRITEC TITUS MODEL: 3FL TITUS MODEL: 3FL 24x24 401-600EXHAUST CEILING - 0.02 15 22x22 TO 12"Ø 24x24 601-950EXHAUST CEILING - 0.03 20 22x22 TO 14"Ø TITUS MODEL: 3FL
TITUS MODEL: 3FL 24x24 951-1,350EXHAUST CEILING - 0.06 30 22x22 TO 16"Ø TITUS MODEL: 3FL 24x24 601-950EXHAUST SIDEWALL - 0.03 20 22x22 TO 14"Ø TITUS MODEL: 3FL 24x24 401-600 FILTERED
RETURN CEILING- 0.02 15 22x22 TO 12"Ø 24x24 601-950 CEILING - 0.03 20 22x22 TO 14"Ø TITUS MODEL: 3FFL TITUS MODEL: 3FFL 24x24 951-1,350 CEILING - 0.06 30 22x22 TO 16"Ø TITUS MODEL:
3FFL NO 79837381607295.319.14050.64733-4047.675362.90.811084014,000 460/3/60VFD3027.21,7251,7253,8704.7119,000 EF-A.2 2ND/3RD FLOOR LABS 19,000 1 4.7 3,870 1,725 1,725 27.2 30 VFD 460/3/60
NO MANUFACTURER MODEL NUMBER (AS STANDARD) GREENHECK VEKTOR MH HX-3 BASEMENT MECH ROOM AHU-A PREHEAT 1,245 5 1,311 40 36 0.5 0.0005 33.3 54 12.5 B&G SU-84-4 QUANTITY 6 50.6 90 SUPPLY
EXPOSED PERF. DUCT MCGILL DDF-SP ASSEMBLY 1.5 0.12 3018"Ø 210/LF23% FA 23% FA 175/LFSUPPLY EXPOSED PERF. DUCT MCGILL DDF-SP ASSEMBLY 1.5 0.15 3022"Ø LOCATION SERVICE UNIT NO. SYSTEM
TEMP (°F) MIN MAX MAX SYSTEM PRESSURE(PSIG) AT TANK LOCATION TANK PRESSURE RATING (PSI) TANK ACCEPTANCE VOLUME (GAL) TANK VOLUME (GAL) MANUFACTURER MODEL NUMBER (AS STANDARD) REMARKS
DIAPHRAGM EXPANSION TANK SCHEDULE MIN INITIAL CHARGE AIR FILTER SCHEDULE UNIT SERVED TYPE MERV RATING TOTAL CFM FACE AREA (S.F.) FILTER THICKNESS (IN.) UNIT SIZE (IN.) (HxW) ARRGMT.
H W TOTAL UNIT NO. PD(IN.W.G.) INIT. FINAL MANUFACTURER MODEL NUMBER (AS STANDARD) REMARKS FACE VELOCITY (FPM) FILTERED RETURN FILTERED RETURN 180 180 180 PUMP EFFICIENCY MINIMUM MOTOR
EFFICIENCY 89.5% PUMP SPARE CAPACITY (GPM) 0 66% 66% 50% 0 0 86.5% 86.5% 24x48 FILTERED RETURN 22x46 TO 18"Ø TITUS MODEL: 3FFL E4 1,351-1,500 20 0.02- CEILING 8x6 0-100SUPPLY SIDEWALL
19 0.05 208x6 TITUS MODEL: 272FL 6x6 0-100 SIDEWALL - 0.1 256x6 TITUS MODEL: 3FL EXHAUSTG1 F1 B2 B1 E3 E2 E1 D1 C5 C4 C3 C2 C1 A3 A2 A1 C6 12x12 0-200 EXHAUST CEILING - 0.1 30 10x10TO
8"Ø TITUS MODEL: 3FL F2 12x6 101-300 SUPPLY SIDEWALL 19 0.05 2012x6 TITUS MODEL: 272FL 460 3 60 MAX THROW TO 50 FPM (FT) AT MAX AIRFLOW NC AT MAX AIRFLOW MAX PRESSURE DROP (IN W.C.)
AT MAX AIRFLOW 45 - NO 1 2 3 PROVIDE WITH INLET PIEZOMETER RING FOR AIRFLOW MEASUREMENT. PROVIDE WITH AMCA SPARK B CONSTRUCTION, HI-PRO Z COATING, AND WELDED SCROLL HOUSING. MOTORS
SHALL HAVE GROUNDED SHAFTS AND F INSULATION CLASS OR BETTER. PROVIDE WITH INTEGRAL OPPOSED BLADE DISCHARGE DAMPER. PROVIDE WITH DRAIN WITH PLUG AT FANS AND DRAIN AT COIL. PROVIDE WITH
STRUCTURAL STEEL BASE. PROVIDE WITH PRE-FILTER RACK. REFER TO FILTER SCHEDULE FOR FILTER INFORMATION. PROVIDE WITH INTEGRAL DISCHARGE NOZZLE ATTENUATOR PROVIDE BYPASS DAMPER WITH INTEGRAL
SOUND ATTENUATOR SIZED TO HANDLE A MAXIMUM OF 10,240 CFM. 4 5 6 1 2 SUPPLY FANS SHALL HAVE INTEGRAL GRAVITY BACKDRAFT DAMPERS AND INLET PIEZOMETER RINGS FOR AIRFLOW MEASUREMENT. 3 PROVIDE
SINGLE POINT 480V/3Ø FUSED DISCONNECT SWITCH WITH INTERNAL WIRED POWER TO FAN MOTORS. PROVIDE ADDITIONAL 120V/1Ø CONNECTION FOR LIGHTS AND CONTROLS. PROVIDE CERAMIC SHAFT GROUNDING
RINGS ON FANS. 1 2 3 44 44 4 CONDENSATE DRAIN PIPE SHALL BE AT LEAST 1.5"Ø AND SHALL HAVE P-TRAP THAT IS AT LEAST 7" HIGH. REFER TO DRAW THROUGH P-TRAP DETAIL. ET-1 BASEMENT MECH RM
PREHEAT LOOP 40 95 36.4 75 125 2.4 8.0 BELL & GOSSETT B-15 41.9 5 COOLING COIL IS SELECTED ASSUMING ENERGY RECOVERY IS INOPERATIVE. CAMFIL FARR 30/30 84224x24 24218,2008AHU-A PRE-FILTER
PLEATED 1 4 4 0.3 0.6 12x24 AHU-A FINAL-FILTER 13 18,200 42 12 24x24 2 4 8 VILEDON MV-85-HSN1 4 4 0.35 0.7012x24 HIGH PERFORMANCE RIGID-POCKET 435 435 1 2 MERV 13 IS EQUIVALENT TO EN
779 CLASS F7 FINAL FILTER DIMENSIONS MAY DIFFER FROM SCHEDULE SLIGHTLY SINCE THEY ARE CATALOGUED AS METRIC ONLY. 1 2 6 REFER TO FILTER SCHEDULE FOR FILTER INFO. FINAL FILTER DIMENSIONS
MAY DIFFER FROM SCHEDULE SLIGHTLY SINCE THEY ARE CATALOGUED AS METRIC ONLY. COORDINATE RACK SIZE WITH FINAL FILTER SIZE. PLEATED 8 18,200 40 2 24x24 2 5 10 CAMFIL FARR 30/30 0.3 0.6455EXHAUST
ENERGY RECOVERY PRE-FILTER 7 2 1 224x12 2 1 224x12 COORDINATE ALL CEILING OR WALL INSTALLED INLETS AND OUTLETS FOR APPROPRIATE BORDER TYPES: LAY-IN OR SURFACE MOUNT. COORDINATE COLOR
AND FINISH WITH ARCHITECT. DUCT RUNOUT SIZE SHALL BE SAME AS NECK SIZE. PERFORATED DUCTS SHALL HAVE 23% FREE AREA AND SHALL HAVE MAXIMUM AIRFLOW PER LINEAR FOOT PER SCHEDULE. PROVIDE
WITH MERV 8 FILTER. REFER TO FILTER SCHEDULE FOR DETAILS. 4 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 5 5 5 5 PLEATED 8 1,350 4 2 CAMFIL FARR
30/30 1 1 0.3 0.624x24340FCU RETURN 3 3 PROVIDE FILTERS FOR ALL FILTER RETURN GRILLES. 8 9 1 2 3 5 1 2 3 1 2 3 1 2 3 1 2 3 Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M6.10 29313.00 11/30/18 HVAC - SCHEDULES # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 HOT WATER DUCT COIL SCHEDULE HYDRONIC CONTROL VALVE SCHEDULE UNIT NO. TYPE VALVE PIPE SIZE (IN) ACTUATOR MANUFACTURER
MODEL NUMBER (BASIS OF DESIGN) CV-RHC-1-8 2-WAY NON-SPRING RETURN BELIMO TR24 MAX GPM MAX PD (PSI) CV CONTROL VALVE MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) BELIMO CCV-B2090.82.31.21/2
FAIL POSITION LAST CLOSE OFF RATING (PSI) 200 VALVE CHARACTERISTIC CCV VALVE TURNDOWN 30-100% REMARKS CV-RHC-1-12 CV-RHC-1-14 CV-RHC-2-12 CV-RHC-2-14 CV-FCU-1 CV-FCU-2 CV-FCU-3 CV-FCU-4
CV-FCU-5 CV-AHU-A CHW CV-EXH RECOVERY CV-RCP-1.1 (<0.6 GPM) 2-WAY NON-SPRING RETURN 3.3 3.0 1.9 BELIMO CCV-B211 LAST 200 CCV 30-100% 2-WAY NON-SPRING RETURN BELIMO CCV-B211LAST 200
CCV 30-100% 2-WAY NON-SPRING RETURN BELIMO CCV-B212LAST 200 CCV 30-100% 2-WAY NON-SPRING RETURN BELIMO CCV-B212LAST 200 CCV 30-100% 3.9 4.2 1.9 1/2 5.3 3.1 3.0 1/2 6.6 4.8 3.0 1/2 BELIMO
TR24 BELIMO TR24 BELIMO TR24 BELIMO TR24 1/2 2-WAY SPRING RETURN BELIMO CCV-B209 CLOSED 200 CCV 30-100%1/2 1.6 4.0 0.8 BELIMO TFRX24 BELIMO CCV-B210CLOSED 200 CCV 30-100%1/2 2.6 4.7
1.2 BELIMO CCV-B211CLOSED 200 CCV 30-100%1/2 3.1 2.7 1.9 BELIMO CCV-B210CLOSED 200 CCV 30-100%1/2 2.0 2.8 1.2 BELIMO CCV-B212CLOSED 200 CCV 30-100%1/2 6.0 4 3.0 2-WAY SPRING RETURN
2-WAY SPRING RETURN 2-WAY SPRING RETURN 2-WAY SPRING RETURN BELIMO TFRX24 BELIMO TFRX24 BELIMO TFRX24 BELIMO TFRX24 2-WAY NON-SPRING RETURN 1/2 BELIMO TR24 0.6 4.7 0.3 BELIMO CCV-B207
LAST 200 CCV 30-100% CV-RCP-1.1 (0.6-1.0 GPM) 2-WAY NON-SPRING RETURN 1/2 BELIMO TR24 1.0 4.7 0.46 BELIMO CCV-B208 LAST 200 CCV 30-100% CV-RCP-1.1 (1.0-1.7 GPM) 2-WAY NON-SPRING RETURN
1/2 BELIMO TR24 1.7 4.5 0.85 BELIMO CCV-B209 LAST 200 CCV 30-100% BELIMO CCV-B262CLOSED 200 CCV 30-100%2-1/2 160 4.6 75.02-WAY SPRING RETURN BELIMO ARX24-SR-T BELIMO CCV-B321BLAST 200
CCV 30-100%3/4 50 4.4 24.03-WAY NON-SPRING RETURN BELIMO LRB24 STEAM CONTROL VALVE SCHEDULE UNIT NO. TYPE VALVE PIPE SIZE (IN) ACTUATOR MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) REMARKS
CV-HX-1 2-WAY SPRING RETURN 1 FISHER 2052 MAX LBS/HR 820 MAX INLET PRESSURE (PSI) 15 CV 20 CONTROL VALVE MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) FISHER V300 FAIL POSITION CLOSED
CLOSE OFF RATING (PSI) 200 VALVE CHARACTERISTIC VALVE TURNDOWN 300:1 MODIFIED EQUAL PERCENTAGE CV-HX-2 2-WAY SPRING RETURN 1 FISHER 2052 1,311 15 32 FISHER V300 CLOSED 200 MODIFIED
EQUAL PERCENTAGE 300:1 CV-HX-3 2-WAY SPRING RETURN 1 FISHER 2052 1,311 15 32 FISHER V300 CLOSED 200 MODIFIED EQUAL PERCENTAGE 300:1 CV-(XR)CHILLED BEAM (<0.6 GPM) 2-WAY NON-SPRING RETURN
1/2 BELIMO TR24 0.6 4.7 0.3 BELIMO CCV-B207 LAST 200 CCV 30-100% 2-WAY NON-SPRING RETURN 1/2 BELIMO TR24 1.0 4.7 0.46 BELIMO CCV-B208 LAST 200 CCV 30-100% 2-WAY NON-SPRING RETURN 1/2
BELIMO TR24 1.7 4.5 0.85 BELIMO CCV-B209 LAST 200 CCV 30-100% CV-(XR)CHILLED BEAM (0.6-1.0 GPM) CV-(XR)CHILLED BEAM (1.0-1.7 GPM) MANUFACTURER MODEL NUMBER (AS STANDARD) SERVICE UNIT
NO. CFM OUTPUT (MBH) SIZE W X H (IN.) FACE VELOC. (FPM) ROWS EAT (°F) LAT (°F) AIR DATA P.D. (IN.WG) GPM WATER DATA EWT (°F) LWT (°F) P.D. (FT.) REMARKS RHC-1-8 SUPPLY AIR 450 12.2
10x10 620 2 55 80 0.22 1.2 130 109.4 0.7 AEROFIN HWP-12.0AF-10.5 X 10.0-2-11 RHC-1-12 SUPPLY AIR 1,000 27.0 18x12 670 2 55 80 0.24 3.3 130 113.3 0.5 AEROFIN HW-12.0AF-12.0 X 18.0-2-0.333
RHC-1-14 SUPPLY AIR 1,300 35.1 20x14 700 2 55 80 0.26 3.9 130 111.6 0.8 AEROFIN HW-12.0AF-13.5 X 20.0-2-0.333 RHC-2-12 SUPPLY AIR 2,000 54.0 26x16 700 2 55 80 0.25 5.3 130 109.2 0.9
AEROFIN HW-12.0AF-16.5 X 26.0-2-0.333 RHC-2-14 SUPPLY AIR 2,800 75.6 32x18 700 2 55 80 0.26 6.6 130 106.6 1.5 AEROFIN HW-12.0AF-18.0 X 32.0-2-0.333 FLOOR PLAN LAYOUT UTILIZES BOTH LEFT
AND RIGHT HAND COIL CONNECTIONS. CONTRACTOR SHALL COORDINATE LOCATION AND ORIENTATION OF EACH COIL.1 LABORATORY VARIABLE AIR VOLUME TERMINAL BOX AND AIR BALANCE SCHEDULE ROOM NUM ROOM
NAME ROOM DIMENSIONS CODE MINIMUM VENTILATION EXHAUST AIR SUPPLY AIR XFER AREA (SF) HEIGHT (FT) NYS OUTDOOR AIRFLOW (NOTE 2) NYS EXHAUST AIRFLOW (NOTE 3) EXHAUST POINT EXHAUST TYPE
VALVE SIZE SOUND ATTENUATOR VALVE RANGE OCCUPIED SASH OPEN (NOTE 4) OCCUPIED SASH CLOSED COOLING PEAK (NOTE 5) OCCUPIED SASH CLOSED MINIMUM (NOTE 5) UNOCCUPIED SASH FULL (NOTE 6) UNOCCUPIED
SASH OPEN (NOTE 7) UNOCCUPIED SASH CLOSED (NOTE 8) SUPPLY POINT VALVE SIZE REHEAT COIL SOUND ATTENUATOR VALVE RANGE OCC SASH OPEN (NOTE 4) OCC SASH CLOSED COOLING PEAK (CFM) OCC SASH
CLOSED MINIMUM (CFM) UNOCC SASH FULL (CFM) UNOCC SASH OPEN (CFM) UNOCC SASH CLOSED (CFM) ALL MODES (CFM)MAX MIN 100 FPM 80 FPM MAX MIN 100 FPM 80 FPM (CFM) (ACH) (CFM) (ACH) (CFM) (CFM)
(CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (CFM) (CFM) (CFM) 276A GLASSWASH 111 10 65 3.5 115 6 EV-2.4 CANOPY HOOD 1-12 SATT-EV3 1005
100 530 28.6 530 28.6 530 28.6 530 28.6 530 28.6 530 28.6 265 14.3 SV-2.4 1-12 RHC-1-12 SATT-SV2 1005 100 485 485 485 485 485 485 220 -45 TOTAL 530 530 530 530 530 530 265 276B TISSUE
CULTURE (MAMMALIAN) 170 10 105 3.7 170 6 EV-2.13 GEN EXH 1-8 SATT-EV1 450 50 230 8.1 230 8.1 130 4.5 130 4.5 230 8.1 215 7.5 215 7.5 SV-2.3 1-8 RHC-1-8 SATT-SV1 450 50 130 130 750 130
130 130 115 -100 TOTAL 230 230 130 130 230 215 215 276C TISSUE CULTURE (BACTERIAL) 158 10 90 3.4 160 6 EV-2.12 GEN EXH 1-8 SATT-EV1 450 50 215 8.1 215 8.1 115 4.3 115 4.3 215 8.1 215
8.1 215 8.1 SV-2.8 1-8 RHC-1-8 SATT-SV1 450 50 115 115 685 115 115 115 115 -100 TOTAL 215 215 115 115 215 215 215 276 OPEN RESEARCH LAB 2358 10 1275 3.2 2360 6 EV-2.2 POINT EXHAUST
1-8 SATT-EV1 450 50 400 15.6 400 12.1 400 12.8 400 7.6 400 15.6 400 8.3 400 7.6 SV-2.1 1-14 RHC-1-14 SATT-SV3 1300 200 1180 955 930 605 1180 535 605 150 EV-2.5 FUME HOOD 1-12 SATT-EV3
1005 100 825 660 300 300 825 345 300 SV-2.2 1-14 RHC-1-14 SATT-SV3 1300 200 1180 955 930 605 1180 535 605 EV-2.6 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 SV-2.5
1-12 RHC-1-12 SATT-SV6 1005 100 1000 810 790 510 1000 450 510 EV-2.7 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 SV-2.6 2-12 RHC-2-12 SATT-SV7 2005 200 2000 1615 1575
1020 2000 900 1020 EV-2.8 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 SV-2.7 2-12 RHC-2-12 SATT-SV8 2005 200 2000 1615 1575 1020 2000 900 1020 EV-2.9 FUME HOOD 1-12
SATT-EV2 1005 100 825 660 300 300 825 345 300 EV-2.10 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 EV-2.1 GEN EXH 1-12 SATT-EV3 1005 100 267 133 947 267 267 267 267
EV-2.3 GEN EXH 1-12 SATT-EV3 1005 100 267 133 947 267 267 267 267 EV-2.11 GEN EXH 1-12 SATT-EV3 1005 100 267 133 947 267 267 267 267 TOTAL 6,150 4,760 5,040 3,000 6,150 3,270 3,000
276D ICVD ROOM 395 10 215 3.3 395 6 EV-2.17 GEN EXH 1-14 SATT-EV4 1300 200 400 35.6 200 27.6 1,065 29.8 400 19.7 400 35.6 400 21.1 400 19.7 SV-2.9 1-14 RHC-1-14 SATT-SV3 1300 200 1145
1065 885 550 1145 395 550 -200 EV-2.16 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 SV-2.10 1-14 RHC-1-14 SATT-SV3 1300 200 1145 1065 885 550 1145 395 550 EV-2.15 FUME
HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 EV-2.14 POINT EXHAUST 1-8 SATT-EV1 450 50 300 300 300 300 300 300 300 TOTAL 2,350 1,820 1,965 1,300 2,350 1,390 1,300 367B LIGHT
SCATTERING 57 10 50 5.3 60 6 EV-3.10 GEN EXH 1-8 SATT-EV1 450 50 170 11.5 170 11.5 370 38.9 70 4.7 170 11.5 170 11.5 170 11.5 SV-3.8 1-8 RHC-1-8 SATT-SV1 450 50 70 70 270 70 70 70 70
-100 TOTAL 170 170 370 70 170 170 170 367A FLUORESCENCE MICROSCOPE 66 10 50 4.5 70 6 EV-3.16 GEN EXH 1-8 SATT-EV1 450 50 150 11.2 150 11.2 410 37.2 50 3.7 150 11.2 150 11.2 150 11.2
SV-3.9 1-8 RHC-1-8 SATT-SV1 450 50 50 50 310 50 50 50 50 -100 TOTAL 150 150 410 50 150 150 150 367 OPEN RESEARCH LAB 2323 10 1265 3.3 2325 6 EV-3.8 VENT ENCLOSURE 1-8 SATT-EV1 450 50
340 15.2 340 12.6 340 15.3 340 8.4 340 15.2 340 9.0 340 8.4 SV-3.1 1-12 RHC-1-12 SATT-SV2 1005 100 580 495 580 315 580 295 315 -200 EV-3.9 VENT ENCLOSURE 1-8 SATT-EV1 450 50 340 340
340 340 340 340 340 SV-3.3 1-12 RHC-1-12 SATT-SV6 1005 100 1000 850 1000 540 1000 510 540 EV-3.9 GAS CABINET 1-8 SATT-EV1 450 50 200 200 200 200 200 200 200 SV-3.4 2-12 RHC-2-12 SATT-SV8
2005 200 1500 1275 1500 805 1500 760 805 EV-3.2 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 SV-3.5 2-12 RHC-2-12 SATT-SV8 2005 200 1500 1275 1500 805 1500 760 805 EV-3.4
FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 SV-3.6 1-12 RHC-1-12 SATT-SV2 1005 100 580 495 580 315 580 295 315 EV-3.13 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300
300 825 345 300 SV-3.7 1-12 RHC-1-12 SATT-SV2 1005 100 580 495 580 315 580 295 315 EV-3.14 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 EV-3.7 FUME HOOD 1-12 SATT-EV3
1005 100 825 660 300 300 825 345 300 EV-3.1 GEN EXH 1-14 SATT-EV4 1300 200 318 255 1,256 318 318 318 318 EV-3.15 GEN EXH 1-14 SATT-EV3 1300 200 263 210 1,038 263 263 263 263 EV-3.11
GEN EXH 1-14 SATT-EV4 1300 200 318 255 1,256 318 318 318 318 TOTAL 5,905 4,900 5,930 3,280 5,905 3,505 3,280 367F E-BEAM DEPOSITION ROOM 173 10 105 3.6 175 6 EV-3.3 FUME HOOD 1-12 SATT-EV3
1005 100 525 18.2 420 14.5 190 6.5 190 6.5 525 18.2 345 11.9 190 6.5 SV-3.2 1-12 RHC-1-12 SATT-SV2 1005 100 475 370 1125 190 475 295 190 -100 TOTAL 525 420 190 190 525 345 190 1 1 1
SUPPLY AIRFLOWS SHOWN FOR OPEN LABS ARE BASED ON FUTURE FUME HOODS. UNTIL THESE HOODS ARE INSTALLED SUPPLY AIRFLOWS WILL BE LOWER THAN SCHEDULED VALUES. PER CONTROL SEQUENCES SUPPLY
VALVES WILL MODULATE TO MAINTAIN ROOM DIFFERENTIAL AIRFLOW SETPOINT. 2 2 2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel:
617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M6.20 29313.00 11/30/18 HVAC - SCHEDULES # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DocuSign
Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA 12/18/2018 RADIANT CEILING PANEL SCHEDULE UNIT NO. PASSES WIDTH (IN.) WATER TEMP (DEG F) GPM PER FT BTUH PER FT. LENGTH PIPE RUNOUT
SIZE MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) REMARKS ENT LVG RCP-1.1 2 10 200 180 0.026 255 REFER TO PLANS 1 STERLING 2-PASS EXPOSED PANEL CB-258-01 8 0.5 50 3,420 0.7 3.7 58.0
CB-265-01 CB-265-02 8 0.5 93 4,136 0.3 0.8 CB-265-03 CB-265A-01 8 0.4 45 3,514 0.3 14.6 CB-265A-02 CB-278-02 PRIMARY AIR PRESSURE PRIMARY AIR FLOW RATE TOTAL COOLING CHILLED WATER FLOW
RATE WATER PRESSURE DROP ENTERING WATER TEMP (COOLING) UNIT TAG UNIT MODEL NOMINAL LENGTH (FEET) (INCH W.C.) (CFM) (BTUH) (GPM) (°F) (FEET W.C.) AIR DATA CHILLED WATER COIL DATA TROX
DID600R TROX DID600R TROX DID600R TROX DID600R TROX DID600R TROX DID600R TROX DID600R 58.0 58.0 8 0.5 93 4,136 0.3 0.8 58.0 8 0.5 93 4,136 0.3 0.8 58.0 8 0.4 45 3,514 0.3 14.6 58.0
8 0.7 60 4,382 1.5 14.6 58.0 REMARKS CB-278-01 8 0.7 60 4,382 1.5 14.6 TROX DID600R 58.0 CB-360-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-360-02 TROX TCB 12 N/A 4,500 1.5 1.25 58.0
N/A CB-361-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-361-02 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-362-02 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-375-01 TROX TCB 12 N/A 4,500
1.5 1.25 58.0 N/A CB-375-02 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-377-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A SOUND ATTENUATOR SCHEDULE FAN COIL UNIT SCHEDULE UNIT NO. CFM FAN
E.S.P. (IN.WG) HP FAN MOTOR CONTROL ELECT. DATA V/Ø/Hz TOTAL MBH SENSIBLE MBH GPM EWT (°F) COOLING COIL LWT (°F) P.D. (FT.) ROWS EAT DB(°F) EAT WB(°F) MANUFACTURER MODEL NUMBER (AS
STANDARD) REMARKS FCU-1 600 0.4 1/3 ECM 120/1/60 6.7 6.7 1.3 58 68 2.9 6 73 61.7 WILLIAMS HP-008 FCU-2 900 0.4 1/2 120/1/60 11.5 11.5 2.7 58 67 4.4 6 73 62 WILLIAMS HP-012 FCU-3 1,350
0.4 1/3 120/1/60 15.9 15.9 3.5 58 67 2.6 6 73 62 WILLIAMS HP-018 EXISTING TO BE RELOCATED CHILLED BEAM SCHEDULE FCU-4 450 0.0 1/3 120/1/60 14.2 12.5 2.0 47 61 4.4 6 80 65 STANDBY POWER
NO NO NO NO ECM ECM ECM WILLIAMS HP-006 TYPE CONCEALED HORIZONTAL DUCTED CONCEALED HORIZONTAL DUCTED CONCEALED HORIZONTAL DUCTED EXPOSED CABINET HORIZONTAL DISCHARGE BOTTOM INLET FCU-5
600 0.0 1/20 120/1/60 12.9 12.9 6 58 62 14.4 3 80 65 YES PSC 3-SPEED MULTIAQUA MHWW-24EXPOSED CABINET HIGH-WALL TYPE UNIT NO. SERVICE LOCATION CFM OVERALL SIZE W X H X L (IN) FACE VELOCITY
(FPM) P.D. (IN. W.G.) DYNAMIC INSERTION LOSS (dB) 63 HZ 125 HZ 250 HZ 500 HZ 1000 HZ 2000 HZ 4000 HZ 8000 HZ AIR FLOW FORWARD OR REVERSE MANUFACTURER MODEL NUMBER (AS STANDARD) REMARKS
SATT-SV2 SUPPLY LABORATORY SUPPLY VALVE 1,000 18x12x36 670 0.05 4 5 11 19 22 20 15 7 FORWARD VIBRO-ACOUSTICS RFL-MV-F7 SATT-SV5 SUPPLY LABORATORY SUPPLY VALVE 2,800 32x18x36 700 0.06
4 6 10 17 20 21 20 12 FORWARD VIBRO-ACOUSTICS RFL-MV-F8 SATT-SV1 SUPPLY LABORATORY SUPPLY VALVE 450 10x10x36 650 0.05 4 5 11 19 20 19 14 7 FORWARD VIBRO-ACOUSTICS RFL-MV-F6 SATT-SV3
SUPPLY LABORATORY SUPPLY VALVE 1,300 20x14x36 670 0.05 FORWARD VIBRO-ACOUSTICS RFL-MV-F6 SATT-SV4 SUPPLY LABORATORY SUPPLY VALVE 2,000 26x16x36 700 0.06 4 6 13 19 17 16 12 7 FORWARD
VIBRO-ACOUSTICS RFL-MV-F3 SATT-EV1 EXHAUST LABORATORY EXHAUST VALVE 450 10x10x36 650 0.06 6 5 10 15 14 11 9 8 REVERSE VIBRO-ACOUSTICS RNM-MV-F6 TYPE FILM-LINED MEDIA FILM-LINED MEDIA
FILM-LINED MEDIA FILM-LINED MEDIA FILM-LINED MEDIA NO MEDIA SATT-EV3 EXHAUST LABORATORY GENERAL EXHAUST 1,000 12x12x36 1,000 0.07 REVERSE VIBRO-ACOUSTICS RNM-HV-F4 NO MEDIA SATT-EV2
EXHAUST LABORATORY EXHAUST VALVE 825 12x12x48 825 0.06 6 3 3 6 12 7 3 2 REVERSE VIBRO-ACOUSTICS RNM-UHV-F9-L22706 ELBOW NO MEDIA SATT-SV6 SUPPLY LABORATORY SUPPLY VALVE 1,000 18x12x60
670 0.11 6 11 17 20 32 35 26 17 FORWARD VIBRO-ACOUSTICS REFL-MV-F9-L22706 ELBOW FILM-LINED MEDIA 4 5 11 19 20 19 14 7 SATT-EV4 EXHAUST LABORATORY GENERAL EXHAUST 1,300 14x14x36 955
0.07 6 5 10 14 9 8 6 5 REVERSE VIBRO-ACOUSTICS RNM-HV-F2 NO MEDIA SATT-EXH-1 EXHAUST LABORATORY EXHAUST FAN 6,500 30x28x36 1,100 0.08 5 6 15 16 10 10 10 10 REVERSE VIBRO-ACOUSTICS RNM-HV-F1
NO MEDIA 5 5 13 15 10 9 8 8 SATT-EXH-2 EXHAUST LABORATORY EXHAUST FAN 10,225 32x30x60 1,500 0.15 5 6 15 16 10 10 10 10 REVERSE VIBRO-ACOUSTICS RNM-HV-F1 NO MEDIA 1 2 SUPPLY FANS SHALL
HAVE INTEGRAL GRAVITY BACKDRAFT DAMPERS AND INLET PIEZOMETER RINGS FOR AIRFLOW MEASUREMENT. PROVIDE SINGLE POINT 480V/3Ø FUSED DISCONNECT SWITCH WITH INTERNAL WIRED POWER TO FAN MOTORS.
PROVIDE ADDITIONAL 120V/1Ø CONNECTION FOR LIGHTS AND CONTROLS. 1 2 SATT-SV7 SUPPLY LABORATORY SUPPLY VALVE 2,000 26x16x60 700 0.11 6 9 14 17 28 31 22 17 FORWARD VIBRO-ACOUSTICS REFL-MHV-F8-L22706
ELBOW FILM-LINED MEDIA SATT-AHU-A SUPPLY AHU-A 18,200 48x38x60 1,400 0.1 3 4 8 13 14 11 9 5 FORWARD VIBRO-ACOUSTICS RFL-HV-F4 FILM-LINED MEDIA SATT-SV8 SUPPLY LABORATORY SUPPLY VALVE
2,000 26x16x60 700 0.09 6 9 14 17 30 34 24 18 FORWARD VIBRO-ACOUSTICS REFL-MHV-F9-L22706 TEE FILM-LINED MEDIA 1 FILM LINING SHALL BE HOSPITAL GRADE. MEDIA SHALL BE MOLD RESISTANT. 1
1 1 1 1 1 1 1 1 3 3 REFER TO DETAILS FOR ROUNDED CORNER NOTES AND INSTALLATION. 2 2 2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M6.30 29313.00 11/30/18 HVAC - SCHEDULES # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DocuSign
Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA 12/18/2018 AHU-A SATT EXH-2 SATT EXH-1 SATT AREAWAY (POS) OUTSIDE AIR INTAKE ENERGY RECOVERY COIL BASEMENT LEVEL 1 LEVEL 3 ROOF LEVEL
2 LABORATORY SUPPLY SFD LABORATORY SUPPLY LABORATORY EXHAUST LABORATORY EXHAUST SFD WRITE-UP SUPPLY 38"x48"38"x48" 32"x30" 32"x30" 30"x28" WRITE-UP SUPPLY PENTHOUSE ROOF SFD LABORATORY
SUPPLY SFD 24"x20" 20"x24" 42"x24" 1. REFER TO FLOOR PLANS FOR ADDITIONAL INFORMATION ON DUCT SIZES AND OTHER REQUIREMENTS. 2. THE EXHAUST SYSTEM IS DESIGNED TO NOT BE HAZARDOUS PER
IMC-510. EH&S AND OWNER SHALL ENSURE CHEMICAL USAGE STAYS BELOW ALLOWABLE LIMITS. GENERAL NOTES: AHU A EF A.1 EF A.2 E 1 S 1 E 2 FROM EXISTING CHILLED BEAM SYSTEM FROM EXISTING CHILLED
BEAM SYSTEM AUDITORIUM SUPPLY (XM)AHU SERVING 2ND FLOOR AUDITORIUM AUDITORIUM RETURN Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M7.10 29313.00 11/30/18 HVAC - AIR RISER DIAGRAM # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID:
D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 C C W H C ER GS 2"HWS 1 ET 3 HX 2 HX 1 HX 2-1/2"GS 2-1/2"GS 2-1/2"GR 2"HWS (XM)2-1/2"HWR 2-1/2"LPR (XM)2-1/2"HWR 4"LPS 2-1/2"HWS 2-1/2"HWR
(XM)CBS (XM)CBR (XM)HWS (XM)HWR 2-1/2"GR 2-1/2"GR 2-1/2"GR 2-1/2"GR 2"HWS 2"HWR 2"HWS 2"HWR 3"CBS 3"CBR 2"HWS 2"HWR 2"HWS 2"HWR 3"CBS 3"CBR 2"HWR 2"HWS 2-1/2"LPS BASEMENT LEVEL 1 LEVEL
3 ROOF LEVEL 2 RHW 1 GW 1 AHU A CHWS BUILDING LOOP FROM EXISTING BUILDING LOOP TO EXISTING CHWR FEEDER CHEMICAL LPS BUILDING LOOP FROM EXISTING LPC CONDENSATE RECEIVER TO EXISTING GLYCOL
FILL SYSTEM 1" TO/FROM EXISTING PERIMETER HEATING HWS/R CBS/R PROCESS COOLING CHILLERS TO/FROM FAN COIL UNITS AND HWS PERIMETER HEATING FROM EXISTING PERIMETER HEATING TO EXISTING HWR
TO/FROM REHEAT COILS HWS/R GHW PUMPS CBS BUILDING LOOP FROM EXISTING BUILDING LOOP TO EXISTING CBR (P.O.S.) (XM)TO FLOOR DRAIN FEEDER (XM)CHEMICAL LPS BUILDING LOOP FROM EXISTING LPC
CONDENSATE RECEIVER TO EXISTING (XM)P-3 (XM) AIR SEPARATOR (XM)EXPANSION TANK P-3A (XM) HEAT EXCHANGER REPLACE EXISTING HWS/R PIPING IN BASEMENT AND IN SHAFT TO 3" TO/FROM EXISTING
PERIMETER HEATING HWS/R CBS/R PROCESS COOLING CHILLERS TO/FROM FAN COIL UNITS AND TO/FROM REHEAT COILS HWS/R AIR SEPARATOR PROVIDE ISOLATION VALVE AND CAP FOR MANUAL FILL AND 55 GALLON
DRUM TO RECEIVE RELIEF VALVE DISCHARGE. P 5 P 6 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 NTS M7.20 29313.00 11/30/18 HVAC - HYDRONIC/STEAM RISER DIAGRAM # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B5
39 12/10/2018 MAH MAL C C C C ECM MT R XS AI AI BAS INSTRUMENT LEGEND GENERAL INSTRUMENT/FUNCTION SYMBOLS LINETYPE LEGEND EQUIPMENT SYMBOLS HVAC CONTROL SYSTEM NOTES - GENERALTYPICAL
VARIABLE FREQUENCY DRIVE AND ECM CONTROL PO INTS SENSOR LEGEND XX XX ## XY XX YA XX DI SI XX DI YA XX DI PDC XX AO FC XX DO FC 01 AO YA 01 DI ACTUATOR - SEE DRAWINGS & SPECS FOR VALVE
TYPE TWO WAY VALVE ASSOCIATED WITH DUCT SMOKE DETECTOR WITH AUXILIARY CONTACTS AND MANUAL RESET BACKPRESSURE REGULATOR, SELF CONTAINED PRESSURE REDUCING REGULATOR HAND-OFF-AUTOMATIC
CONTROL STATION REFER TO DIVISION 16 DWGS SELF CONTAINED HIGH & LOW MOISTURE "OUT OF RANGE" LIMITS FOR FAULTY SENSOR ALARM ACTUATOR - SEE DRAWINGS & SPECS FOR VALVE TYPE THREE WAY VALVE
ASSOCIATED WITH OPPOSED BLADE DAMPER ASSOCIATED WITH ACTUATOR WHEN IDENTICAL, MULTIPLE INSTRUMENTS EXIST WITHIN A LOOP, THEY ARE INDIVIDUALLY, SEQUENTIALLY NUMBERED HERE. X = ANALOG(A)
OR DIGITAL(D) Y = OUTPUT(O) OR INPUT(I) STATION AIR FLOW USERS CHOICE(*) MULTIFUNCTION(*) UNCLASSIFIED(*) USERS CHOICE(*) SYMBOL MODIFIER HEAT EXCHANGER PUMP HEAT EXCHANGER PROP FAN
FILTER PLATE/FRAME SHELL/TUBE FAN TUBULAR CENTRIFUGAL CENTRIFUGAL FAN PLUG FAN OR VANEAXIAL VOLUME TERMINAL VARIABLE AIR TEMPERATURE RADIATION EVENT (STATUS) USERS CHOICE(*) MULTIVARIABLE(*)
WEIGHT OR FORCE SMOKE EXAMPLE: PT=PRESSURE TRANSMITTER, HS=HAND SWITCH VIBRATION, MECH ANALYSIS SPEED OR FREQUENCY QUANTITY OR EVENT(*) PRESSURE (OR VACUUM) POSITION, DIMENSION MOISTURE
WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS. L M LEVEL N O (*) R Y W X Z T S U V Q P PILOT LIGHT SENSOR TAG ID DEVICE OR OR SETPOINT
XXX START/STOP SS ON/OFFOO AUTOAUTO OPEN/CLOSEOC MODIFIER SYMBOLS AND DESCRIPTIONS SHOWN BELOW ORIFICE, RESTRICTION USERS CHOICE(*) RECORD OR PRINT MULTIFUNCTION(*) UNCLASSIFIED(*)
POINT (TEST CONNECTION) MOMENTARY LIGHT (PILOT) INTEGRATE WELL SAFETY INTEGRATE LOW USERS CHOICE(*) RELAY OR COMPUTE(*) TRANSFORMER MULTIFUNCTION(*) SWITCH VALVE TRANSMIT ANALYSIS CURRENT
FLOW RATE VOLTAGE BURNER FLAME HAND (MANUAL) TIME OR SCHEDULE DEWPOINT B A I J K POWER E G F H GAS C D USERS CHOICE(*) SENSOR (PRIMARY ELEMENT) ALARM MODIFIER INDICATE SCAN RATE OF
CHANGE GLASS RATIO DIFFERENTIAL FIRST LETTER(S) MODIFIER SUCCEEDING LETTERS OUTPUT FUNCTION CONTROL STATION GATE CONTROL DAMPER HIGH USERS CHOICE(*) SYMBOL DESCRIPTION DESCRIPTION SYMBOL
INSTRUMENT LINE USERS CHOICE(*) TEMPERATURE ALARM LOW LIMITTSL PRESSURE ALARM HIGH LIMITPAH TEMPERATURE ALARM HIGH LIMITTSH PRESSURE ALARM LOW LIMITPAL MOISTURE ALARM HIGH LIMITMAH
MOISTURE ALARM LOW LIMITMAL MANUAL RESETR DESCRIPTIONSYMBOL BOX OR VALVE WITH REHEAT COIL VOLUME TERMINAL VARIABLE AIR BOX OR VALVE MOTOR STARTER VARIABLE FREQUENCY DRIVE PARALLEL BLADE
DAMPER ASSOCIATED WITH ACTUATOR SAMPLE DEVICE TAGS PROCESS LINE BAS INPUT/OUTPUT IDENTIFIER CONTROL DEVICE OR INSTRUMENT TAG INSTRUMENTATION IDENTIFICATION TAGS SHOWN ON THE ENCLOSED
CONTROL DRAWINGS ARE INTENDED TO BE SPECIFIC FOR EACH SEQUENCE. NO ATTEMPT HAS BEEN MADE TO COORDINATE SEQUENTIAL TAGS IN ALL SEQUENCES AS THIS EFFORT WOULD NOT AID IN THE UNDERSTANDING
OF THE DESIGN INTENT. THEREFORE THERE MAY BE INSTRUMENTS ON THE CONTROL DRAWINGS WHICH APPEAR TO HAVE THE SAME IDENTIFICATION NUMBER. PROVIDE AND COORDINATE A COMPLETE LIST OF INSTRUMENTATION,
THE ASSOCIATED IDENTIFICATION TAGS AND A CROSS REFERENCE TO BE USED IN THE BAS (BUILDING AUTOMATION SYSTEM) PROGRAM CODE. NOTES: MODULATING ACTUATOR WITH PILOT POSITIONER - FAILS OPEN
(PNEUMATIC ACTUATORS ONLY) MODULATING ACTUATOR WITH PILOT POSITIONER - FAILS CLOSED (PNEUMATIC ACTUATORS ONLY) MODULATING ACTUATOR WITH AN INTEGRAL PILOT POSITIONER (PNEUMATIC ACTUATORS
ONLY) MODULATING ACTUATOR WITHOUT INTEGRAL PILOT POSITIONER MODULATING ACTUATOR WITHOUT PILOT POSITIONER FAILS OPEN MODULATING ACTUATOR WITHOUT PILOT POSITIONER FAILS CLOSED TWO POSITION
ACTUATOR, FAILS OPEN TWO POSITION ACTUATOR, FAILS CLOSED 1. ELECTRICAL POWER WIRING: ALL POWER WIRING AND CONNECTIONS REQUIRED TO OPERATE BUILDING AUTOMATION CONTROL SYSTEM (BAS) AND
ALL CONTROL COMPONENTS SHALL BE PROVIDED UNDER THIS SECTION AND SHALL COMPLY WITH REQUIREMENTS OF DIVISION 26 SECTIONS. PROVIDE NORMAL AND STANDBY POWER WIRING TO ALL CONTROL DEVICES
TO PERFORM SEQUENCES OUTLINED. AS A MINIMUM THE BAS (ALL CONTROL PANELS, WORKSTATION, HOST COMPUTERS) SHALL BE CONNECTED TO STANDBY POWER. ELECTRICAL CIRCUITS FOR ALL CONTROLS SHALL
BE DEDICATED ONLY TO THE BUILDING AUTOMATION CONTROL SYSTEM AND COMPONENTS. ALL WIRING FROM AND INCLUDING DEDICATED CIRCUIT BREAKERS TO THE POINT OF USE SHALL BE PROVIDED BY THIS SECTION.
2. SEQUENCES OUTLINED (UNLESS OTHERWISE SPECIFIED) SHALL BE PERFORMED BY DIRECT DIGITAL CONTROL FIELD PANELS (DDCFPS) AND LOCALLY MOUNTED DIRECT DIGITAL UNIT CONTROLLERS CONNECTED TO
A CENTRAL BUILDING AUTOMATION SYSTEM. SYSTEM ARCHITECTURE SHALL BE BASED ON A PEER-TO-PEER DISTRIBUTED CONTROL SYSTEM NETWORK. SYSTEM SHALL INTEGRATE OPEN COMMUNICATION PROTOCOL CONTROLLERS.
ALL DDCFP AND LOCAL CONTROLLER SHALL BE CAPABLE OF INDEPENDENT OPERATION REGARDLESS OF THE STATUS OF THE BAS WORKSTATION. 3. ALL ZONE CONTROL DEVICES SHOULD BE CONTROLLED DIRECTLY BY
A LOCAL CONTROLLER. COORDINATION OF THESE DEVICES SHOULD NOT RELY ON THE NETWORK TO COMMUNICATE ACROSS THE ZONE. ZONES NEED TO BE ABLE TO OPERATE INDEPENDENTLY FROM BMS. 4. ALL SETPOINTS
AND TIME DELAYS SHALL BE ADJUSTABLE BY THE OPERATOR THROUGH THE BAS WORKSTATION AND THROUGH LAPTOP SERVICE TOOL CONNECTED TO DDCFPS AND CONTROLLERS WITHOUT ANY HARDWARE OR SOFTWARE
REVISIONS. 5. ADDRESS IDENTIFIERS FOR ALL POINTS AND VARIABLES SHALL BE COORDINATED WITH OWNER AND EXISTING CONTROLS AND SHALL BE APPROVED BY THE FACILTY OWNER. 6. ABILITY TO REVIEW
ALL MEASURED DATA, CONTROL SETPOINTS AND FUNCTIONS SHALL BE PROVIDED AT BAS WORKSTATION AND ON LAPTOP SERVICE TOOL. 7. PROVIDE MENU DRIVEN CAPABILITY TO OVERRIDE AUTOMATED START/STOP
OR OPERATING MODES FOR EACH PIECE OF EQUIPMENT (INCLUDING PUMPS, AIR HANDLING UNITS, VV BOXES, ETC...) AT LOCAL CONTROL PANEL. IF A SEQUENCE IS DISABLED BY MANUAL INPUT AND THE BAS
ATTEMPTS AN AUTOMATED CHANGE IN OPERATING MODE, AN ALARM SHALL BE INITIATED AT THE BAS STATING THAT THE SYSTEM WAS UNABLE TO CHANGE THE MODE DUE TO USER INPUT. WHERE APPLICABLE A MANUAL
INPUT COMMAND WILL THEN BE REQUIRED FROM THE USER INSTRUCTING THE BAS TO START THE NEXT SEQUENTIAL PIECE OF EQUIPMENT. 8. THE DESIGN INTENT IS FOR THE BAS TO MONITOR PRESSURES, TEMPERATURES
AND FLOWS AND TO CONTROL VALVES, VARIABLE FREQUENCY DRIVES (VFDS), AHUS, PUMPS, ETC.... MONITORED DATA WILL BE USED TO ENERGIZE OR DE-ENERGIZE EQUIPMENT IN ACCORDANCE WITH THE SEQUENCES
OUTLINED. ALL COMMON INFORMATION (E.G. OUTSIDE AIR TEMPERATURE AND HUMIDITY) SHALL BE MEASURED AND COMMUNICATED IN AT LEAST (3) LOCATIONS. 9. ALL EQUIPMENT CONTROLLED BY THE BAS SHALL
BE CAPABLE OF MANUAL OPERATION THROUGH HAND-OFF-AUTOMATIC (HOA) SWITCHES LOCATED IN THE MOTOR STARTERS OR VARIABLE FREQUENCY DRIVES. THE POSITIONING OF ALL VALVES CONTROLLED BY THE
BAS SHALL BE CAPABLE OF MANUAL POSITIONING (OPEN, CLOSED, MODULATED, AUTO) VIA LABELED POTENTIOMETERS AND SWITCHES. SAFETY DEVICES SHALL FUNCTION AND SHUT DOWN THE ASSOCIATED EQUIPMENT
WHEN THE MANUAL SWITCHES ARE IN BOTH THE HAND AND AUTO POSITIONS. 10. COORDINATE ALL SENSOR INSTALLATION LOCATIONS AND SUBMIT PROPOSED POSITIONS ON APPLICABLE PIPING AND DUCTWORK COORDINATION
SUBMITTALS. COORDINATE AND ENSURE MANUFACTURER'S RECOMMENDED UPSTREAM AND DOWNSTREAM PIPE OR DUCT DIAMETERS ARE PROVIDED. SPECIAL ATTENTION IS REQUIRED FOR FLOW ELEMENTS AND TRANSMITTERS.
IN THE FOLLOWING SEQUENCES, THE SYMBOL FE REFERS TO FLOW ELEMENTS OF THE PITOT TUBE TYPE. THE SYMBOL FT, WHEN ATTACHED TO AN FE, REFERS TO A FLOW TRANSMITTER. THE SYMBOL FT ALONE, REFERS
TO A COMBINATION FLOW ELEMENT AND TRANSMITTER. 11. UNLESS OTHERWISE NOTED, THE SYMBOL TT, WHEN ATTACHED TO AN TE, REFERS TO A TEMPERATURE SENSOR CONNECTED TO A SEPARATE TEMPERATURE
TRANSMITTER. THE SYMBOL TT ALONE, REFERS TO A COMBINATION TEMPERATURE SENSOR AND TRANSMITTER. 12. PROVIDE COMMUNICATIONS INTERFACE INCLUDING SOFTWARE BETWEEN THE BAS AND EACH EQUIPMENT
MANUFACTURER SUPPLIED CONTROL PANEL. BAS SHALL BE CAPABLE OF READING AND DISPLAYING ALL DATA USED BY THE EQUIPMENT MANUFACTURER CONTROL PANEL. SOFTWARE INTERFACE SHALL BE THROUGH LONMARK
OR BACNET COMPLIANT PROTOCOL WHERE THE BAS IS REQUIRED TO CONTROL THE OPERATION OF THE EQUIPMENT. PROVIDE COMPLETE INPUT AND OUTPUT INTERFACE. 13. FAIL SAFE POSITIONS INDICATED ARE
POSITIONS THAT DEVICES WILL GO TO WHEN THE ASSOCIATED EQUIPMENT IS DE-ENERGIZED. 14. PROVIDE ADEQUATE DAMPING OF ALL MODULATING CONTROL LOOPS TO PREVENT HUNTING. MAXIMUM RESPONSE TIME
SHALL BE 30 SECONDS. ALL CONTROL LOOPS SHALL BE TUNED TO PROVIDE FOR STABLE OPERATION OF THE CONTROL DEVICE. LOOP TUNING MAY BE REQUIRED TO BE PERFORMED MULTIPLE TIMES DURING MULTIPLE
CONTROL SCENARIOS. 15. WHENEVER A UNIT IS SHUT DOWN BECAUSE OF ONE OF IT'S SAFETIES, THE BAS SHALL RETAIN IN MEMORY THE READING AND SETPOINT OF EACH ASSOCIATED DEVICE TO HELP THE OPERATOR
IN ISOLATING THE CAUSE OF THE SHUT DOWN. BAS SHALL INCLUDE AN ON SCREEN MANUAL RESTART BUTTON FOR EACH SYSTEM AND PIECE OF EQUIPMENT TO ALLOW REMOTE RESTART AT THE BAS WORKSTATION.
16. WHENEVER AN ALARM IS INITIATED, THE BAS SHALL RETAIN IN MEMORY THE READING AND SETPOINT OF EACH ASSOCIATED DEVICE TO HELP THE OPERATOR IN ISOLATING THE CAUSE OF THE ALARM. 17. IF
ANY DDCFP OR EQUIPMENT MANUFACTURER CONTROL PANEL LOSES COMMUNICATION WITH THE BAS NETWORK, AN ALARM SHALL BE INITIATED AT THE BAS INDICATING THE LOCATION OF THE FAULT. 18. THE FOLLOWING
DEFINITIONS APPLY TO THE SEQUENCES OF OPERATION: a. BAS: PERSONAL COMPUTER BASED WORKSTATION b. DDCFP: DIRECT DIGITAL CONTROL FIELD PANEL. DDCFPS ARE APPLICATION BASED LOCAL SYSTEM
CONTROLLERS WITH INPUTS FROM MONITORED DEVICES, OUTPUTS TO CONTROLLED DEVICES, CONTROLLING LOGIC SOFTWARE, AND NETWORKING CAPABILITY FOR COMMUNICATION WITH THE BAS. 18. WHENEVER A PIECE
OF EQUIPMENT IS TAKEN OFFLINE FOR MAINTENANCE, ALARMS RELATED TO THIS PIECE OF EQUIPMENT SHALL BE TEMPORARILY DISABLED. 19. WHERE CURRENT TRANSMITTERS ARE USED TO DETERMINE FAN OR EQUIPMENT
STATUS, A BELT OFF TEST SHALL BE PERFORMED TO DETERMINE CURRENT LOW POINT TO VERIFY STATUS. 20. ALL WALL MOUNTED TEMPERATURE OR HUMIDITY TRANSMITTERS SHALL HAVE ALL PENETRATIONS SEALED.
21. ALL INSTALLED CONTROL DEVICES SHALL BE INSTALLED IN SUCH A WAY TO BE ACCESSIBLE FOR MAINTENANCE AND REPAIR. 22. OCCUPANCY SCHEDULES: a. OCCUPANCY SCHEDULING SHALL BE CAPABLE OF
SCHEDULING BY AREA, ZONE, GROUPS OF ZONES, INDIVIDUALLY CONTROLLED EQUIPMENT AND GROUPS OF INDIVIDUALLY CONTROLLED EQUIPMENT. b. EACH SCHEDULE SHALL PROVIDE BEGINNING AND ENDING DATES
AND TIMES (HOURS:MINUTES). c. A WEEKLY REPEATING SCHEDULE (E.G. BETWEEN 8:00 A.M. AND 6:00 P.M., MONDAY THROUGH FRIDAY) SHALL CONSTITUTE ONE SCHEDULE, NOT FIVE. d. DATED SCHEDULES MAY
BE ENTERED IN ONE-YEAR ADVANCE. e. DATED SCHEDULES SHALL BE SELF-DELETING WHEN EFFECTIVE DATES HAVE PASSED. f. WHEN A TEMPERATURE OF A ROOM, AREA OR ZONE, SCHEDULED OFF OR UNOCCUPIED,
FALLS BELOW 55 F (ADJ.), THE SCHEDULE SHALL BE OVERRIDDEN AUTOMATICALLY AND THE ZONE SHALL BE OVERRIDDEN TO PROVIDE MINIMUM 55 F SPACE TEMPERATURE AND AN ALARM SHALL BE INITIATED THROUGH
THE BAS. g. WHEN A TEMPERATURE OF A ROOM, AREA OR ZONE, AS DESCRIBED ABOVE REACHES 55 F (ADJ.) PLUS A DEADBAND (ADJ.), THE SCHEDULE IS RESUMED. h. LEAP YEARS SHALL BE ADJUSTED AUTOMATICALLY
WITHOUT OPERATOR INTERVENTION. SCHEDULES: a. INDIVIDUAL LAB SCHEDULING TO BE DETERMINED BY OWNER b. COORDINATE WITH OWNER TO INCORPORATE CORNELL HOLIDAYS AND BREAKS INTO SCHEDULES.
c. FOR ALL OTHER SPACES: OCCUPIED 8:00 AM TO 6:00 PM MON. THRU FRI. UNOCCUPIED ALL OTHER TIME PERIODS 23. REFER TO INDIVIDUAL SEQUENCES FOR ADDITIONAL VARIABLE SETPOINTS. 24. AS A MINIMUM,
ONE DDCFP SHALL BE PROVIDED FOR EACH AIR HANDLING UNIT AND ONE FOR EACH LAB EXHAUST FAN FOR REDUNDANCY. 25. SAFETIES SHALL BE HARDWIRED UNLESS NOTED OTHERWISE. 26. ALL HVAC EQUIPMENT
SHALL BE STARTED/ENABLED AND STOPPED/DISABLED THROUGH THE BAS. BAS SHALL HAVE PROGRAMMING THAT ALLOWS USER TO OVERRIDE AUTOMATED START/STOP THROUGH MANUAL INPUT AT THE BAS OR THROUGH
LOCAL HOA SWITCHES. 27. ALL CONTROL SYSTEM SENSORS SHALL HAVE HIGH AND LOW LIMIT SOFTWARE ALARMS TO INDICATE FAULTS. ALL ALARMS SHALL INITIATE AUDIBLE AND VISUAL ALARM AT THE BAS WORKSTATION
AND AT THE WORKSTATION ALARM PRINTER. ALARM SHALL INDICATE TIME, DATE, SPECIFIC CONTROL POINT AND NATURE OF THE ALARM. 28. AFTER INITIAL STARTUP BAS SHALL AUTOMATICALLY CONTROL OPERATING
MODE FOR ALL EQUPMENT VIA PROGRAMMABLE SCHEDULES INDICATED IN INDIVIDUAL ZONE OR EQUIPMENT SEQUENCES. BAS SHALL INCLUDE OPTION TO MANUALLY OVERRIDE EACH AUTOMATED SEQUENCE VIA INPUT
TO THE BAS. ALL SAFETIES AND ALARMS SHALL REMAIN ACTIVE WHEN OPERATING IN MANUAL OVERRIDE MODES. 29. CONNECT TO LIGHTING SYSTEM FOR MONITORING AND INTERFACE. 30. HISTORIES, TRENDS
AND REPORTS a. THE BAS SHALL RETAIN IN MEMORY AT ALL TIMES 5 MINUTES OF TREND DATA (OR LAST 5 READINGS WHICHEVER IS LONGER) FOR EACH CONTROL POINT OR VARIABLE. RESOLUTION OF THIS SHALL
NOT EXCEED ONE READING PER 15 SECOND INTERVAL. b. BAS SHALL RETAIN ONE YEAR (ROLLLING) OF DATA FOR ALL CONTROL POINTS IN TEN MINUTE INTERVALS. c. USER SHALL BE ABLE TO SELECT TABULAR
OR GRAPHICAL OUTPUT OF DATA. GRAPHIC DATA SHALL BE AVAILABLE IN USER SELECTABLE COLOR OR BACK AND WHITE VERSIONS. d. TABULAR DATA SHALL BE MADE AVAILABLE IN COMMA SEPARATED VALUES OR
IN FORMAT COMPATABLE WITH MICROSOFT EXCEL SOFTWARE. USERS CHOICE(*) DRIVER, ACTUATOR OR UNCLASSIFIED FINAL CONTROL ELEMENT PROCESS OR INITIATING VARIABLE READOUT OR PASSIVE FUNCTION
COIL: CC - COOLING COIL RHC- REHEAT COIL PHC- PREHEAT COIL ERC- ENERGY RECOVERY COIL IT 01 IT 01 MS VFD NOTES ON VARIABLE FREQUENCY DRIVES VFD HOA OUTPUT TO MOTOR ENABLE SPEED INDICATOR
INTERNAL DIAGNOSTIC VARIABLE FREQUENCY DRIVE VIRTUAL POINTS: VARIABLE FREQUENCY DRIVE MANUFACTURER COMMUNICATION CHIP/CARD MAY BE USED IN LIEU OF ANY HARD WIRED POINTS INDICATED VFD
SYMBOL USED TO REPRESENT VARIABLE FREQUENCY DRIVE REFER TO PLANS FOR SPACE TEMPERATURE, HUMIDITY, PRESSURE AND CARBON DIOXIDE SENSORS/TRANSMITTERS INDICATED BY THE FOLLOWING SYMBOLS:
TEMPERATURE SENSOR/TRANSMITTER = HUMIDITY SENSOR/TRANSMITTER = PRESSURE SENSOR/TRANSMITTER = EQUIPMENT ALARM CABLE LOCATION = (1 CABLE WITH 8 CONDUCTORS) CARBON DIOXIDE SENSOR = AIRFLOW
DIRECTION INDICATOR = ALARM STROBE/HORN = P H T A C THE HAND-OFF-AUTOMATIC SWITCH ON THE VFD SHALL PROVIDE FOR THE FOLLOWING BASIS OF CONTROL: a. HAND POSITION: THE BAS SHALL HAVE NO
CONTROL OVER THE MOTOR SPEED NOR SHALL IT BE ABLE TO START OR STOP THE MOTOR (EXCEPT FOR SAFETY PURPOSES WHERE THE MOTOR SHALL SHUT DOWN). THE MOTOR SHALL RUN UNDER SPEED CONTROL FROM
THE HAND POTENTIOMETER ON THE VFD. ALL SAFETIES CONTROLLING THE SHUTDOWN SHALL BE OPERATIONAL (i.e. SMOKE DETECTORS, PRESSURE SWITCHES, ETC). TEMPERATURE AND HUMIDITY CONTROL SHALL
BE AVAILABLE THROUGH THE BAS. b. OFF POSITION: THE MOTOR SHALL BE OFF. THE BAS SHALL NOT CONTROL THE MOTOR. ALL OTHER CONTROL POINTS SHALL BE IN THEIR FAIL-SAFE POSITION. c. AUTOMATIC
POSITION : THE MOTOR SHALL BE CONTROLLED BY THE BAS. d. ALL ELECTRICAL DISCONNECTS ON EQUIPMENT SERVED BY VARIABLE SPEED DRIVES SHALL HAVE A SWITCH IN THE ELECTRICAL DISCONNECT WHICH
REPORTS DISCONNECT POSITION. THIS SWITCH SHALL BE IN THE PERMISSIVE CIRCUIT OF THE VARIABLE FREQUENCY DRIVE SPEED CONTROL ADI EC MOTOR STARTER AND CONTROL OUTPUT TO MOTOR SPEED CONTROL
MOTOR STARTER SYMBOL USED TO REPRESENT EC MOTOR STARTER AND CONTROL HOA HOA C RH PH ER Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.10 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2
F6DD72B539 12/10/2018 C C R RR C VFD R C VFD VFD LPS HX-2 HX-3 LPC P-5 P-6 DO AI AO AO AI AIAI AI DI AI AI DIDI AI DI DI (OPEN) AI AI DI DI AI DO DI AI AIAO AO DO AIAI AI AI AI AI AI
AI AI AI AIAI AI DI (CLOSED) AI AI ECM DO DI (OPEN) C FCD 01 PDIT 01 FCV 01 FCV 02 FT 01 PT 01 TT 01 TT 04 PSL 01 MT 01 MT 04 PSH 02 TSL 01 PT 02 TSL 02 ZS 01 TT 02 TT 03 XT 01 FT 02
FCD 02 PSL 02 PDIT 03 PDIT 02 FCD 03 PT 04 PT 03 PT 05 TT 08 TT 07 FT 03 JI 03 JI 03 MT 03 TT 05 MT 03 TT 06 MT 03 TT 09 TT 10 FCD 04 ZS 03 EF-A.1 EF-A.2 SUPPLY FAN SPEED CONTROL SUPPLY
AIR FANS SHALL MODULATE IN PARALLEL VIA A VARIABLE FREQUENCY DRIVE AS REQUIRED TO MAINTAIN THE DOWNSTREAM STATIC PRESSURE SETPOINT. THE DOWNSTREAM STATIC PRESSURE SETPOINT SHALL BE
RESET AS NEEDED TO MAINTAIN THE CRITICAL ZONE DAMPER POSITION AT 95% OPEN. EXHAUST AIR FAN SPEED AND BYPASS DAMPER CONTROL EXHAUST DISCHARGE AIR PRESSURE SETPOINT SHALL BE DETERMINED
DURING TESTING AND BALANCING TO DELIVER THE SCHEDULED AIRFLOW. ONCE SCHEDULED AIRFLOW IS ACHIEVED, CORRESPONDING AIR PRESSURE SHALL BE SETPOINT. EXHAUST FANS SHALL SWITCH LEAD/LAG DESIGNATION
WEEKLY. LEAD EXHAUST FAN SHALL MODULATE VIA A VARIABLE FREQUENCY DRIVE AS REQUIRED TO MAINTAIN THE DISCHARGE AIR PRESSURE SETPOINT. BYPASS AIR DAMPER SHALL MODULATE TO MAINTAIN SYSTEM
STATIC PRESSURE SETPOINT. THE DOWNSTREAM STATIC PRESSURE SETPOINT SHALL BE RESET AS NEEDED TO MAINTAIN THE CRITICAL ZONE DAMPER POSITION AT 95% OPEN. SUPPLY AIR TEMPERATURE SETPOINT
DISCHARGE AIR TEMPERATURE RESET: THE AHU DISCHARGE AIR TEMPERATURE SHALL BE ALLOWED TO RESET BASED ON THE FOLLOWING SCHEDULE: OAT = 75 DEG F & ABOVE DAT = 55 DEG F OAT = 55 DEG F &
BELOW DAT = 65 DEG F GLYCOL RUN AROUND HEAT RECOVERY AND TEMPERATURE CONTROL EQUIPMENT CYCLING: WEEKLY, THE HEAT EXCHANGERS AND PUMPS SHALL ALTERNATE LEAD/LAG OPERATION. LAG HEAT EXCHANGER
SHALL HAVE HOT WATER ISOLATION VALVE FULLY CLOSED AND LEAD HEAT EXCHANGER'S HOT WATER ISOLATION VALVE SHALL BE FULLY OPEN. LAG PUMP SHALL REMAIN OFF. WINTER MODE CONDITIONS: WINTER
MODE SHALL BE INITIATED WHEN THE OUTSIDE AIR TEMPERATURE IS BELOW THE SUPPLY AIR TEMPERATURE SETPOINT. THE LEAD PUMP SHALL BE ENABLED AND OPERATE AT CONSTANT SPEED. WINTER MODE GLYCOL
TEMPERATURE SETPOINT: HEAT EXCHANGER HOT WATER LEAVING TEMPERATURE SHALL BE RESET TO MAINTAIN AHU DISCHARGE AIR TEMPERATURE TT-04. WINTER MODE STEAM BOOSTER HEAT CONTROL: LEAD HEAT
EXCHANGER STEAM CONTROL VALVE SHALL MODUALTE TO MAINTAIN HOT WATER LEAVING TEMPERATURE SETPOINT. WINTER MODE VALVE CONTROL:THE 3-WAY VALVE SHALL NORMALLY DIRECT ALL GLYCOL FLOW THROUGH
THE EXHAUST AIR COIL. IF LEAD HEAT EXCHANGER STEAM CONTROL VALVE IS FULLY CLOSED AND SUPPLY AIR DISCHARGE TEMPERATURE EXCEEDS SETPOINT, 3-WAY VALVE SHALL MODULATE TO MAINTAIN SUPPLY
AIR DISCHARGE AIR TEMPERATURE. CHILLED WATER VALVE SHALL BE FULLY CLOSED. ANTI-FROST MODE: ANTI-FROST MODE SHALL BE INITIATED WHEN THE EXHAUST AIR RECOVERY COIL LEAVING AIR TEMPERATURE
FALLS BELOW 34 DEG F. THE 3-WAY VALVE SHALL MODULATE TO MAINTAIN THE EXHAUST AIR RECOVERY COIL LEAVING AIR TEMPERATURE ABOVE 34 DEG F. INTERMEDIATE MODE: INTERMEDIATE MODE SHALL BE
INITIATED WHEN THE OUTSIDE AIR TEMPERATURE IS ABOVE THE SUPPLY AIR SETPOINT AND BELOW THE EXHAUST AIR TEMPERATURE PLUS AN OFFSET TO ADJUST FOR THE COST OF RUNNING THE PUMP VERSUS THE
AMOUNT OF RECOVERED HEAT. THE OFFSET SHALL INITIALLY BE SET TO 7°F AND SHALL BE RE-EVALUATED AFTER ACCUMULATED 1 YEARS WORTH OF ENERGY DATA. BOTH PUMPS SHALL BE DISABLED. HEAT EXCHANGER
STEAM CONTROL VALVES SHALL BE FULLY CLOSED. CHILLED WATER CONTROL VALVE SHALL MODULATE TO MAINTAIN DISCHARGE AIR TEMPERATURE SETPOINT. SUMMER MODE: SUMMER MODE SHALL BE INITIATED WHEN
THE OUTSIDE AIR TEMPERATURE IS ABOVE THE EXHAUST AIR TEMPERATURE PLUS THE OFFSET DESCRIBED ABOVE. THE PUMP SHALL BE ENABLED AND OPERATE AT CONSTANT SPEED. THE 3-WAY VALVE SHALL DIRECT
ALL GLYCOL FLOW THROUGH THE EXHAUST AIR COIL. HEAT EXCHANGER STEAM CONTROL VALVES SHALL BE FULLY CLOSED. CHILLED WATER COIL CONTROL VALVE SHALL MODULATE TO MAINTAIN DISCHARGE AIR TEMPERATURE
SETPOINT. WHEN THE AHU DISCHARGE AIR TEMPERATURE RISES ABOVE THE DISCHARGE SETPOINT, THE PRE-HEAT COIL CONTROL VALVE SHALL BE CLOSED, THE GLYCOL COIL PUMP SHALL BE OFF, AND THE CHILLED
WATER CONTROL VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN THE DISCHARGE AIR TEMPERATURE SETPOINT. SYSTEM DESCRIPTION 100% OUTSIDE AIR HANDLING UNIT (AHU-A) EXHAUST AIR FANS (EF-A.1
AND EF-A.2) GLYCOL PRE-HEAT AND ENERGY RECOVERY COIL CHILLED WATER COOLING COIL GENERAL SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND CONTROL SYSTEM (BACS). POWER FOR
THE TEMPERATURE CONTROL PANEL SHALL BE FED FROM STANDBY POWER. CONTROLLED EQUIPMENT POWER SHALL BE FED FROM NORMAL POWER. ALL SET POINTS SHALL BE ADJUSTABLE. THE BACS SHALL BE CAPABLE
OF RETAINING ITS PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS. ALL SAFETIES SHALL BE HARD WIRED INTO THE FAN MOTOR POWER CIRCUIT, AND SHALL REQUIRE MANUAL
RESET. DURING HEATING MODE, THE HEATING CONTROL VALVES SHALL CONTINUE TO CONTROL WHEN THE FAN IS OFF FOR CONTINUED FREEZE PROTECTION. DESIGN INTENT: THE AHU GLYCOL HEAT EXCHANGER IS
SIZED TO PROVIDE FULL HEATING IF THE HEAT RECOVERY SYSTEM FAILS. SETPOINTS AHU DISCHARGE AIR TEMPERATURE (DAT): SEE RESET SCHEDULE FREEZESTAT LOW LIMIT TEMPERATURE 38 DEG F FILTER DIFFERENTIAL
PRESSURE HIGH LIMIT: TWICE THE SCHEDULED INITIAL PRESSURE DROP. INITIAL SUPPLY DOWNSTREAM STATIC PRESSURE: 2.0" W.C. INITIAL EXHAUST UPSTREAM STATIC PRESSURE: -2.0" W.C. SUPPLY FAN
DISCHARGE HIGH STATIC PRESSURE LIMIT: 6" W.C. EXHAUST FAN INTAKE LOW STATIC PRESSURE LIMIT: -6" W.C. SUPPLY FAN SUCTION LOW STATIC PRESSURE LIMIT: -4" W.C. SUPPLY FAN MINIMUM SPEED:
30% EXHAUST FAN MINIMUM SPEED: 30% SYSTEM OCCUPANCY SCHEDULE: 24/7/365 START/STOP AIR HANDLING UNIT SUPPLY FAN SHALL BE INTERLOCKED WITH THE ASSOCIATED HEAT RECOVERY EXHAUST FAN. AND
SHALL OPERATE CONTINUOUSLY. SHUTOFF DAMPER CONTROL WHEN THE SYSTEM FANS ARE OFF, THE OUTSIDE AIR, DISCHARGE, AND ASSOCIATED EXHAUST DAMPERS SHALL BE CLOSED. WHEN THE SYSTEM FANS ARE
INDEXED TO START, THE OUTSIDE AIR AND ASSOCIATED EXHAUST DAMPERS SHALL PROVE OPEN VIA AN END SWITCH PRIOR TO STARTING THE SYSTEM FANS. SAFETIES FREEZE PROTECTION: UPON ACTIVATION OF
THE LOW LIMIT TEMPERATURE SWITCH, THE SUPPLY AIR FAN SHALL SHUT DOWN, THE OUTSIDE AIR AND SMOKE ISOLATION DAMPER SHALL CLOSE, THE CHILLED WATER CONTROL VALVE SHALL OPEN, THE PRE-HEAT
LEAD PUMP SHALL RUN CONSTANT VOLUME, AND THE LEAD HEAT EXCHANGER SHALL MAINTAIN THE HOT WATER LEAVING TEMPERATURE AT 100°F. HIGH SUPPLY FAN STATIC: THE SUPPLY AIR FAN SHALL SHUT DOWN
AND THE OUTSIDE AIR DAMPERS SHALL CLOSE UPON ACTIVATION OF THE HIGH FAN DISCHARGE STATIC PRESSURE SWITCH. LOW SUPPLY FAN STATIC: THE SUPPLY AIR FAN SHALL SHUT DOWN AND THE OUTSIDE AIR
DAMPER SHALL CLOSE UPON ACTIVATION OF THE LOW FAN SUCTION STATIC PRESSURE SWITCH. LOW EXHAUST FAN STATIC: THE EXHAUST AIR FAN SHALL SHUT DOWN UPON ACTIVATION OF THE LOW FAN SUCTION
STATIC PRESSURE SWITCH. SMOKE DETECTION: THE FAN SHALL SHUT DOWN AND THE OUTSIDE AIR/RELIEF/SMOKE ISOLATION AIR DAMPER SHALL CLOSE UPON ACTIVATION OF A DUCT SMOKE DETECTOR. ENERGY RECOVERY
MONITORING BAS SHALL CALCULATE AND RECORD TOTAL SITE ENERGY SAVED FROM ENERGY RECOVERY SYSTEM. TOTAL ENERGY SAVED SHALL BE CALCULATED USING THE FOLLOWING FORMULA BASED ON THE SENSIBLE-ONLY
RECOVERY DONE BY THE GLYCOL RUNAROUND COIL: Q = TOTAL ENERGY TRANSFER AT COIL - PUMPING - STEAM BOOST HEAT Q = (1.08*SA_CFM*(HRC_LAT - HRC_EAT)) - 3.41*P_KW - 950*STM_LBS Q =
TOTAL SITE ENERGY SAVED (BTU/HR) SA_CFM = SUPPLY AIR TOTAL AIRFLOW (CFM) *SUM OF AIRFLOW MEASURED AT FANS HRC_LAT = HEAT RECOVERY COIL LEAVING AIR TEMPERATURE (°F) HRC_EAT = HEAT RECOVERY
COIL ENTERING AIR TEMPERATURE (°F) P_KW = PUMPING ENERGY CONSUMPTION (KW) *SUM OF ENERGY CONSUMED BY PUMPS STM_LBS = STEAM FLOW RATE (LBS/HR) *SUM OF CONDENSATE FLOW METERS AHU-A, EF-A.1/A.2,
AND GLYCOL RUNAROUND CONTROLS OUTSIDE AIR PREFILTER PDAH FINAL FILTER CHWS CHWR SUPPLY AIR FREEZESTAT FIRE ALARM SYSTEM BAS INPUT FIRE ALARM INPUT TYPICAL FOR EACH EXHAUST FAN FILTER
PDAH BYPASS AIR TYPICAL FOR EACH HEAT EXCHANGER EXHAUST AIR GLYCOL PREHEAT/ENERGY RECOVERY COIL SMOKE ISOLATION DAMPER ZS 02 BDD H ER TCV 01 LEAD HX LAG HX FCV 02 Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.20 29313.00 11/30/18 HVAC - CONTROLS #
DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 AHU-A, EF-A.1/A.2, AND GLYCOL RUNAROUND CONTROL POINTS POINT
NAME HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTES BI BO AI AO AV BV SCH TREND ALARM BACS EMCS STEAM LOAD SHED X(6) BINARY NETWORK INPUTS FROM EMCS CHILLER WATER LOAD SHED X(4)
X BINARY NETWORK INPUTS FROM EMCS OUTSIDE AIR DAMPER POSITION COMMAND X X OURSIDE AIR DAMPER STATUS X X X OUTSIDE AIR TEMPERATURE X X X OUTSIDE AIR RELATIVE HUMIDITY X X X OUTSIDE AIR
DEWPOINT X X OUTSIDE AIR FILTER RACK DIFFERENTIAL PRESSURE X X X X X HIGH LIMIT X MAGNAHELIC INDICATING TRANSMITTER HRC SUPPLY COIL ENTERING WATER TEMPERATURE X X X HRC SUPPLY COIL
LEAVING WATER TEMPERATURE X X X HRC EXHAUST COIL ENTERING WATER TEMPERATURE X X X HRC EXHAUST COIL LEAVING WATER TEMPERATURE X X X HRC LOOP PUMP MOTOR START/STOP (EACH PUMP) X X X INTERLOCK
WITH FA SYSTEM, IF REQUIRED HRC LOOP PUMP MOTOR SPEED CONTROL (EACH PUMP) X X X HRC LOOP PUMP MOTOR STATUS (EACH PUMP) X X X MOTOR FAILURE X VIA CURRENT SENSOR HRC BYPASS CONTROL VALVE
POSITION COMMAND X X X HRC DISCHARGE AIR TEMPERATURE X X X X X HRC DISCHARGE AIR HUMIDITY X X X X X SUPPLY AIR FILTER RACK DIFFERENTIAL PRESSURE X X X X HIGH LIMIT X MAGNAHELIC INDICATING
TRANSMITTER PRE-HEAT COIL VALVE POSITION COMMAND X X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X NORMALLY OPEN PRE-HEAT COIL DISCHARGE AIR TEMPERATURE X X X AVERAGING SENSOR
PRE-HEAT COIL PUMP START/STOP X X PRE-HEAT COIL PUMP STATUS X X X MOTOR FAILURE X VIA CURRENT SENSOR LOW LIMIT AIR TEMPERATURE STATUS X X X LOW LIMIT X LOW LIMIT WATER TEMPERATURE STATUS
X X X LOW LIMIT X COOLING COIL VALVE POSITION COMMAND X X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X NORMALLY CLOSED COOLING COIL DISCHARGE AIR TEMPERATURE X X X AVERAGING
SENSOR SUPPLY FAN AIR FLOW (EACH FAN) X X X INSTALL IN INLET CONE WHERE FEASIBLE SUPPLY FAN FAN MOTOR START/STOP (EACH FAN) X X X X INTERLOCK WITH FA SYSTEM SUPPLY FAN FAN SPEED COMMAND
(EACH FAN) X X X SUPPLY FAN DOWNSTREAM STATIC PRESSURE (2 SENSORS AVERAGED) X X X X 10% DEVIATION FROM SETPOINT X SUPPLY FAN DOWNSTREAM STATIC PRESSURE SETPOINT X X X SUPPLY FAN DUCT
SMOKE DETECTOR STATUS X X SUPPLY FAN STATUS (EACH FAN) X X X FAILURE X VIA CONTACT ON DRIVE SUPPLY FAN POWER (kW) (EACH FAN) X X X BACnet MSTP NETWORK POINT SUPPLY FAN SPEED (RPM) (EACH
FAN) X X X BACnet MSTP NETWORK POINT SUPPLY FAN DISCHARGE PRESSURE SWITCH STATUS X X X HIGH LIMIT X SUPPLY FAN SUCTION PRESSURE SWITCH STATUS X X X LOW LIMIT X AHU DISCHARGE AIR TEMPERATURE
X X X X +/- 4° F FROM SETPOINT X SINGLE POINT SENSOR AHU DISCHARGE AIR TEMPERATURE SETPOINT X X X AHU DISCHARGE AIR HUMIDITY X X X X X EXHAUST AIR BYPASS DAMPER POSITION COMMAND X X
EXHAUST AIR ISOLATION DAMPER POSITION COMMAND (EACH FAN) X X EXHAUST AIR ISOLATION DAMPER STATUS (EACH FAN) X X X EXHAUST FAN AIR FLOW (EACH FAN) X X X INSTALL IN INLET CONE WHERE FEASIBLE
EXHAUST FAN MOTOR START/STOP (EACH FAN) X X X X INTERLOCK WITH FA SYSTEM EXHAUST FAN SPEED COMMAND (EACH FAN) X X X EXHAUST FAN UPSTREAM STATIC PRESSURE (2 SENSORS AVERAGED) X X X X
10% DEVIATION FROM SETPOINT X EXHAUST FAN UPSTREAM STATIC PRESSURE SETPOINT X X X EXHUAST FAN STATUS (EACH FAN) X X X FAILURE X VIA CONTACT ON DRIVE EXHAUST FAN POWER (kW) (EACH FAN)
X X X BACnet MSTP NETWORK POINT EXHUAST FAN SPEED (RPM) (EACH FAN) X X X BACnet MSTP NETWORK POINT EXHAUST FAN SUCTION PRESSURE SWITCH STATUS (EACH FAN) X X X LOW LIMIT X HRC EXHAUST
AIR ENTERING HUMIDITY X X X HRC EXHAUST AIR LEAVING HUMIDITY X X X HRC EXHAUST AIR ENTERING TEMPERATURE X X X HRC EXHAUST AIR LEAVING TEMPERATURE X X X HRC EXHAUST AIR LEAVING TEMPERATURE
SETPOINT X X X FOR FROST CONTROL HRC EXHAUST AIR FILTER RACK DIFFERENTIAL PRESSURE X X X X HIGH LIMIT X MAGNAHELIC INDICATING TRANSMITTER HEAT EXCHANGER STEAM CONTROL VALVE POSITION
COMMAND (EACH HX) X X X X X FAIL CLOSED HEAT EXCHANGER GLYCOL ISOLATION VALVE POSITION COMMAND (EACH HX) X X X X X FAIL CLOSED HRC HEAT RECOVERY EFFECTIVENESS X X X CALCULATE BASED
ON TEMPERATURE HRC RECOVERED ENERGY (BTUH) X X X CALCULATE BASED ON TEMPERATURE HRC TOTALIZED RECOVERED ENERGY (BTU/YR) X X X CALCULATE BASED ON TEMPERATURE Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.30 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 FM C C C C ECM C C C ECM T DI AO DI AI AO AI AO AO DO AO AI AI AO AI AI AI C
C C ZS 01 FCV 01 MI 01 FT 01 FCD 01 TT 01 FCV 01 FCV 01 MI 01 FCV 01 ZI 01 FT 01 FCD 01 ZI 01 TT 01 TT 01 HEAT EXCHANGERS HEAT RECOVERY LPC FROM STEAM CONDENSATE ENERGY METER ENERGY
METERS AND ENERGY REPORTING GENERAL 1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL
REQUIREMENTS. SYSTEM OPERATION 1. ENERGY METER SHALL BE DIRECTLY CONNECTED TO, AND THE DATA SHALL BE DIRECTLY INSTALLED IN THE BUILDING AUTOMATION SYSTEM. 2. STEAM CONDENSATE (BTU),
AND ELECTRIC (KW) SHALL BE MONITORED. FIRE SMOKE DAMPER CONTROLS. GENERAL 1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER
ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS. SYSTEM OPERATION 1. REFER TO FIRE ALARM PLANS FOR DAMPER CONTROL. SMOKE DETECTION AND FIRE-SMOKE DAMPER ACTIVATION BY DIVISION
28 SMOKE DETECTION MONITORING OF FIRE/SMOIKE DAMPER POSITION / END SWITCH BY DIVISION 23 GENERAL 1. REQUIREMENTS OF "SEQUENCE OF OPERATION - GENERAL" ON DRAWING M8.10 APPLY TO ALL SEQUENCES.
2. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS. TEMPERATURE CONTROL 1. UNLESS STATED OTHERWISE BY ZONE CONTROL SEQUENCES, FCU SHALL MODULATE CHILLED WATER
VALVE AND FAN SPEED TO MAINTAIN SPACE TEMPERATURE SETPOINT. IF TEMPERATURE IS AT LEAST 5 DEG F ABOVE SETPOINT, ALARM SHALL BE SENT TO BAS. SAFETIES 1. THE FOLLOWING SAFETIES, EACH WITH
INDIVIDUAL MANUAL RESETS, SHALL SHUT DOWN FCU AND INITIATE A SPECIFIC ALARM NOTICE AT THE BAS: a. MOISTURE SENSOR MI-01 INDICATES WATER IN SECONDARY DRAIN PAN. GENERAL 1. REFER TO SEQUENCE
OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS. 2. LAB SUPPLY TERMINAL BOXES (SV)
WILL HAVE SEPARATE HEATING COILS. OFFICE SUPPLY TERMINAL BOXES (VV) WILL HAVE INTEGRAL HEATING COILS. ARRANGEMENT OF POINTS AND CONTROL WILL BE THE SAME FOR BOTH OF THESE DEVICES. 3.
REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS. ALARMS 1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS ONLY WHEN THE UNIT IS STATUS ON: a.
AIRFLOW RATE RISES 10% ABOVE SETPOINT CONTINUOUSLY FOR 5 MINUTES. b. AIRFLOW RATE DROPS 10% BELOW SETPOINT CONTINUOUSLY FOR 5 MINUTES. c. INTERNAL CONTROLLER INDICATES ALARM. AIRFLOW
CONTROL 1. SUPPLY AIRFLOW SHALL BE MEASURED AT INLET FLOW MEASUREMENT DEVICE AND ADJUSTED BY MODULATING THE AIRFLOW CONTROL DEVICE TO MAINTAIN SUPPLY AIRFLOW SETPOINT. 2. AIRFLOW FEEDBACK
WILL BE PROVIDED FROM VALVES TO BMS. GENERAL 1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND SHEET M8.01
FOR ADDITIONAL REQUIREMENTS. 2. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS. ALARMS 1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS ONLY
WHEN THE UNIT IS STATUS ON: a. AIRFLOW RATE RISES 10% ABOVE SETPOINT CONTINUOUSLY FOR 5 MINUTES. b. AIRFLOW RATE DROPS 10% BELOW SETPOINT CONTINUOUSLY FOR 5 MINUTES. c. INTERNAL CONTROLLER
INDICATES ALARM. AIRFLOW CONTROL 1. EXHAUST AIRFLOW SHALL BE MEASURED AT INLET FLOW MEASUREMENT DEVICE AND ADJUSTED BY MODULATING THE AIRFLOW CONTROL DEVICE TO MAINTAIN EXHAUST AIRFLOW
SETPOINT. 2. AIRFLOW FEEDBACK WILL BE PROVIDED FROM VALVES TO BMS. GENERAL 1. REQUIREMENTS OF "SEQUENCE OF OPERATION - GENERAL" ON DRAWING M8.10 APPLY TO ALL SEQUENCES. 2. REFER TO
ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS. SAFETIES 1. THE FOLLOWING SAFETIES, EACH WITH INDIVIDUAL MANUAL RESETS, SHALL SHUT DOWN CHILLED BEAM CONTROL VALVE FCV-01
AND INITIATE A SPECIFIC ALARM NOTICE AT THE BAS: a. MOISTURE SENSOR MI-01 INDICATES CONDENSATION ON CHILLED WATER PIPE. TO EXISTING CONDENSATE PUMP GENERAL 1. REQUIREMENTS OF "SEQUENCE
OF OPERATION - GENERAL" ON DRAWING M8.10 APPLY TO ALL SEQUENCES. 2. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS. TEMPERATURE CONTROL 1. UNLESS STATED OTHERWISE
BY ZONE CONTROL SEQUENCES, FCU SHALL MODULATE CHILLED WATER VALVE AND FAN SPEED TO MAINTAIN SPACE TEMPERATURE SETPOINT. IF TEMPERATURE IS AT LEAST 5 DEG F ABOVE SETPOINT, ALARM SHALL
BE SENT TO BAS. 2. FIRE/SMOKE ISOLATION DAMPER BY DIVISION 23 AIR OUTLET AIR INLET FAN COIL UNIT CHWR CHWS SECONDARY DRAIN PAN WITH LEAK DETECTOR HEATING COIL SUPPLY AIR VALVE AIR OUTLETAIR
INLET HWS HWR INDUCED ROOM AIR PRIMARY AIR FROM AHU DISCHARGE AIR CHWS CHWR TO ADDITIONAL CHILLED BEAMS IN ZONE AIR OUTLET AIR INLET FAN COIL UNIT CHWR CHWS EXHAUST AIR VALVE AIR OUTLETAIR
INLET ANALOG-ELECTRIC CONTROLER ANALOG-ELECTRIC CONTROLER 2 PIPE FAN COIL UNIT IN BASEMENT MECH RM CONTROLS TYPICAL SUPPLY AIR VALVE CONTROL DETAIL TYPICAL EXHAUST AIR TERMINAL BOX
(VVE AND EV) CONTROL DETAIL ACTIVE CHILLED BEAM CONTROLS SENSIBLE ONLY 2 PIPE FAN COIL UNIT CONTROLS RH 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building
1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase
1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.40 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 1/7/18
ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019 HIGH HOOD DENSITY LAB CONTROLS POINT NAME HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTES BI BO
AI AO AV BV SCH TREND ALARM BACS EMCS STEAM LOAD SHED X(6) BINARY NETWORK INPUTS FROM EMCS CHILLED WATER LOAD SHED X(4) BINARY NETWORK INPUTS FROM EMCS TOTAL EXHAUST AIRFLOW (CFM) X
X X TOTAL EXHAUST AIR SETPOINT (CFM) X X X LABORATORY AIR CHANGE RATE (ACPH) X X X FLOW OFFSET SETPOINT (CFM) X X FLOW OFFSET ACTUAL (CFM) X X FUME HOOD EXHAUST VALVE FLOW FEEDBACK
(CFM) X X X TYP FOR EACH FUME HOOD FUME HOOD EXHAUST AIR VALVE STATUS X X X VALVE COMMAND ≠ FEEDBACK (JAM) LOW DIFFERENTIAL PRESSURE (VIA SWITCH) X TRI-STATE ALARM, TYP FOR EACH FUME
HOOD FUME HOOD SASH POSITION X X X SASH OPENS (18") FOR 24 CONTINUOUS HOURS OR MORE X TYP FOR EACH FUME HOOD FUME HOOD EXHAUST AIR VALVE OCC/UNOCCC COMMAND X X TRI-STATE OUTPUT POINT,
TYP FOR EACH FUME HOOD SUPPLY AIR VALVE FLOW FEEDBACK (CFM) X X X SUPPLY AIR VALVE STATUS X X X X 10% FLOW DEVIATION FROM SETPOINT VALVE COMMAND ≠ FEEDBACK (JAM) LOW DIFFERENTIAL PRESSURE
(VIA SWITCH) X TRI-STATE ALARM SUPPLY AIR VALVE POSITION COMMAND (CFM) X X X SUPPLY AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM) X X SUPPLY AIR VALVE MAXIMUM AIRFLOW SETPOINT(CFM) X X RE-HEAT
COIL LEAVING AIR TEMPERATURE X X X SINGLE POINT SENSOR RE-HEAT COIL VALVE POSITION COMMAND (%) X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X FAIL LAST SPACE TEMPERATURE SETPOINT,
HEATING X X X SPACE TEMPERATURE SETPOINT, COOLING X X X SPACE TEMPERATURE X X X +/- 4° F FROM SETPOINT X SPACE SETPOINT ADJUSTMENT X X SPACE OCCUPANCY X X X X SPACE OCCUPANCY, MINIMUM
OCCUPANCY SETPOINT X RADIANT CEILING PANEL CONTROL VALVE POSITION COMMAND (CFM) X X X FAIL LAST GENERAL EXHAUST AIR VALVE POSITION COMMAND (CFM) X X X GENERAL EXHAUST AIR VALVE MINIMUM
AIRFLOW SETPOINT (CFM) X X GENERAL EXHAUST AIR VALVE MAXIMUM AIRFLOW SETPOINT (CFM) X X GENERAL EXHAUST AIR VALVE FLOW FEEDBACK (CFM) X X X GENERAL EXHAUST AIR VALVE STATUS X X X X
10% FLOW DEVIATION FROM SETPOINT VALVE COMMAND ≠ FEEDBACK (JAM) LOW DIFFERENTIAL PRESSURE (VIA SWITCH) X TRI-STATE ALARM AI FUME HOOD DI DI AO AI AI AI TT 01 YA 01 YI 01 FCV 01 ZS 01
MT 01 CO2 01 SYSTEM DESCRIPTION FUME HOOD WITH EXHAUST AIR VALVE(S) GENERAL EXHAUST AIR VALVE(S) SUPPLY AIR VALVE(S) DUCT MOUNTED RE-HEAT COIL(S) RADIANT CEILING PANELS GENERAL REFER
TO COMMON INDIVIDUAL DEVICE SEQUENCES/DIAGRAMS FOR REQUIRED POINTS. ALL POINTS WITHIN EACH ZONE MUST BE CONNECTED DIRECTLY TO A LOCAL CONTROLLER. TO ENSURE ZONES CAN OPERATE INDEPENDENTLY,
DEVICES SHALL NOT RELY ON NETWORK TO COMMUNICATE ACROSS ZONES. SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND CONTROL SYSTEM (BACS). ALL SET POINTS SHALL BE ADJUSTABLE.
THE BACS SHALL BE CAPABLE OF RETAINING ITS PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS. LABORATORY AIR CHANGE RATES ARE BASED ON TOTAL EXHAUST AIR FLOW
FROM THE SPACE. THE SPACE SHALL BE CONTROLLED TO AN AIR CHANGE RATE. THE BACS SHALL CALCULATE THE REQUIRED CFM USING THE ROOM GROSS VOLUME (AREA x CEILING HEIGHT). DESIGN INTENT: THIS
SEQUENCE IS FOR LABORATORIES IN WHICH THE DRIVING FACTOR IS THE EXHAUST AIR FLOW IN SUPPORT OF THE FUME HOODS. SETPOINTS SPACE COOLING TEMPERATURE SETPOINTS: OCCUPIED: 75 DEG F +/-
1.5 DEG F OCCUPIED SETBACK: 75 DEG F + 3 DEG F UNOCCUPIED: 75 DEG F + 6 DEG F SPACE HEATING TEMPERATURE SEPOINTS: OCCUPIED: 70 DEG F +/- 1.5 DEG F OCCUPIED SETBACK: 70 DEG F - 3 DEG
F UNOCCUPIED: 70 DEG F - 6 DEG F TOTAL EXHAUST AIR CHANGE RATE (ACPH): REFER TO AIRFLOW SCHEDULE ACPH = TOTAL EXHAUST CFM x 60/ROOM VOLUME TOTAL EXHAUST AIRFLOW RATE (CFM): REFER
TO AIRFLOW SCHEDULE SUPPLY AIRFLOW RATE (CFM): REFER TO AIRFLOW SCHEDULE TYPICALLY = TOTAL EXHAUST AIRFLOW RATE + OFFSET FUME HOOD FACE VELOCITY: NOT CONTROLLED BY BACS. FACE
VELOCITY SETPOINTS ARE PROGRAMMED INTO FUME HOOD MONITOR. TYPICALLY 100 FPM OCC / 65 FPM UNOCC. MINIMUM LABORATORY OCCUPANCY INDEX TIME: 30 MINUTES ZONE OCCUPANCY SCHEDULE: 6 AM TO
8 PM MON-FRI FACE VELOCITY CONTROL EACH FUME HOOD SHALL BE EQUIPPED WITH A FUME HOOD MONITOR AND SASH POSITION INDICATOR. THE MONITOR SHALL ADJUST THE FUME HOOD EXHAUST VALVE TO MAINTAIN
THE FACE VELOCITY SETPOINT. THE MONITOR SHALL, AS A MINIMUM, HAVE THE FOLLOWING CAPABILITIES: - SASH POSITION INPUT. - STANDBY MODE INPUT TO ALLOW ADJUSTMENT OF FACE VELOCITY. - HOOD
DECOMMISSION MODE. LABORATORY AIRFLOW CONTROL AIR VALVE POSITIONS SHALL BE BASED ON MODE. UNDER NORMAL CONTROL, ROOM OCCUPANCY SHALL BE DETERMINED VIA ROOM OCCUPANCY SENSORS (MINIMUM
2 PER LAB USING LIGHTING OCCUPANCY SENSOR AUXILIARY CONTACTS). IF THE LABORATORY IS VACANT, THE ROOM SHALL BE PLACED IN VACANT MODE BY THE BACS. WHEN THE ROOM IS OCCUPIED, THE BACS
SHALL SEND AN OCCUPIED COMMAND TO THE FUME HOOD EXHAUST AIR VALVES. THE FUME HOOD MONITORS SHALL INDEX THE FUME HOOD EXHAUST VALVES BETWEEN THE MINIMUM AND MAXIMUM POSITIONS AS NEEDED
TO MAINTAIN THE 100 FPM FACE VELOCITY SETPOINT BASED ON THE SASH POSITION. THE SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL. WHEN THE ROOM
IS UNOCCUPIED, AND THE SASHES ARE AT OR BELOW 18-INCHES, THE BACS SHALL SEND AN UNOCCUPIED COMMAND TO THE FUME HOOD EXHAUST AIR VALVES. THE FUME HOOD MONITORS SHALL INDEX THE FUME HOOD
EXHAUST AIR VALVES AS NEEDED TO MAINTAIN THE 65 FPM FACE VELOCITY SETPOINT BASED ON THE SASH-POSITION. THE SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE SPECIFIED AIRFLOW
DIFFERENTIAL. WHEN THE ROOM IS UNOCCUPIED AND ANY OF THE FUME HOOD SASHES ARE ABOVE 18-INCHES, THE BACS SHALL NOT SEND THE SPACE UNOCCUPIED COMMAND TO THOSE PARTICULAR FUME HOOD EXHAUST
AIR VALVES. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST AIR VALVES WHOSE SASHES ARE ABOVE 18-INCHES TO MAINTAIN THE OCCUPIED SASH OPEN AIRFLOW SETPOINT. THE BACS WILL SEND
THE UNOCCUPIED COMMAND TO THOSE FUME HOOD MONITORS SHALL INDEX THE FUME HOOD EXHAUST AIR VALVES WHOSE SASHES ARE AT 18-INCHES AND BELOW TO MAINTAIN THE 65 FPM FACE VELOCITY SETPOINT.
THE SUPPLY AIR VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL. VACANT MODE: THE BACS SHALL SEND A DECOMMISSION COMMAND TO EACH FUME HOOD EXHAUST AIR
VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST AIR VALVE TO CLOSE. ONE OF THE FUME HOOD EXHAUST AIR VALVES SHALL BE SET UP TO OPERATE AS A GENERAL EXHAUST VALVE DURING
VACANCY MODE, AND SHALL INDEX TO MAINTAIN THE VACANT AIR CHANGE RATE. THE SUPPLY AIR VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL. ZONE TEMPERATURE
CONTROL TEMPERATURE SETPOINTS SHALL BE DETERMINED BASED ON A COMBINATION OF PROGRAMMED SCHEDULE AND SPACE OCCUPANCY SENSORS. IF OUTSIDE AIR TEMPERATURE IS BELOW 50°F AND SV REHEAT COIL
CONTROL VALVE IS NOT FULLY CLOSED, HOT WATER CONTROL VALVE FCV-01 SHALL FULLY OPEN. OCCUPIED HEATING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE ZONE TEMPERATURE
FALLS BELOW THE OCCUPIED HEATING TEMPERATURE SETPOINT, THE REHEAT AND CEILING RADIANT PANEL CONTROL VALVE(S) SHALL MODULATE IN PARALLEL TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. WHEN
THE SPACE TEMPERATURE IS AT SETPOINT, THE REHEAT COIL CONTROL VALVE(S) SHALL BE CLOSED. OCCUPIED COOLING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE SPACE
TEMPERATURE RISES ABOVE THE OCCUPIED COOLING TEMPERATURE SETPOINT, THE REHEAT CONTROL VALVE(S) SHALL CLOSE. IF TEMPERATURE IS ABOVE SETPOINT AND REHEAT CONTROL VALVE(S) ARE FULLY CLOSED,
GENERAL EXHAUST AIRFLOW SETPOINT SHALL MODULATE TO MAINTAIN SPACE TEMPERATURE SETPOINT. OCCUPIED SETBACK: IF THE SPACE BECOMES UNOCCUPIED DURING THE SCHEDULED OCCUPANCY PERIOD, THE
ABOVE OCCUPIED HEATING/COOLING SEQUENCES SHALL APPLY, BUT THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE SETPOINTS. UNOCCUPIED HEATING: IF THE SPACE IS UNOCCUPIED
DURING THE SCHEDULED UNOCCUPIED PERIOD, THE ABOVE OCCUPIED HEATING/COOLING SEQUENCES SHALL APPLY, BUT THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE SETPOINTS. UNOCCUPIED
COOLING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE SPACE TEMPERATURE RISES ABOVE THE UNOCCUPIED COOLING TEMPERATURE SETPOINT, THE REHEAT COIL CONTROL
VALVE(S) SHALL CLOSE. IF THE SPACE BECOMES OCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD, THE SPACE SHALL INDEX TO OCCUPIED MODE FOR THE DURATION OF OCCUPANCY. WHEN THE SPACE BECOMES
UNOCCUPIED AGAIN DURING THE SCHEDULED UNOCCUPIED PERIOD, THE SPACE SHALL INDEX BACK TO UNOCCUPIED MODE. HIGH HOOD DENSITY TRACKING LABORATORY ZONE CONTROL SEQUENCE OF OPERATION GENERAL
EXHAUST LOCAL FUME HOOD ALARM WITH REMOTE ALARM CONTACTS FUME HOOD EXHAUST TYPICAL FOR EACH FUME HOOD (WHERE APPLICABLE) SPACE OCCUPANCY SENSOR RADIANT CEILING PANELS HWS HWR ONLY APPLICABLE
FOR SPACES WITH RADIANT HEATING PANELS OCCUPANCY SENSORS PROVIDED BY DIVISION 26. PROVIDE BMS INTERFACE MODULE AND COORDINATE WITH LIGHTING CONTROL MANUFACTURER. SV FUME HOOD SASH POSITION
SENSOR COMBINATION SPACE TEMPERATURE/HUMIDITY/CO2 TRANSMITTER Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.50 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018 C C LOW HOOD DENSITY LAB CONTROLS POINT NAME HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTES BI BO AI AO AV BV SCH TREND ALARM BACS EMCS STEAM LOAD SHED X(6) BINARY
NETWORK INPUTS FROM EMCS CHILLED WATER LOAD SHED X(4) BINARY NETWORK INPUTS FROM EMCS TOTAL EXHAUST AIRFLOW (CFM) X X X TOTAL EXHAUST AIR SETPOINT (CFM) X X X LABORATORY AIR CHANGE
RATE (ACPH) X X X FLOW OFFSET SETPOINT (CFM) X X FLOW OFFSET ACTUAL (CFM) X X FUME HOOD EXHAUST VALVE FLOW FEEDBACK (CFM) X X X FUME HOOD EXHAUST AIR VALVE STATUS X X X VALVE COMMAND
≠ FEEDBACK (JAM) LOW DIFFERENTIAL PRESSURE (VIA SWITCH) X TRI-STATE ALARM FUME HOOD SASH POSITION X X X SASH OPEN (18") FOR 24 CONTINUOUS HOURS OR MORE X FUME HOOD EXHAUST AIR VALVE
OCC/UNOCC COMMAND X X TRI-STATE OUTPUT POINT SUPPLY AIR VALVE FLOW FEEDBACK (CFM) X X X SUPPLY AIR VALVE STATUS X X X X 10% FLOW DEVIATION FROM SETPOINT VALVE COMMAND ≠ FEEDBACK (JAM)
LOW DIFFERENTIAL PRESSURE (VIA SWITCH) X TRI-STATE ALARM SUPPLY AIR VALVE POSITION COMMAND (CFM) X X X SUPPLY AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM) X X SUPPLY AIR VALVE MAXIMUM AIRFLOW
SETPOINT (CFM) X X RE-HEAT COIL LEAVING AIR TEMPERATURE X X X SINGLE POINT SENSOR RE-HEAT COIL VALVE POSITION COMMAND (%) X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X FAIL
LAST SPACE TEMPERATURE SETPOINT, HEATING X X X SPACE TEMPERATURE SETPOINT, COOLING X X X SPACE TEMPERATURE X X X +/- 4 ° FROM SETPOINT X SPACE SETPOINT ADJUSTMENT X X SPACE OCCUPANCY
X X X X SPACE OCCUPANCY, MINIMUM OCCUPANCY SETPOINT X GENERAL EXHAUST AIR VALVE POSITION COMMAND (CFM) X X X GENERAL EXHAUST AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM) X X GENERAL EXHAUST
AIR VALVE MAXIMUM AIRFLOW SETPOINT (CFM) X X GENERAL EXHAUST AIR VALVE FLOW FEEDBACK (CFM) X X X GENERAL EXHAUST AIR VALVE STATUS X X X X 10% FLOW DEVIATION FROM SETPOINT VALVE COMMAND
≠ FEEDBACK (JAM) LOW DIFFERENTIAL PRESSURE (VIA SWITCH) X TRI-STATE ALARM RADIANT CEILING PANEL CONTROL VALVE POSITION COMMAND (%) X X X FAIL LAST COOLING COIL CONTROL VALVE POSITION
COMMAND (%) X X X NORMALLY CLOSED FAN COIL UNIT FAN MOTOR START/STOP X X X FUME HOOD DI AO AI AI DI AI AI C YA 01 FCV 01 ZS 01 TT 01 YI 01 MT 01 CO2 01 SYSTEM DESCRIPTION FUME HOOD
WITH EXHAUST AIR VALVE GENERAL EXHAUST AIR VALVE SUPPLY AIR VALVE DUCT MOUNTED RE-HEAT COIL SUPPLEMENTAL COOLING FAN COIL UNIT RADIANT CEILING PANEL HEATER GENERAL REFER TO COMMON INDIVIDUAL
DEVICE SEQUENCES/DIAGRAMS FOR REQUIRED POINTS. ALL POINTS WITHIN EACH ZONE MUST BE CONNECTED DIRECTLY TO A LOCAL CONTROLLER. TO ENSURE ZONES CAN OPERATE INDEPENDENTLY, DEVICES SHALL
NOT RELY ON NETWORK TO COMMUNICATE ACROSS ZONES. SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND CONTROL SYSTEM (BACS). ALL SETPOINTS SHALL BE ADJUSTABLE THE BACS SHALL
BE CAPABLE OF RETAINING ITS PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS. SETPOINTS SPACE COOLING TEMPERATURE SETPOINTS: OCCUPIED: 75 °F +/- 1.5 °F OCCUPIED
SETBACK: 75 °F + 3 °F UNOCCUPIED: 75 °F + 6 °F SPACE HEATING TEMPERATURE SETPOINTS: OCCUPIED: 75 °F +/- 1.5 °F OCCUPIED SETBACK: 75 °F - 3 °F UNOCCUPIED: 75 °F - 6 °F TOTAL EXHAUST
AIR CHANGE RATE (ACPH): TYPICALLY = 8 ACPH OCC / 4 ACPH UNOCC ACPH = TOTAL EXHAUST CFM x 60 / ROOM VOLUME TOTAL EXHAUST AIRFLOW RATE: (CFM): REFER TO AIRFLOW SCHEDULE SUPPLY AIRFLOW
RATE (CFM): REFER TO AIRFLOW SCHEDULE TYPICALLY = TOTAL EXHAUST RATE + OFFSET FUME HOOD EXHAUST AIRFLOW RATE: NOT CONTROLLED BY BACS. VALVE IS CONTROLLED BY FUME HOOD MONITOR TO MAINTAIN
FACE VELOCITY SETPOINT. GENERAL EXHAUST AIRFLOW RATE (CFM): REFER TO AIRFLOW SCHEDULE TOTAL EXHAUST CFM - FUME HOOD EXHAUST CFM SPACE AIR DIFFERENTIAL OFFSET (CFM): REFER TO AIRFLOW
SCHEDULE TYPICALLY = - 100 CFM FOR NEGATIVE PRESSURE LABS TYPICALLY = + 100 CFM FOR POSITIVE PRESSURE LABS FUME HOOD FACE VELOCITY: NOT CONTROLLED BY BACS. FACE VELOCITY SETPOINTS ARE
PROGRAMMED INTO FUME HOOF MONITOR. TYPICALLY 100 FPM OCC / 65 FPM UNOCC MINIMUM LABORATORY OCCUPANCY INDEX TIME: 30 MINUTES ZONE OCCUPANCY SCHEDULE: 6 AM TO 8 PM, MON-FRI FACE VELOCITY
CONTROL THE FUME HOOD SHALL BE EQUIPPED WITH A FUME HOOD MONITOR AND SASH POSITION INDICATOR. THE MONITOR SHALL, AS A MINIMUM, HAVE THE FOLLOWING CAPABILITIES: - SASH POSITION INPUT
- STANDBY MODE INPUT TO ALLOW ADJUSTMENT OF FACE VELOCITY. - HOOD DECOMMISSION MODE. LABORATORY AIRFLOW CONTROL AIR VALVE POSITIONS SHALL BE BASED ON MODE. UNDER NORMAL CONTROL, ROOM
OCCUPANCY SHALL BE DETERMINED VIA ROOM OCCUPANCY SENSORS (MINIMUM 2 PER LAB USING LIGHTING OCCUPANCY SENSOR AUXILIARY CONTACTS). IF THE LABORATORY IS VACANT, THE ROOM SHALL BE PLACED
IN VACANT MODE BY THE BACS. WHEN THE ROOM IS OCCUPIED, THE BACS SHALL SEND AN OCCUPIED COMMAND TO THE FUME HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST
AIR VALVE AS NEEDED TO MAINTAIN THE 100 FPM FACE VELOCITY SETPOINT BASED ON THE SASH POSITION. THE GENERAL EXHAUST AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE OCCUPIED AIR CHANGE
RATE. THE SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL. WHEN THE ROOM IS UNOCCUPIED, AND THE SASH IS AT OR BELOW 18-INCHES, THE BACS SHALL
SEND AN UNOCCUPIED COMMAND TO THE FUME HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST AIR VALVE AS NEEDED TO MAINTAIN THE 65 FPM FACE VELOCITY SETPOINT
BASED ON THE SASH POSITION. THE GENERAL EXHAUST AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE UNOCCUPIED AIR CHANGE RATE. THE SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN
THE SPECIFIED AIRFLOW DIFFERENTIAL WHEN THE ROOM IS UNOCCUPIED AND THE SASH IS ABOVE 18-INCHES BASED ON SASH POSITION, THE BACS SHALL NOT SEND THE SPACE UNOCCUPIED COMMAND TO THE FUME
HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST AIR VALVE TO MAINTAIN THE UNOCCUPIED AIR CHANGE RATE. THE SUPPLY AIR VALVE SHALL MODULATE AS REQUIRED
TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL. VACANT MODE: THE BACS SHALL SEND A DECOMMISSION COMMAND TO THE FUME HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME
HOOD EXHAUST AIR VALVE TO CLOSE. THE GENERAL EXHAUST AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE VACANT AIR CHANGE RATE. THE SUPPLY AIR VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN
THE SPECIFIED AIRFLOW DIFFERENTIAL. ZONE TEMPERATURE CONTROL TEMPERATURE SETPOINTS SHALL BE DETERMINED BASED ON A COMBINATION OF PROGRAMED SCHEDULE AND SPACE OCCUPANCY SENSORS. OCCUPIED
HEATING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE SPACE TEMPERATURE FALLS BELOW THE OCCUPIED HEATING TEMPERATURE SETPOINT, THE REHEAT AND RADIANT PANEL
CONTROL VALVES SHALL MODULATE IN PARALLEL TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. WHEN THE SPACE TEMPERATURE IS AT SETPOINT, THE RADIANT PANEL AND REHEAT COIL CONTROL VALVES SHALL
BE CLOSED. OCCUPIED COOLING: THE SPACE SHALL HAVE A FAN COIL UNIT TO PROVIDE SUPPLEMENTAL SPACE COOLING. IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE SPACE
TEMPERATURE RISES ABOVE THE OCCUPIED COOLING TEMPERATURE SETPOINT, THE FAN COIL UNIT FAN SHALL START, AND THE COOLING COIL CONTROL VALVE SHALL MODULATE TO MAINTAIN SETPOINT. WHEN THE
SPACE TEMPERATURE IS AT SETPOINT, THE FAN COIL UNIT SHALL SHUT OFF AND THE CHILLED WATER CONTROL VALVE SHALL CLOSE. OCCUPIED SETBACK: IF THE SPACE BECOMES UNOCCUPIED DURING THE SCHEDULED
OCCUPIED PERIOD, THE ABOVE OCCUPIED HEATING/COOLING SEQUENCES SHALL APPLY. BUT THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE SETPOINTS. UNOCCUPIED HEATING: IF THE
SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE SPACE TEMPERATURE FALLS BELOW THE UNOCCUPIED HEATING TEMPERATURE SETPOINT, THE REHEAT AND RADIANT PANEL CONTROL VALVES
SHALL MODULATE IN PARALLEL TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. UNOCCUPIED COOLING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE
RISES ABOVE THE UNOCCUPIED COOLING TEMPERATURE SETPOINT, THE FAN COIL UNIT SHALL START, AND THE FAN COIL UNIT COOLING CONTROL VALVE SHALL MODULATE TO MAINTAIN SETPOINT. IF THE SPACE
BECOMES OCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD, THE SPACE SHALL INDEX TO OCCUPIED MODE FOR THE DURATION OF OCCUPANCY. WHEN THE SPACE BECOMES UNOCCUPIED AGAIN DURING THE SCHEDULED
UNOCCUPIED PERIOD, THE SPACE SHALL INDEX BACK TO UNOCCUPIED MODE. VACANT MODE: THE ABOVE UNOCCUPIED HEATING/COOLING SEQUENCES SHALL APPLY. THE SPACE SHALL BE MAINTAINED AT THE UNOCCUPIED
TEMPERATURE SETPOINTS. THE COOLING COIL CONTROL VALVE SHALL BE CLOSED WHENEVER THE HEATING COIL CONTROL VALVE IS OPEN TO PREVENT SIMULTANEOUS HEATING AND COOLING. THE COOLING CONTROL
VALVE SHALL BE CLOSED WHEN THE FAN COIL UNIT FAN IS OFF. LOW HOOD DENSITY TRACKING LABORATORY ZONE CONTROL GENERAL EXHAUST LOCAL FUME HOOD ALARM WITH REMOTE ALARM CONTACTS FUME HOOD
EXHAUST TYPICAL FOR EACH FUME HOOD (WHERE APPLICABLE) RADIANT CEILING PANELS HWS HWR ONLY APPLICABLE FOR SPACES WITH RADIANT HEATING PANELS SV FUME HOOD SASH POSITION SENSOR SEQUENCE
OF OPERATION FCU SPACE OCCUPANCY SENSOR OCCUPANCY SENSORS PROVIDED BY DIVISION 26. PROVIDE BMS INTERFACE MODULE AND COORDINATE WITH LIGHTING CONTROL MANUFACTURER. COMBINATION SPACE
TEMPERATURE/HUMIDITY/CO2 TRANSMITTER Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
NTS M8.60 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018 C C C ZONE CONTROL:
RADIANT CEILING HEATING AND ACTIVE CHILLED BEAM COOLING ZONE CONTROL POINT NAME HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTES BI BO AI AO AV BV SCH TREND ALARM BACS EMCS DESCRIPTION
STEAM LOAD SHED X(6) BINARY NETWORK INPUTS FROM EMCS CHILLED WATER LOAD SHED X(4) BINARY NETWORK INPUTS FROM EMCS SPACE TEMPERATURE SETPOINT X X X SPACE TEMPERATURE X X X +/- 4 °F FROM
SETPOINT X SPACE OCCUPANCY OVERRIDE X X SPACE SETPOINT ADJUSTMENT X X CHILLED BEAM CONTROL VALVE POSITION COMMAND X X X FAILS CLOSED CONDENSATE SENSOR STATUS X X X MOISTURE SENSED X
SPACE DEWPOINT X X X RADIANT CEILING PANEL CONTROL VALVE POSITION COMMAND X X X FAIL LAST SPACE OCCUPANCY X X X PRIMARY AIR BOX DAMPER POSITION COMMAND X X X PRIMARY AIR BOX AIRFLOW
FEEDBACK (CFM) X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT PRIMARY AIR SUPLY BOX AIRFLOW SETPOINT (CFM) X X X BACnet MSTP NETWORK POINT PRIMARY AIR BOX POSITION
FEEDBACK (%) X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT EXHAUST BOX DAMPER POSITION COMMAND X X X EXHAUST BOX AIRFLOW FEEDBACK (CFM) X X X 10% FLOW DEVIATION FROM SETPOINT
X BACnet MSTP NETWORK POINT EXHAUST BOX AIRFLOW SETPOINT (CFM) X X X BACnet MSTP NETWORK POINT EXHAUST BOX POSITION FEEDBACK (%) X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK
POINT AO AI DI AI AI FCV 01 TT 01 YI 01 MT 01 CO2 01 SYSTEM DESCRIPTION ACTIVE CHILLED BEAM CEILING COOLING RADIANT HEATING PANEL(S) PRIMARY SUPPLY AIR BOX DUCT MOUNTED RE-HEAT COIL
EXHAUST AIR BOX GENERAL REFER TO COMMON INDIVIDUAL DEVICE SEQUENCES/DIAGRAMS FOR REQUIRED POINTS. ALL POINTS WITHIN EACH ZONE MUST BE CONNECTED DIRECTLY TO A LOCAL CONTROLLER. TO ENSURE
ZONES CAN OPERATE INDEPENDENTLY, DEVICES SHALL NOT RELY ON NETWORK TO COMMUNICATE ACROSS ZONES. SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND CONTROL SYSTEM (BACS).
ALL SETPOINTS SHALL BE ADJUSTABLE. THE BACS SHALL BE CAPABLE OF STARTING AND STOPPIING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK. THE BACS SHALL BE CAPABLE OF RETAINING
ITS PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS. SETPOINTS SPACE COOLING TEMPERATURE SETPOINTS: OCCUPIED: 75 °F +/- 1.5 °F OCCUPIED SETBACK: 75 °F +/-
3 °F UNOCCUPIED: 75 °F +/- 6 °F SPACE HEATING TEMPERATURE SETPOINTS: OCCUPIED: 70 °F +/- 1.5 °F OCCUPIED SETBACK: 70 °F +/- 3 °F UNOCCUPIED: 70 °F +/- 6 °F ZONE OCCUPANCY SCHEDULE:
6 AM TO 8 PM, MON-FRI SPACE OCCUPANCY ZONE OCCUPANCY SHALL BE DETERMINED BASED ON A COMBINATION OF A TIME OF DAY SCHEDULE AND A SPACE OCCUPANCY SENSOR. DURING THE SCHEDULED OCCUPANCY
PERIOD, THE ZONE SHALL BE INITIALLY INDEXED TO OCCUPIED AND OPERATE FOR A MINIMUM OF 30 MINUTES, AT WHICH TIME THE SPACE OCCUPANT SENSOR SHALL INDEX THE SPACE BETWEEN OCCUPIED AND OCCUPIED
SETBACK MODE. IF THE SPACE BECOMES OCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD, AS DETERMINED VIA THE OCCUPANCY SENSOR, THE ZONE SHALL BE INDEXED TO OCCUPIED FOR THE DURATION OF
OCCUPANCY. THE ZONE SHALL INDEX BACK TO UNOCCUPIED WHEN OCCUPANCY IS NOT SENSED FOR A PERIOD OF 30 MINUTES. SPACE VENTILATION CONTROL IF THE ZONE IS OCCUPIED, THE SUPPLY AND EXHAUST
AIR BOXES SHALL INDEX TO THE OCCUPIED AIRFLOW SETPOINT. IF THE SPACE IS UNOCCUPIED, THE SUPPLY AND EXHAUST AIR BOXES SHALL CLOSE. ZONE TEMPERATURE CONTROL TEMPERATURE SETPOINTS SHALL
BE DETERMINED BASED ON A COMBINATION OF PROGRAMMED SCHEDULE AND A SPACE OCCUPANCY SENSOR. OCCUPIED HEATING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE ZONE
TEMPERATURE FALLS BELOW THE OCCUPIED HEATING TEMPERATURE SETPOINT, THE REHEAT COIL AND RADIANT CEILING PANEL CONTROL VALVES SHALL MODULATE IN PARALLEL TO MAINTAIN THE OCCUPIED HEATING
TEMPERATURE SETPOINT. OCCUPIED COOLING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE OCCUPIED COOLING TEMPERATURE SETPOINT,
THE CHILLED BEAM CONTROL VALVE SHALL MODULATE TO MAINTAIN THE OCCUPIED COOLING TEMPERATURE. OCCUPIED HEATING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED PERIOD, AND THE
ZONE TEMPERATURE FALLS BELOW THE OCCUPIED HEATING SETBACK TEMPERATURE SETPOINT, THE REHEAT COIL AND RADIANT CEILING PANEL CONTROL VALVES SHALL MODULATE IN PARALLEL TO MAINTAIN THE OCCUPIED
HEATING TEMPERATURE SETPOINT. OCCUPIED COOLING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD, AND THE ZONE TEMPERATURE RISES ABOVE THE OCCUPIED COOLING SETBACK
TEMPERATURE SETPOINT, THE PRIMARY AIR BOX AND EXHAUST AIR BOX SHALL OPEN, AND THE CHILLED BEAM CONTROL VALVE SHALL MODULATE TO MAINTAIN THE OCCUPIED COOLING SETBACK TEMPERATURE SETPOINT.
UNOCCUPIED HEATING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE FALLS BELOW THE UNOCCUPIED HEATING TEMPERATURE SETPOINT, THE RADIANT
CEILING PANEL CONTROL VALVE SHALL MODULATE TO MAINTAIN THE UNOCCUPIED HEATING TEMPERATURE SETPOINT. UNOCCUPIED COOLING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED
PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE UNOCCUPIED COOLING TEMPERATURE SETPOINT, THE PRIMARY AIR BOX AND THE EXHAUST BOX SHALL OPEN, AND THE CHILLED BEAM COOLING CONTROL VALVE
SHALL MODULATE TO MAINTAIN THE UNOCCUPIED COOLING TEMPERATURE SETPOINT. THE COOLING COIL CONTROL VALVE SHALL BE CLOSED WHENEVER THE HEATING COIL CONTROL VALVE IS OPEN TO PREVENT SIMULTANEOUS
HEATING AND COOLING. CONDENSATION CONTROL IF MOISTURE IS SENSED ON THE CHILLED WATER SUPPLY PIPING BY THE CONDENSATION SENSOR, THE CHILLED WATER ZONE VALVE SHALL CLOSE UNTIL MOISTURE
IS NO LONGER SENSED, AT WHICH TIME NORMAL SEQUENCE SHALL RESUME. RADIANT CEILING HEATING AND ACTIVE CHILLED BEAM COOLING ZONE CONTROL GENERAL EXHAUST RADIANT CEILING PANELS HWS HWR
ONLY APPLICABLE FOR SPACES WITH RADIANT HEATING PANELS SEQUENCE OF OPERATION SA MAIN VV TERMINAL BOX WITH REHEAT COIL CHILLED BEAM PROVIDE 1 CONTROL VALVE FOR CHILLED BEAM COOLING PER
ZONE. TO OTHER CHILLED BEAMS IN SPACE TO CHILLED BEAMS WITHIN ZONE SPACE OCCUPANCY SENSOR OCCUPANCY SENSORS PROVIDED BY DIVISION 26. PROVIDE BMS INTERFACE MODULE AND COORDINATE WITH
LIGHTING CONTROL MANUFACTURER. COMBINATION SPACE TEMPERATURE/HUMIDITY/CO2 TRANSMITTER Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.70 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2
F6DD72B539 12/10/2018 VFD VFD END OF MAIN BYPASS P-3 OUTDOOR AIR TEMPERATURE SENSOR - COMMON LPS TO HWS/R180 SYSTEMSYSTEM FROM HWS/R180 P-3A HX-1.1 HX-1.2 HWR HWS HWS180 HWS180 180 DEG.
HW SYSTEM SERVES AHU PREHEAT AND PERIMETER HEAT LPC LPC DI DI DI DI DI DI DI AI AI AI AO DO AI AI DATA DATA DATA DATA DATA DATA DI DI DI DI DI DI DATA DATA DI DI DI DI DATA DI DATA
DI DATA DATA ZI ZI ZI ZI ZI ZI ZI GI 01 TT 02 TT 01 TT 03 ZI ZI ZI ZI ZI ZI ZI ZI ZI ZI ZI ZI CA-DD-1A CONTROL PANEL: TROUBLE ALARM & DATA DROP PURE WATER SYSTEM CONTROL PANEL: TROUBLE
ALARM & DATA DROP CA-C-1A CONTROL PANEL: TROUBLE ALARM & DATA DROP REMOTE "TROUBLE ALARM" CONTACTS REMOTE "TROUBLE ALARM" CONTACTS PLUMBING SYSTEMS MONITOR/ALARMS VACUUM SYSTEM CONTROL
PANEL: TROUBLE ALARM & DATA DROP SAFETY STATIONS: PROVIDE TROUBLE CONTACT WITH DISCRETE ADDRESS FOR EACH SAFETY EQUIPMENT CA-C-1B CONTROL PANEL: TROUBLE ALARM & DATA DROP CA-DD-1B CONTROL
PANEL: TROUBLE ALARM & DATA DROP GENERAL 1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND SHEET M8.01 FOR
ADDITIONAL REQUIREMENTS. 2. CONNECT TO EXISTING GAS DETECTION SYSTEM. ALARMS 1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS: a. CABINET SENSOR DETECTS GAS LEVELS
ABOVE ACCEPTABLE LEVELS. AIRFLOW CONTROL 1. EXHAUST AIRFLOW SHALL NORMALLY BE CONSTANT VOLUME IF GAS DETECTION SYSTEM INDICATES UNACCEPTABLE LEVELS OF CONCENTRATION, AIRFLOW SHALL INCREASE
TO PURGE AIRFLOW RATE DICTATED BY CABINET MANUFACTURER.. GENERAL 1. HEATING SYSTEM SHALL BE OPERATIONAL 24 HOURS PER DAY, 7 DAYS PER WEEK. 2. REFER TO SEQUENCE OF OPERATION - GENERAL,
CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS. 3. EXISTING RE-HEAT LOOP IS BEING MODIFIED TO ADD CAPACITY
FOR THIS PROJECT. EXISTING LOOP HAS 1 HEAT EXCHANGER AND 1 PUMP. THIS PROJECT IS ADDING 1 HEAT EXCHANGER AND 1 PUMP. ASSOCIATED CONTROL POINTS FOR NEW EQUIPMENT SHALL BE PROVIDED. EXISTING
TO REMAIN COMPONENTS ARE LISTED. SAFETIES 1. THE FOLLOWING SAFETIES, EACH WITH INDIVIDUAL MANUAL RESETS, SHALL SHUT DOWN EXHAUST FAN(S) AND INITIATE A SPECIFIC ALARM NOTICE AT THE BAS:
a. DIFFERENTIAL PRESSURE AT PDT-01 INDICATES PUMP IS IN DEADHEAD CONDITION. DEADHEAD SETPOINT SHALL BE DETERMINED FROM APPROVED SHOP DRAWING PUMP CURVE. ALARMS 1. THE FOLLOWING SHALL
INITIATE SPECIFIC ALARM NOTICES AT THE BAS ONLY WHEN THE UNIT IS STATUS ON: a. ANY PUMP IS COMMANDED TO RUN AND THE BAS SENSES NO STATUS AT CURRENT TRANSMITTER CONTINUOUSLY FOR 10 SECONDS.
b. SUPPLY HOT WATER IS AT LEAST 10°F ABOVE OR BELOW SETPOINT CONTINUOUSLY FOR 30 SECONDS. ACTIVE/STANDBY DESIGNATION 1. EVERY WEEK, THE BAS WILL SWITCH THE STANDBY/ACTIVE HEAT EXCHANGER
DESIGNATIONS AND THE FOLLOWING SHALL OCCUR: a. NEWLY ACTIVE HEAT EXCHANGER HOT WATER ISOLATION VALVE SHALL FULLY OPEN. b. AFTER HOT WATER VALVE IS OPEN, NEWLY ACTIVE HEAT EXCHANGER
STEAM CONTROL VALVES SHALL MODULATE IN ACCORDANCE WITH TEMPERATURE CONTROL PARAGRAPH BELOW. c. AFTER A 30 SECOND DELAY, PREVIOUSLY ACTIVE HEAT EXCHANGER STEAM CONTROL VALVES AND HOT
WATER ISOLATION VALVE SHALL FULLY CLOSE. 2. EVERY WEEK, THE BAS WILL SWITCH THE STANDBY/ACTIVE PUMP DESIGNATIONS. TEMPERATURE CONTROL 1. EXISTING SUPPLY TEMPERATURE CONTROL SHALL REMAIN.
MODIFICATIONS SHALL ONLY BE DONE TO ADD NEW COMPONENTS TO SYSTEM WITHOUT EFFECTING SYSTEM PERFORMANCE. 2. IF TEMPERATURE IS BELOW SETPOINT AND STEAM CONTROL VALVE IS FULLY OPEN ON ACTIVE
HEAT EXCHANGERS, BOTH HEAT EXCHANGERS SHALL OPERATE TO MAINTAIN HYDRONIC TEMPERATURE. PUMP SPEED CONTROL 1. ACTIVE PUMP VFD SHALL MODULATE TO MAINTAIN STATIC PRESSURE SETPOINT AT EXISTING
SENSOR. 2. THE INITIAL DIFFERENTIAL PRESSURE SETPOINT SHALL BE 15 PSI. THIS VALUE SHALL BE ADJUSTED TO THE REQUIRED SETPOINT TO ACHIEVE THE PROPER FLOW RATE AS DETERMINED DURING BALANCING.
3. IF VFD OF OPERATING PUMP IS AT MAXIMUM SPEED AND PRESSURE SETPOINT IS NOT MAINTAINED, BOTH PUMPS SHALL RUN TO MAINTAIN SYSTEM PRESSURE. BACNET DATA DROP CONNECTION CA-F-1A: REMOTE
TROUBLE ALARM CA-F-1B: REMOTE TROUBLE ALARM CA-F-2A: REMOTE TROUBLE ALARM CA-F-2B: REMOTE TROUBLE ALARM SAN-SP-1A CONTROL PANEL: TROUBLE ALARM & DATA DROP SAN-SP-1B CONTROL PANEL: TROUBLE
ALARM & DATA DROP CA-DEWPOINT ANALYZER: LOOP POWERED W/ DATA DROP 4-20 AMP LHWR-CP-1: REMOTE TROUBLE ALARM N2-OXYGEN ANALYZER: LOOP POWERED W/ DATA DROP 4-20 AMP N2-PRESSURE TRANSMITTER:
LOOP POWERED W/ DATA DROP 4-20 AMP N2-FLOW METER : LOOP POWERED W/ DATA DROP 4-20 AMP LHWR-EWH-1: REMOTE TROUBLE ALARM BACNET DATA DROP CONNECTION REMOTE "TROUBLE ALARM" CONTACTS GAS
CABINET CO SENSOR GAS CABINET EXHAUST VALVE RE-HEAT HOT WATER SYSTEM CONTROLS TYPICAL FOR EACH HEAT EXCHANGER (XM) (XM) (XM) (XM) (XM) (XM) (XM) (XM) CYLINDER STORAGE GAS DETECTION
TCV 01 PDT 01 LEAD HX LAG HX FCV 01 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
NTS M8.80 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
5 J VFD T3 PANEL XX X J J # F P SYSTEM GROUND OR EQUIPMENT GROUND POWER TRANSFORMER - DELTA CONNECTED PRIMARY GROUNDED WYE CONNECTED SECONDARY SWITCH "I" - INSTANTANEOUS PICKUP "S"
- SHORT TIME PICK UP & DELAY "G" - GROUND FAULT PICKUP "L" - LONG TIME PICK UP & DELAY DRAW OUT POWER CIRCUIT BREAKER (FRAME/TRIP) LSIG 1200 800 125E FUSE "125E" DENOTES SIZE
AND TYPE LA LIGHTNING/SURGE ARRESTER NOTES: DOUBLE LUG AND FEED THRU AT PANEL BOARDS SHALL NOT BE PERMITTED1. 2. EQUIPMENT LEGEND JUNCTION AND/OR PULL BOX VARIABLE FREQUENCY DRIVE DISCONNECT
SWITCH (UNFUSED) DISCONNECT SWITCH (FUSED) 208Y/120 VOLT, 3Φ, 4 WIRE PANEL 480Y/277 VOLT, 3Φ, 4 WIRE PANEL CONTRACTOR TO EQUIPMENT BY OTHERS. AND CONDUCTORS BY THE ELECTRICAL DENOTES
FLEXIBLE LIQUID TIGHT CONNECTION LSIG **AF **AT PANELBOARD TRANSFER SWITCH MOLDED CASE CIRCUIT BREAKER POWER ONE-LINE LEGEND T3 E "ATS" DENOTES AUTOMATIC TRANSFER SWITCH "MTS" DENOTES
MANUAL TRANSFER SWITCH DRY TYPE TRANSFORMER. "T3" DENOTES TRANSFORMER TYPE. REFER TO THE "DRY TYPE TRANSFORMER SCHEDULE" FOR FURTHER INFORMATION. MS217-2 PLUMBING AND MECHANICAL EQUIPMENT
DESIGNATION. REFER TO SCHEDULE. DESIGNATION "MS217-2" DENOTES BRANCH CIRCUIT DESIGNATION FOR EQUIPMENT SUCH AS UNIT HEATERS, WHERE THERE ARE SEVERAL UNITS WITH THE SAME EQUIPMENT
DESIGNATION. WIRING DEVICES LEGEND NOTES: CONDUIT / CIRCUITRY TURNING UP CONDUIT / CIRCUITRY TURNING DOWN PS218-1,3,5 60A-3P* PS218-1 CIRCUITRY AND FEEDERS LEGEND HOMERUN TO PANEL "PS218",
CIRCUIT #1. EACH BRANCH CIRCUIT SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR UNLESS OTHERWISE NOTED. PROVIDE UNSHARED GROUNDING CONDUCTORS FOR EACH CIRCUIT IN ACCORDANCE WITH SPECIFICATIONS
AND N.E.C. UNLESS OTHERWISE NOTED. MINIMUM SIZE CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. SEE NOTE #1 BELOW. 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE MOUNTED ABOVE
COUNTER OR HIGHER THAN STANDARD RECEPTACLE MOUNTING HEIGHT. MOTOR. NUMERAL INDICATES HORSEPOWER RATING. 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE ON NORMAL POWER. "2" DENOTES
CIRCUIT NUMBER. "S" - DENOTES RECEPTACLE ON STAND-BY POWER "TV" - DENOTES RECEPTACLE FOR TV DISPLAY. PART PLAN REFERENCE TAG. THE TOP LETTER OR NUMBER IS THE PART PLAN REFERENCE AND
THE LOWER REFERENCE INDICATES THE DRAWING THE PART PLAN IS LOCATED. 1 E-501 HOMERUN TO PANEL "PS218", CIRCUIT #1,3,5 VIA 60A-3P* CIRCUIT BREAKER. ASTERISK INDICATES NEUTRAL CONDUCTOR
REQUIRED IN CIRCUIT, AS INDICATED IN THE "BRANCH CIRCUIT SCHEDULE." SEE NOTE #1 BELOW. MANUAL MOTOR STARTER COMPLETE WITH THERMAL OVERLOAD PROTECTION. "P" DENOTES EQUIPPED WITH PILOT
LIGHT, PROVIDED BY ELECTRICAL CONTRACTOR. 2 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX RECEPTACLE. 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX RECEPTACLES MOUNTED ABOVE COUNTER.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE EQUIPPED WITH INTEGRAL GROUND FAULT INTERRUPTER AND MOUNTED IN CAST OUTLET BOX WITH WEATHERPROOF COVER. 125 VOLT, 2 POLE, 3 WIRE,
20 AMP., DUPLEX RECEPTACLE EQUIPPED WITH INTEGRAL GROUND FAULT INTERRUPTER. WP G ALL RECEPTACLES SHALL BE INSTALLED WITH GROUND PRONG IN THE UP POSITION. ALL RECEPTACLES SHALL BE SIDE
WIRED. JUNCTION AND/OR PULL BOX IN CEILING DRY TYPE TRANSFORMER. "T3" DENOTES TRANSFORMER TYPE. REFER TO THE "DRY TYPE TRANSFORMER SCHEDULE" FOR FURTHER INFORMATION. "AF" - INDICATES
AMPERE FRAME SIZE "ST" - INDICATES SHUNT TRIP BREAKER "L" - INDICATES LONG TIME DELAY "S" - INDICATES SHORT TIME DELAY "I" - INDICATES INSTANTANEOUS PICKUP "G" - INDICATES GROUND
FAULT PICKUP ST "AT" - INDICATES AMPERE TRIP SETTING AMPERES AMERICANS WITH DISABILITIES ACT AMPERE INTERRUPTING CAPACITY AUTOMATIC TRANSFER SWITCH ALUMINUM INSTITUTE ARCHITECT AMERICAN
NATIONAL STANDARDS AUTHORITY HAVING JURISDICTION ABOVE FINISH GRADE AIR HANDLING UNIT ABOVE FINISH FLOOR AMERICAN WIRE GAUGE BELOW FINISH GRADE AUTOMATIC TEMPERATURE CONTROL CONDUIT
CIRCUIT COLUMN CONTROL POWER TRANSFORMER CIRCUIT BREAKER CENTERLINE CATALOG CURRENT LIMITING FUSE BUILDING DIRECT DIGITAL CONTROL COPPER DRAWING CURRENT TRANSFORMER FAN COIL UNIT ELECTRICAL
CONTRACTOR EXHAUST FAN EMERGENCY FIRE ALARM ELECTRICAL METALLIC TUBING ELECTRIC WATER COOLER EMERGENCY POWER OFF GROUND FAULT INTERRUPTER GROUND OR GROUNDING FLEXIBLE METAL CONDUIT
FULL LOAD AMPERES ISOLATED GROUND HAND, OFF, AUTOMATIC SWITCH INTERLOCK INSTITUTE OF ELECTRICAL AND THOUSAND CIRCULAR MILS ELECTRONIC ENGINEERS INTERMEDIATE METAL CONDUIT GALVANIZED
RIGID METALLIC CONDUIT CERTIFIED BALLAST MANUFACTURERS HOA IG IEEE IMC INT kcmil FLA FT FMC GFI GRMC GND,G FEET EM EPO EMT F FCU FA EWC FUSE DDL CU CT DWG EC EF CB CKT CBM CPT CLF COL
CL BFG ATC AWG CAT C BLDG AHU AIC AL ATS ARCH ANSI A ADA AFG AFF AHJ GENERAL ABBREVIATIONS CABINET UNIT HEATERCUH HPF HIGH POWER FACTOR PT POTENTIAL TRANSFORMER PHASE ROOF TOP UNIT
TELEPHONE SYMMETRICAL POLYVINYL CHLORIDE RIGID METAL CONDUIT ROOT MEAN SQUARED RIGID NON-METALLIC CONDUIT BREAKER UNIT HEATER TRANSFORMER WEATHERPROOF WATER HEATER UNLESS OTHERWISE
NOTED UNDERGROUND OR UNDERGRADE UNDERWRITERS LABORATORIES UNINTERRUPTABLE POWER SUPPLY THERMAL MAGNETIC CIRCUITTMCB WH XFMR WP W V DELTA WYE WIRE VOLT UG UL UPS UH U.O.N. SP RTU RNMC
SW TEL SYM SWITCH SPARE PWR PVC RMC RMS POWER KILOWATTS CONDUIT LIGHTING MAIN LUGS ONLY KILOVOLT AMPERES NORMALLY CLOSED METAL CLAD CABLE MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MOTOR
CIRCUIT PROTECTOR LIQUIDTIGHT FLEXIBLE METAL ASSOCIATION NOT TO SCALE PUSHBUTTON NOT IN CONTRACT NATIONAL ELECTRICAL NATIONAL ELECTRIC CODE MANUFACTURES ASSOCIATION NATIONAL FIRE PROTECTION
PROVIDED UNDER OTHER SECTIONS NORMALLY OPEN OR NUMBERNO NTS POS PNL P PB PANEL POLE NEC NEMA N.I.C. NFPA MC MCB MCC MCP MLO NC kW kVA LTG LFMC Φ Y BAS EHD ES ESD EWC OPS OVP SEC TP
SPECIAL PURPOSE RECEPTACLE. "#" DENOTES RECEPTACLE TYPE. REFER TO "SPECIAL PURPOSE RECEPTACLE SCHEDULE" ON DRAWING E0.01 FOR FURTHER INFORMATION. CEILING MOUNTED 125 VOLT, 2 POLE,
3 WIRE, 20 AMP, DUPLEX RECEPTACLE. COORDINATE EXACT LOCATIONS WITH ARCHITECT. "OVP" DENOTES RECEPTACLE FOR OVERHEAD VIDEO PROJECTOR. AUDIO VISUAL CONTRACTORAVC PS218-1,2 MULTIPLE HOMERUNS
TO PANEL "PS218", CIRCUIT #1 AND #2. PROVIDE DEDICATED NEUTRAL AND GROUND FOR EACH CIRCUIT NUMBER SHOWN UNLESS OTHERWISE NOTED. SEE NOTE #1 BELOW. NOTES: 1. REFER TO PANEL SCHEDULES
FOR BREAKER SIZE OF EACH CIRCUIT HOMERUN. REFER TO THE "BRANCH CIRCUIT SCHEDULE" ON DRAWING E002 FOR CONDUCTOR QUANTITIES, CONDUIT SIZES, AND CIRCUIT LENGTH TABLE FOR WIRE SIZE INCREASES
DUE TO VOLTAGE DROP. REFER TO GENERAL NOTES ON THIS DRAWING FOR ADDITIONAL INFORMATION. VI VACUUM INTERRUPTER S PS218-1,3,5 HOMERUN TO PANEL "PS218", CIRCUIT #1,3,5 VIA 3-POLE CIRCUIT
BREAKER. SEE NOTE #1 BELOW. OVP AUTOMATIC TRANSFER SWITCH WITH BYPASS ISOLATION N TV SIDE GUTTERS SHALL BE PROVIDED ON ALL PANELBOARDS WITH MORE THAN 60 POLES. PULL BOX (SIZE AS REQUIRED)PB
DISTRIBUTION PANELBOARD "BAS" - DENOTES CONNECTION TO BAS PANELS. "EHD" - DENOTES CONNECTION TO ELECTRIC HAND/HAIR DRYER. "ESD" - DENOTES CONNECTION TO ELECTRIC SOAP DISPENSER. "EWC"
- DENOTES CONNECTION TO ELECTRIC WATER COOLER. PROVIDE GFCI PROTECTION; HUBBELL "GFBF20ILA" OR EQUAL. "OPS" - DENOTES CONNECTION TO OPERABLE PROJECTOR SCREEN MOTOR.
"OVP" - DENOTES TO CONNECT TO OVERHEAD VIDEO PROJECTOR. "SEC" - DENOTES TO CONNECT TO SECURITY PANELS. "TP" - DENOTES CONNECTION TO TRAP PRIMERS "ES" - DENOTES CONNECTION TO EMERGENCY
SHOWER. WALL MOUNTED POWER CONNECTION TO ELECTRIFIED FURNITURE PARTITION WITH 3/4" LIQUIDTIGHT FLEX WITH CONDUCTORS AS INDICATED. 11. 1. 2. 7. 6. 5. 4. 3. 8. 9. 10. GENERAL NOTES ALL
WIRING SHALL BE RUN CONCEALED UNLESS SPECIFIED OTHERWISE. 12. ALL RECEPTACLES LOCATED WITHIN 6'-0" OF A SINK SHALL BE OF THE GFI TYPE. ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND
WORKMANLIKE MANNER, RECTILINEAR TO BUILDING STRUCTURE. ALL COMPONENTS SHOWN ON THE RISER DIAGRAMS, BUT NOT ON THE PLAN OR VICE VERSA, SHALL BE INCLUDED AS IF SHOWN ON BOTH. EXACT LOCATION
OF MECHANICAL EQUIPMENT THAT REQUIRES ELECTRICAL CONNECTION IS SHOWN ON THE MECHANICAL DRAWINGS. ALL RACEWAYS CROSSING BUILDING EXPANSION JOINTS SHALL BE EQUIPPED WITH EXPANSION FITTINGS.
CONDUIT HOMERUNS SHOWN ON THE DRAWING WITH MORE THAN 3 CURRENT CARRYING CONDUCTORS ARE SHOWN DIAGRAMATICALLY. THE CONTRACTOR SHALL NOT INSTALL MORE THAN 3 CURRENT CARRYING CONDUCTORS
IN A RACEWAY. ALL FLUSH MOUNTED PANELS SHALL HAVE AN EMPTY 1-1/2" CONDUIT & (2) 3/4" CONDUIT STUBBED ABOVE ACCESSIBLE CEILING FOR FUTURE SPARE CIRCUITS. CONTRACTOR SHALL REVIEW ALL
TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS WITH THE ARCHITECT. ELEMENTS OF THE ELECTRICAL WORK
SHALL BE INSTALLED SUCH THAT AT COMPLETION THE ELEMENT SHALL BE "FULLY AND REASONABLY ACCESSIBLE". ELEMENTS OF THE ELECTRICAL WORK INCLUDE, BUT ARE NOT LIMITED TO PANELS, SWITCHBOARDS,
MOTOR CONTROLS, TRANSFORMER, DISCONNECTS, JUNCTION BOXES, AND ALL MAINTENANCE ACCESS POINTS INCLUDING CABLE PULL SPACE. "FULLY AND REASONABLE ACCESSIBLE" SHALL BE DEFINED AS; CAPABLE
OF BEING ACCESSED FOR SERVICE, REPAIR OR REPLACEMENT BY AN AVERAGE SPEED INDIVIDUAL, ON A LADDER ID NECESSARY, AND CAPABLE OF BEING SERVICED OR REMOVED WITHOUT REMOVING, MODIFYING
OR DISTORTING OTHER COMPONENTS OF THE WORK OF OTHER TRADES. CONFLICTS WITH MEETING THIS REQUIREMENT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE IN A TIMELY MANNER.
EACH LIGHTING AND RECEPTACLE BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL CONDUCTOR FOR EACH AND EVERY CIRCUIT, UNLESS SPECIFICALLY NOTED OTHERWISE. THE ELECTRICAL CONTRACTORS SHALL
VERIFY EXISTING CONDITIONS TO INSURE THAT THE NEW WORK WILL FIT TO THE EXISTING STRUCTURE IN THE MANNER INTENDED AND SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/OWNER
REPRESENTATIVE PRIOR TO ANY ROUGH-INS, FABRICATION, OR PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD
MEASUREMENTS AND NOTES RELATED TO THE AREA. 13. COORDINATE LOCATION OF ALL ELECTRICAL EQUIPMENT WITH THE HVAC, PLUMBING AND FIRE PROTECTION CONTRACTORS. THE ELECTRICAL CONTRACTOR SHALL
NOT ALLOW ANY EQUIPMENT, DUCTWORK, OR PIPING FOREIGN TO THE ELECTRICAL INSTALLATION TO BE INSTALLED IN OR PASS THROUGH ANY ROOM IN WHICH ELECTRICAL SYSTEMS OR EQUIPMENT IS LOCATED,
SUCH AS ELECTRICAL ROOM, ELECTRIC CLOSETS TELEPHONE OR DATA CLOSETS. WHEN SERVING AN ELECTRICAL SPACE, NO PIPING, DUCTWORK OR OTHER MECHANICAL EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH
THE AREA OF THE ELECTRICAL EQUIPMENT EQUAL TO THE WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT EXTENDING FROM FLOOR TO STRUCTURAL CEILING ABOVE. (REFER TO LIGHTING FIXTURE SCHEDULE FOR
ADDITIONAL INFORMATION) LIGHTING FIXTURES INDICATED WITH SHADING DENOTES CIRCUITED TO NORMAL/EMERGENCY SUPPLY. MOUNTED OR WALL MOUNTED PROVIDE DIRECTIONAL ILLUMINATED "EXIT" SIGN LIGHTING
FIXTURE. CEILING ARROWS AS INDICATED ON FLOOR PLANS. DOT " " LIGHT FIXTURE DENOTES SIDE WITH FACE. "a" INDICATES SWITCH CONTROL "13" INDICATES CIRCUIT NUMBER "A" INDICATES FIXTURE
TYPE a A 13 LIGHTING EQUIPMENT LEGEND A INTENT SCHEDULE. LIGHTING CONTROL INTENT TAG. REFER TO LIGHTING CONTROL LOW VOLTAGE SYSTEM NOTES 1. 2. 3. INCLUDE FIRE STOPPING OF ALL PENETRATIONS
ASSOCIATED WITH THE ABOVE SYSTEMS. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SYSTEM OF BOXES AND PATHWAYS FOR THE TEL/DATA DEVICES SHOWN ON THE TEL/DATA DRAWINGS. REFER TO THE
TEL/DATA DRAWINGS FOR DEVICE QUANTITY, PATHWAY SIZING, AND LOCATIONS. ALL CONDUITS SHALL BE PROVIDED WITH BUSHINGS ON BOTH ENDS AND A PULL STRING. THIS CONTRACTOR IS RESPONSIBLE FOR
PROVIDING A SYSTEM OF BOXES AND PATHWAYS FOR THE SECURITY DEVICES AS DESCRIBED IN THE SECURITY DRAWINGS. REFER TO THE SECURITY DRAWINGS FOR DEVICE QUANTITY, PATHWAY SIZING, AND LOCATIONS.
ALL CONDUITS THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SYSTEM OF BOXES AND PATHWAYS FOR THE A/V DEVICES AS DESCRIBED IN THE A/V DRAWINGS. REFER TO THE A/V DRAWINGS FOR DEVICE
QUANTITY, PATHWAY SIZING, AND LOCATIONS. ALL CONDUITS SHALL BE 4. SHALL BE PROVIDED WITH BUSHINGS ON BOTH ENDS AND A PULL STRING. SHALL BE PROVIDED WITH BUSHINGS ON BOTH ENDS AND A
PULL STRING. 1. 2. 1. LEGEND NOTES THIS SHEET IS A GENERAL LIST OF SYMBOLS AND SHALL BE USED AS A REFERENCE TO DEFINE ITEMS INDICATED ON THE DRAWINGS. NOT ALL SYMBOLS ARE NECESSARILY
USED ON THIS PROJECT. MULTI - OUTLET ASSEMBLY WITH DEVICES AS SHOWN. EXISTING TO REMAINETR CEILING MOUNTED, OCCUPANCY/ VACANCY SENSOR. XL XD XN XR XM RESPONSIBLE FOR MAINTAINING CIRCUITRY
TO DEVICES TO POWER SOURCE AND LABEL BREAKER IN PANELBOARD AS SPARE. CONTRACTOR SHALL BE CONDUIT AS REQUIRED SO AS TO PROVIDE A COMPLETE OPERATIONAL INSTALLATION. TO BE REMOVED. CUT
BACK AND MAKE SAFE ALL ASSOCIATED BRANCH CIRCUIT WIRING CONDUIT BACK EQUIPMENT TO BE REMOVED AND REPLACED WITH NEW. "XL" ADJACENT TO EQUIPMENT DENOTES RELOCATED EXISTING AT NEW LOCATION
UNAFFECTED BY DEMOLITION. "XD" ADJACENT TO EQUIPMENT DENOTES EXISTING "XR" ADJACENT TO EQUIPMENT DENOTES EXISTING "XN" ADJACENT TO EQUIPMENT DENOTES EXISTING "XM" ADJACENT TO EQUIPMENT
DENOTES EXISTING SYMBOLS OUT OF FUNCTION DENOTES EXISTING TO BE RELOCATED AS SHOWN. CUT BACK AND/OR EXTEND EXISTING BRANCH CIRCUIT WIRING AND EQUIPMENT TO REMAIN. EXISTING EQUIPMENT
LEGEND IN EXISTING LOCATION. TO BE REMOVED, STORED, CLEANED AND REINSTALLED "XS" ADJACENT TO EQUIPMENT DENOTES EXISTINGXS S1 WALL MOUNTED, OCCUPANCY/VACANCY SENSOR. S2 P1 CEILING MOUNTED
PHOTOCELL "b" DENOTES DIMMING CONTROL. LVD LOW VOLTAGE DIMMER SWITCH 0-10 V. SINGLE POLE LOW VOLTAGE TOGGLE SWITCH "B" DENOTES SWITCH CONTROL. b b Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" E0.01 29313.00 11/30/18 ELECTRICAL LEGEND & GENERAL NOTES
# DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018 NOTES: 1-8AWG 3/4"C. 1-8AWG 3/4"C. 1-8AWG 3/4"C. 1-6AWG 3/4"C.
1-2AWG 3/4"C. 1-1/OAWG 3/4"C. 1-2/OAWG 3/4"C. 1-2/OAWG 3/4"C. 1-2/OAWG 3/4"C. 1-2/OAWG 3/4"C. 1" 60 1.25" 1.25" 70 1.5" 1.5" 100 2" 2" 125 2.5" 2" 150 2.5" 2" 175 2.5" 2" 200 2.5" LEGEND
OF FEEDER SIZES COPPER CONDUCTORS 2.5" 225 2.5" 3" 250 3" 3" 300 3" 4" 350 4" 4" 400 4" (2)-3"500 (2 SETS 0F) 3-250 kcmil ; 1-250 kcmil N; 1-2 AWG GND. (2)-3.5"600 (2 SETS OF) 3-350
kcmil ; 1-350 kcmil N; 1-1 AWG GND. (2)-4"800 (2 SETS OF) 3-600 kcmil ; 1-600 kcmil N; 1-1/0 AWG GND. (3) 3.5"1000 (3 SETS OF) 3-500 kcmil; 1-500 kcmil N; 1-2/0 AWG GND. (3)-4"1200
(3 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-3/0 AWG GND. (4)-4"1600 (4 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-4/0 AWG GND. (5)-4"2000 (5 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-250 kcmil
GND. NOTES: 1. ALL AMPACITIES ARE BASED ON 75 DEGREE C TEMPERATURE RATING OF CONDUCTOR AS LISTED IN THE NATIONAL ELECTRIC CODE. NOM. AMPERE RATING FEEDER TAG & MODIF. CONDUCTORS MINIMUM
RACEWAY SIZE (INCHES) Y DESIGNATIONS 2. FEEDERS MAY HAVE A COMBINATION OF OVERSIZED NEUTRAL AND ISOLATED GROUND (DESIGNATION K AND G). REFER TO RISER FOR FEEDER DESIGNATIONS. Y Y Y
Y Y Y 3-6 AWG; 1-6 AWG N; 1-10 AWG GND. CHANGE NEUTRAL TO 1-4 AWG ADD 1-10 AWG IG 3-4 AWG; 1-4 AWG N; 1-8 AWG GND. CHANGE NEUTRAL TO 1-1/0 AWG ADD 1-8 AWG IG 3-1 AWG; 1-1 AWG N; 1-8
AWG GND. CHANGE NEUTRAL TO 1-3/0 AWG ADD 1-8 AWG IG 3-1/0 AWG; 1-1/0 AWG N; 1-6 AWG GND. CHANGE NEUTRAL TO 2-1/0 AWG ADD 1-6 AWG IG 3-1/0 AWG; 1-1/0 AWG N; 1-6 AWG GND. CHANGE NEUTRAL
TO 2-1/0 AWG ADD 1-6 AWG IG 3-2/0 AWG; 1-2/0 AWG N; 1-6 AWG GND. CHANGE NEUTRAL TO 2-2/0 AWG ADD 1-6 AWG IG 3-3/0 AWG; 1-3/0 AWG N; 1-6 AWG GND. CHANGE NEUTRAL TO 2-3/0 AWG ADD 1-6
AWG IG 3-4/0 AWG; 1-4/0 AWG N; 1-4 AWG GND. CHANGE NEUTRAL TO 2-4/0 AWG ADD 1-4 AWG IG 3-250 kcmil ; 1-250 kcmil N; 1-4 AWG GND. CHANGE NEUTRAL TO 2-250 kcmil ADD 1-4 AWG IG 3-350
kcmil ; 1-350 kcmil N; 1-4 AWG GND. CHANGE NEUTRAL TO 2-350 kcmil AWG ADD 1-4 AWG IG 3-500 kcmil ; 1-500 kcmil N; 1-3 AWG GND. CHANGE NEUTRAL TO 2-500 kcmil ADD 1-3 AWG IG 3-600 kcmil
; 1-600 kcmil N; 1-3 AWG GND. CHANGE NEUTRAL TO 2-600 kcmil ADD 1-3 AWG IG Y K G Y K G Y K G Y K G Y K G Y K G Y K G Y K G Y K G Y K G Y K G Y K G - 3-6 AWG; 1-10 AWG GND. 3-4 AWG;
1-8 AWG GND.3-1 AWG; 1-8 AWG GND.3-1/0 AWG; 1-6 AWG GND.3-1/0 AWG; 1-6 AWG GND.3-2/0 AWG; 1-6 AWG GND.3-3/0 AWG; 1-6 AWG GND.3-4/0 AWG; 1-4 AWG GND.3-250 kcmil; 1-4 AWG GND.3-350 kcmil;
1-4 AWG GND.3-500 kcmil; 1-3 AWG GND.3-600 kcmil ; 1-3 AWG GND.2000* 1600* 1200* 1000* 800* 600* 500* 400* 350* 300* 250* 225* 200* 175* 150* 125* 100* 70* 60* THE ASTERISK ABOVE IS
FILLED IN WITH ONE OR MORE OF THE FOLLOWING DESIGNATIONS ON THE RISER. Y - THREE PHASE FOUR WIRE FEEDER. K - THREE PHASE FEEDER WITH OVERSIZED NEUTRAL. G - THREE PHASE FEEDER WITH ISOLATED
GROUND. VD - FEEDER SIZED FOR VOLTAGE DROP (6)-4"2500 (6 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-350 kcmil GND.Y2500* (8)-4"3000 (8 SETS OF) 3-500 kcmil; 1-500 kcmil N; 1-400 kcmil GND.Y3000*
(10)-4"4000 (10 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-500 kcmil GND.Y4000* SYMBOL NOTE: 1. COORDINATE EXACT NEMA CONFIGURATION WITH EQUIPMENT MANUFACTURER/PROVIDER. - 3/4" 3#6 & 1#10
GND 3#6 & 1#10 GND 2#10 & 1#10 GND 2#12 & 1#12 GND 250V., 3Φ, 3P., 4W. 250V., 3Φ, 3P., 4W. 60A., 20A., 50A., 30A., 15-60R L5-20R 15-50R L5-30R 16 14 15 13 125V., 2P., 3W. 125V., 2P.,
3W. TWIST-LOCK TWIST-LOCK 30A - 1P 50A - 3P 60A - 3P 20A - 1P C. C. C. C.- 3/4" - 3/4" - 3/4" 2#10 & 1#10 GND 2#6 & 1#10 GND 2#12 & 1#12 GND 2#12 & 1#12 GND 2#6 & 1#10 GND 3#6 & 1#10
GND 3#6 & 1#10 GND 3#12 & 1#12 GND 2#10 & 1#10 GND 3#10 & 1#10 GND 3#10 & 1#10 GND 3#12 & 1#12 GND DEVICE RATINGS 125/250V., 3P., 4W. 250V., 3Φ, 3P., 4W. 125/250V., 3P., 4W. 125/250V.,
3P., 4W. 250V., 3Φ, 3P., 4W. 125/250V., 3P., 4W. 20A., 50A., 20A., 30A., 50A., 50A., 30A., 20A., 30A., 60A., 14-50R 14-60R 15-30R 15-20R 14-30R11 12 9 8 10 6-20R 5-50R 6-50R 6-30R 14-20R
5 7 6 4 3 250V., 2P., 3W. 125V., 2P., 3W. 250V., 2P., 3W. 250V., 2P., 3W. 30A., 20A., NEMA NO. 5-20R 5-30R 2 125V., 2P., 3W. 125V., 2P., 3W. 60A - 2P 20A - 3P 30A - 3P 50A - 2P 30A
- 2P 30A - 2P 20A - 2P 50A - 2P 20A - 2P 50A - 1P CIRCUIT BREAKER 20A - 1P 30A - 1P C. C. C. C. C. C. C. C. C. C.- 3/4" - 3/4" - 3/4" - 3/4" - 3/4" - 3/4" - 3/4" - 3/4" - 3/4" - 3/4"
C. C. BRANCH CIRCUIT - 3/4" - 3/4" 17 18 19 21 22 23 24 25 27 26 28 29 20 L16-20R 20A., 480V., 3Φ, 3P., 4W. TWIST-LOCK 20A - 3P 3#12 & 1#12 GND - 3/4" L16-30R - 3/4" 480V., 3Φ, 3P.,
4W.30A., TWIST-LOCK 3#10 & 1#10 GND 30A - 3P C. C. L15-30R TWIST-LOCK L6-30R - 3/4" 250V., 2P., 3W.30A., TWIST-LOCK 2#10 & 1#10 GND 30A - 2P C. L6-20R - 3/4" 250V., 2P., 3W.20A., TWIST-LOCK
2#12 & 1#12 GND 20A - 2P C. L15-20R - 3/4" 250V., 3Φ, 3P., 4W.20A., TWIST-LOCK 3#12 & 1#12 GND 20A - 3P C. L14-20R L14-30R L6-15R 15A., 3#10 & 1#10 GND250V., 3Φ, 3P., 4W.30A., 30A -
3P C. - 3/4" C.2#10 & 1#12 GND250V., 2P., 3W. 20A - 2P - 3/4"TWIST-LOCK 3#12 & 1#12 GND 3#10 & 1#10 GND 125/250V., 3P., 4W. 125/250V., 3P., 4W. 20A., 30A., 30A - 2P 20A - 2P C. C.-
3/4" - 3/4" TWIST-LOCK TWIST-LOCK L22-30R TWIST-LOCK L22-20R - 3/4" 277/480V., 3Φ, 4P., 5W.20A., TWIST-LOCK 4#12 & 1#12 GND 20A - 3P C. L21-20R L21-30R 4#10 & 1#10 GND277/480V., 3Φ,
4P., 5W.30A., 30A - 3P C. - 3/4" 4#12 & 1#12 GND 4#10 & 1#10 GND 125/208V., 3Φ, 4P., 5W. 125/208V., 3Φ, 4P., 5W. 20A., 30A., 30A - 2P 20A - 2P C. C.- 3/4" - 3/4" TWIST-LOCK TWIST-LOCK
2#12 & 1#12 GND15A.,5-15R1 125V., 2P., 3W. 15A - 1P C. - 3/4" 2#12 & 1#12 GND15A., 6-15R 250V., 2P., 3W. 15A - 2P C. - 3/4" 3#12 & 1#12 GND125/250V., 3P., 4W.15A.,14-15R 15A - 2P C.
- 3/4" 3#12 & 1#12 GND250V., 3Φ, 3P., 4W.15A.,15-15R 15A - 3P C. - 3/4" 2#12 & 1#12 GND15A., L5-15R 125V., 2P., 3W. TWIST-LOCK 15A - 1P C. - 3/4" 30 31 32 33 34 2. 50A - 2P 2 #6 & 1
#10 GND. - 3/4"C. 208/120 VOLT, 1Φ, 3W. CIRCUITS 208 OR 480 VOLTS, 3Φ, 3W. CIRCUITS 3 #10 & 1 #10 GND. - 3/4"C. 3 #12 & 1 #12 GND. - 3/4"C. 3 #8 & 1 #10 GND. - 3/4"C. 3 #6 & 1 #10 GND.
- 3/4"C. 3 #6 & 1 #10 GND. - 3/4"C. 3 #12 & 1 #12 GND. - 3/4"C. 3 #10 & 1 #10 GND. - 3/4"C. 2 #6 & 1 #10 GND. - 3/4"C. 120 FT. TO 180 FT. 65 FT. TO 120 FT. CIRCUIT LENGTH 4 #6 & 1 #10
GND. - 1"C. 4 #6 & 1 #10 GND. - 1"C. 208Y/120 & 480Y/277 VOLT, 3Φ, 4W. CIRCUITS 4 #8 & 1 #10 GND. - 3/4"C. 3 #6 & 1 #10 GND. - 3/4"C. 3 #6 & 1 #10 GND. - 3/4"C. 4 #12 & 1 #12 GND. -
3/4"C. 4 #10 & 1 #10 GND. - 3/4"C. ALL BRANCH CIRCUIT SIZES ARE BASED ON RACEWAY LENGTH OF 65 FEET FOR 120 VOLT BRANCH CIRCUITS AND 150 FEET FOR 277 VOLT BRANCH CIRCUITS. IF LENGTH
EXCEEDS 65 FEET (120 VOLT CIRCUITS) OR 150 FEET (277 VOLT CIRCUITS) THEN USE WIRE SIZE DENOTED BELOW AND INCREASE RACEWAY ACCORDINGLY. REDUCE LARGE CABLE SIZES IN JUNCTION BOX PRIOR
TO DEVICE TERMINATION. PROVIDE WIRE REDUCERS AT BREAKERS WHEN REQUIRED. 3 #8 & 1 #10 GND. - 3/4"C. #10 #8 #6 180 FT. TO 250 FT. NOTES: 1. WIRE SIZE 120V CIRCUIT 20A - 3P* 30A - 3P*
40A - 3P* 60A - 3P* 50A - 3P* 30A - 3P 20A - 3P 50A - 3P 60A - 3P 40A - 3P 60A - 2P 20A - 2P* 50A - 2P* 60A - 2P* 30A - 2P* 40A - 2P* 150 FT. TO 240 FT. 240 FT. TO 400 FT. 400 FT. TO
640 FT. 277V CIRCUIT 2 #8 & 1 #10 GND. - 3/4"C. 208 VOLT, 1Φ, 2W. CIRCUITS 2 #8 & 1 #10 GND. - 3/4"C. 2 #12 & 1 #12 GND. - 3/4"C. 2 #10 & 1 #10 GND. - 3/4"C. 2 #6 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C. 120 OR 277 VOLT, 1Φ, 2W. CIRCUITS 2 #10 & 1 #10 GND. - 3/4"C. 50A - 1P 60A - 1P 40A - 2P 30A - 2P 20A - 2P CIRCUIT BREAKER 40A - 1P 30A - 1P CONDUCTOR 20A
- 1P 2 #12 & 1 #12 GND. - 3/4"C. #4 #2 375 FT. TO 560 FT. 250 FT. TO 375 FT. EACH BRANCH CIRCUIT SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR. SHARED NEUTRALS ARE NOT ACCEPTABLE. 150A-3P
20A-3P 30A-3P TRANSFORMER SCHEDULE 90A-3P 200A-3P 300A-3P 400A-3P 60A-3P ALL CONDUCTOR SIZES ARE FOR COPPER CONDUCTORS. 5. 6. 4. 3. 181 271225 150 135112 /1 2 75 90 T1 5445 30 36 15
9 18 11 25 40A-3P TAG kVA PRIMARY (480V - 3Φ) AMPS (120/208V. - 3Φ) SECONDARY T1K T1G 3-12 AWG, & 1-12 AWG GND.-3/4"C FEEDER SIZE FEEDER SIZE 4-8 AWG, & 1-10 AWG GND.-3/4"C. 42 50A-3P3-10
AWG, & 1-10 AWG GND.-3/4"C 4-6 AWG, & 1-10 AWG GND.-1"C. 83 100A-3P3-6 AWG, & 1-10 AWG GND-3/4"C. 4-1 AWG, & 1-8 AWG GND.-2"C. 125 150A-3P3-3 AWG, & 1-8 AWG GND-1 1/4"C. 4-1/O AWG,
& 1-6 AWG GND.-2"C. 208 250A-3P 4-250kcmil, & 1-4 AWG GND.-3"C. 313 400A-3P3-3/O AWG, & 1-6 AWG GND-2"C. 2 SETS (4-4/0 AWG, 1-3 AWG GND.-2 1/2"C). 417 500A-3P3-350kcmil, & 1-4 AWG GND-3"C.
2 SETS (4-250kcmil, & 1-2 AWG GND.-3"C). 625 800A-3P3-500kcmil, & 1-3 AWG GND-3"C. 3 SETS (4-300kcmil, & 1-1/O AWG GND.-4"C). AMPS ASTERISK "*" DENOTES TRAPEZE MOUNTED.7. BOND NEUTRAL
OF TRANSFORMER SECONDARY TO THE TRANSFORMER CASE WITH BONDING JUMPER AS PER NATIONAL ELECTRIC CODE. SECONDARY OVERCURRENT PROTECTION SHALL BE LOCATED WITH TEN (10) FEET OF THE TRANSFORMER
SECONDARY TERMINALS EITHER IN A PANELBOARD (MAIN BREAKER) OR AN INDIVIDUALLY MOUNTED CIRCUIT BREAKER. WHERE ISOLATED GROUND PANELBOARDS & GROUND WIRES ARE REQUIRED REFER TO ISOLATED
GROUNDING DETAIL FOR ADDITIONAL INFORMATION. OCP OCP COND. BONDING 3-6 AWG, 1-3 AWG N., & 1-10 AWG GND.-1 1/4"C. 3-4 AWG, 1-1 AWG N., & 1-10 AWG GND.-1 1/2"C. T2 T2K T2G T8 T1 TAG T8K
T1K T8G T1G T2 T2K T2G 3-1 AWG, 2-1/O AWG N., & 1-8 AWG GND.-2"C. T3 T3K T3G T3 T3K T3G 5-3/O AWG, & 1-6 AWG GND.-2 1/2"C. T4 T4K T4G T4 T4K T4G T5 T5K T5G T5 T5K T5G T6 T6K T6G T6
T6K T6G 3-300kcmil, 2-300kcmil N, & 1-4 AWG GND.-3 1/2"C. 2 SETS (3-250kcmil, 2-250kcmil N, & 1-3 AWG GND.-3"C). 3-1/O AWG, & 1-6 AWG GND-1 1/2"C. 2 SETS (3-300kcmil, 2-300kcmil N,
& 1-2 AWG GND.-3 1/2"C). T7 T7K T7G T7 T7K T7G 3 SETS (3-350kcmil, 2-350kcmil N, 1-1/O AWG IG & 1-1/O AWG GND.-4"C). 3 SETS (3-350kcmil, 2-350kcmil N, & 1-1/O AWG GND.-4"C). T8 T8K
T8G 1. TAG DESIGNATIONS ARE AS FOLLOWS: T# IS NEMA TP1 TRANSFORMER , T#K IS MINIMUM K13 RATED TRANSFORMER AND T#G IS MINIMUM K13 RATED TRANSFORMER WITH ISOLATED GROUND ON SECONDARY.
REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. PROVIDE NEUTRAL TO GROUND BONDING JUMPER ON SECONDARY OF TRANSFORMER. PROVIDE GROUNDING ELECTRODE CONDUCTOR FROM GROUNDED NEUTRAL
TO THE NEAREST EFFECTIVELY GROUNDED METAL MEMBER OF STRUCTURE, WATER PIPE AND/OR ONE OF THE METHODS LISTED IN NEC 250. BONDING AND ELECTRODE CONDUCTOR SHALL BE SIZED AS LISTED ABOVE
3-6 AWG, 1-3 AWG N., 1-10 AWG IG & 1-10 AWG GND.-1 1/2"C. 3-4 AWG, 1-1 AWG N., 1-10 AWG IG & 1-10 AWG GND.-1 1/4"C. 3-1 AWG, 2-1/0 AWG N., 1-8 AWG IG & 1-8 AWG GND.-2"C. 5-3/0 AWG,
1-6 AWG IG & 1-6 AWG GND.-2 1/2"C. 3-250kcmil, 2-300kcmil N, 1-4 AWG IG & 1-4 AWG GND.-3 1/2"C. 2 SETS (3-250kcmil, 2-250kcmil N, & 1-3 AWG IG & 1-3 AWG GND.-3"C). 2 SETS (3-300kcmil,
2-300kcmil N, 1-2 AWG IG & 1-2 AWG GND.-3 1/2"C). 500A-3P 800A-3P 361 602500 300 833 1000A-3P 3 SETS (4-400kcmil, & 1-2/0 AWG GND.-3 1/2"C). 1388 1600A-3P 5 SETS (4-500kcmil, & 1-4/O
AWG GND.-4"C). 3 SETS (3-400kcmil, 2-400kcmil N, & 1-2/0 AWG GND.-3 1/2"C). T9 T9K T9G 5 SETS (3-500kcmil, 2-500kcmil N, 1-4/O AWG IG & 1-4/O AWG GND.-4"C). 5 SETS (3-500kcmil, 2-500kcmil
N, & 1-4/O AWG GND.-4"C). T10 T10K T10G 3 SETS (3-400kcmil, 2-400kcmil N, 1-2/0 AWG IG & 1-2/0 AWG GND.-4"C). 2 SETS (3-250kcmil, & 1-2 AWG GND-2 1/2"C.) 3 SETS (3-300kcmil, & 1-1/0
AWG GND-4"C.) T9 T9K T9G T10 T10K T10G BRANCH CIRCUIT SCHEDULE SPECIAL PURPOSE RECEPTACLE SCHEDULE Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" E0.02 29313.00 11/30/18 ELECTRICAL GENERAL SCHEDULES # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 E0.03 29313.00 11/30/18 ELECTRICAL LAB EQUIPMENT SCHEDULE ELECTRICAL LAB EQUIPMENT SCHEDULE ITEM # QTY. DESCRIPTION VOLTAGE Φ AMPS kVA DEVICE
BREAKER PANEL CIRCUIT REMARKS EQ-CA-01 1 MASS SPECTROMETER (LCMS) 277 V 3 2.0 0.96 L6-20R 20A-1P HELP-1 1 OPTIONAL STAND-BY POWER EQ-CA-01 1 MASS SPECTROMETER (LCMS) 277 V 1 2.0 0.55
L6-20R 20A-1P HELP-1 2 OPTIONAL STAND-BY POWER EQ-CA-02 1 HPLC 1 120 V 1 1.0 0.12 5-20R 20A-1P R22 9 EQ-CA-03 1 HPLC 2 120 V 1 1.0 0.12 5-20R 20A-1P R22 67 EQ-CA-04 1 HPLC 3 120 V 1
1.0 0.12 5-20R 20A-1P R22 62 EQ-CA-05 1 SPEEDVAC 208 V 1 2.0 0.24 5-20R 20A-1P R22 11,13 EQ-CA-06 1 SPEEDVAC PUMP 120 V 1 2.0 0.24 5-20R 20A-1P R22 28 EQ-CA-07 1 SPEEDVAC CONDENSER
120 V 1 2.0 0.24 5-20R 20A-1P R22 24 EQ-CA-08 1 LIQUID HANDLING ROBOT 120 V 1 2.0 0.24 5-20R 20A-1P R22 69 EQ-CA-09 1 GRAVITY OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R22 35 EQ-CA-10 1 COMBIFLASH
CHROMATOGRAPHY SYSTEM 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 30 EQ-CA-11 1 ROTOVAPOR 120 V 1 2.0 0.24 5-20R 20A-1P R22 68 EQ-CA-12 1 ROTOVAPOR 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 26
EQ-CA-13 1 UV BOX APARATUS 120 V 1 2.0 0.24 5-20R 20A-1P R22 19 EQ-CA-14 1 BALANCE (PRECISION) 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 42 EQ-CA-15 1 BALANCE (PRECISION) 120 V 1 2.0 0.24
5-20R 20A-1P LAB-2F 42 EQ-CA-16 1 BALANCE (ANALYTICAL) 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 42 EQ-CA-17 1 BALANCE (ANALYTICAL) 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 42 EQ-CA-18 1 ULTRASONICATOR
BATH 120 V 1 2.0 0.24 5-20R 20A-1P R22 18 EQ-CA-19 1 REFRIGRATOR / FREEZER 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 13 OPTIONAL STAND-BY POWER EQ-CA-22 1 FREEZER -20 120 V 1 2.0 0.24 5-20R
20A-1P ELAB-2B 11 OPTIONAL STAND-BY POWER EQ-CA-24 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R22 29 EQ-CA-26 1 PLATE READER 120 V 1 2.0 0.24 5-20R 20A-1P R22 21 EQ-CA-27 1 UNDERCOUNTER
FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 21 EQ-CA-28 1 CO2 INCUBATOR 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 19 EQ-CA-29 1 INCUBATOR SHAKER FOR BACTERIA 120 V 1 2.0 0.24 5-20R 20A-1P
ELAB-2B 4 EQ-CA-31 1 MICROWAVE 120 V 1 2.0 0.24 5-20R 20A-1P R22 25 EQ-CA-32 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R22 74 EQ-CA-33 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R22
32 EQ-CA-34 1 REFRIGRATOR / FREEZER 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 1 OPTIONAL STAND-BY POWER EQ-CA-36 1 STACKED INCUBATOR 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 3 OPTIONAL STAND-BY
POWER EQ-CA-37 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R22 36 EQ-CA-38 1 MILI-Q 120 V 1 2.0 0.24 5-20R 20A-1P R22 77 EQ-CA-39 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R22 74 EQ-CA-40
1 WATER BATH 120 V 1 2.0 0.24 5-20R 20A-1P R22 65 EQ-CA-41 1 GRAVITY OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R22 76 EQ-CA-43 1 CRYO TANK 120 V 1 2.0 0.24 5-20R 20A-1P R22 78 EQ-CA-44 1 FREEZER
-80 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 2 OPTIONAL STAND-BY POWER EQ-CA-45 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P EQ-CA-46 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R
20A-1P ELAB-2B 27 EQ-CA-47 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 25 EQ-CA-47 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 23 EQ-NA-01 1 BIPOTENSIOSTAT
120 V 1 2.0 0.24 5-20R 20A-1P R23 24 EQ-NA-02 1 PENDANT DROP 120 V 1 2.0 0.24 5-20R 20A-1P R23 9 EQ-NA-03 1 ROTATING DISC ELECTRODE 120 V 1 2.0 0.24 5-20R 20A-1P R23 32 EQ-NA-04 1 NIMA
LANGMUIR TROUGH 120 V 1 2.0 0.24 5-20R 20A-1P R23 28 EQ-NA-05 1 KSV LANGMUIR TROUGH 120 V 1 2.0 0.24 5-20R 20A-1P R23 26 EQ-NA-06 1 CYTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 29 EQ-NA-07
1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 48 EQ-NA-08 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 46 EQ-NA-09 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 47 EQ-NA-10 1 ELECTRON
BEAM DEPOSITION SYSTEM 480 V 3 2.0 0.96 L22-30R ERROR D4B 31,33,35 EQ-NA-11 1 ULTRASONICATOR 120 V 1 2.0 0.24 5-20R 20A-1P R23 52 EQ-NA-12 1 HOMOGENIZER 120 V 1 2.0 0.24 5-20R 20A-1P
R23 54 EQ-NA-13 1 ULTRASONIC BATH 120 V 1 2.0 0.24 5-20R 20A-1P R23 53 EQ-NA-14 1 FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-3B 1 EQ-NA-14 1 FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-3B
3 EQ-NA-15 1 FREEZER 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-3B 5 EQ-NA-16 1 FLAMMABLE CABINET 120 V 1 2.0 0.24 5-20R 20A-1P R23 73 EQ-NA-16 1 FLAMMABLE CABINET 120 V 1 2.0 0.24 5-20R 20A-1P
R23 73 EQ-NA-16 1 FLAMMABLE CABINET 120 V 1 2.0 0.24 5-20R 20A-1P R23 73 EQ-NA-18 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 77 EQ-NA-19 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P
R23 45 EQ-NA-20 1 LIGHT MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 39 EQ-NA-21 1 CONTROLLER 120 V 1 2.0 0.24 5-20R 20A-1P R23 39 EQ-NA-22 1 SPECTROPHOTOMETER 120 V 1 2.0 0.24 5-20R
20A-1P R23 33 EQ-NA-23 1 SPECTROPHOTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 69 EQ-NA-24 1 SPECTROPHOTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 78 EQ-NA-26 1 CONTROLLER 120 V 1 2.0 0.24
5-20R 20A-1P R23 79 EQ-NA-32 1 LICOR GENERATOR 120 V 1 2.0 0.24 5-20R 20A-1P R23 75 EQ-NA-33 1 LICOR GENERATOR 120 V 1 2.0 0.24 5-20R 20A-1P R23 30 EQ-NA-34 1 SPECTROPHOTOMETER 120
V 1 2.0 0.24 5-20R 20A-1P R23 11 EQ-NA-36 1 UV CROSS LINKER 120 V 1 2.0 0.24 5-20R 20A-1P R23 14 EQ-NA-37 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R23 19 EQ-NA-38 1 CENTRIFUGE 120
V 1 2.0 0.24 5-20R 20A-1P R23 17 EQ-NA-40 1 WATER BATH 120 V 1 2.0 0.24 5-20R 20A-1P R23 22 EQ-NA-41 1 MILIQ 120 V 1 2.0 0.24 5-20R 20A-1P R23 21 EQ-NA-42 1 VORTEXTER 120 V 1 2.0 0.24
5-20R 20A-1P R23 18 EQ-NA-42 1 VORTEXTER 120 V 1 2.0 0.24 5-20R 20A-1P R23 16 EQ-NA-42 1 VORTEXTER 120 V 1 2.0 0.24 5-20R 20A-1P R23 20 EQ-NA-43 1 FISHER OVEN 120 V 1 2.0 0.24 5-20R
20A-1P R23 41 EQ-NA-43 1 FISHER OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 42 EQ-NA-44 1 YAMATO OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 44 EQ-NA-45 1 FISHER OVEN 120 V 1 2.0 0.24 5-20R 20A-1P
R23 43 EQ-NA-46 1 VACUUM OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 74 EQ-NA-47 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R23 51 EQ-NA-48 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R23 50 EQ-NA-49
1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R23 49 EQ-NA-50 1 CYTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 31 EQ-RY-01 1 FTIR 120 V 1 15.0 1.8 5-20R 20A-1P R22 38 EQ-RY-02 1 CONTACT ANGLE
GONIOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R22 39 EQ-RY-03 1 QCM-D 1 120 V 1 1.6 0.19 5-20R 20A-1P R22 70 EQ-RY-04 1 QCM-D 2 120 V 1 2.0 0.24 5-20R 20A-1P R22 63 EQ-RY-05 1 UV-VIS 120
V 1 0.8 0.1 5-20R 20A-1P R22 81 EQ-RY-06 1 HPLC 1260 120 V 1 5.0 0.6 5-20R 20A-1P R22 61 EQ-RY-07 1 FLUORESCENT MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R22 73 EQ-RY-09 1 PARTICLE ANALYZER
120 V 1 3.0 0.36 5-20R 20A-1P R22 83 EQ-RY-10 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R22 66 EQ-RY-12 1 pH METER VWR 120 V 1 2.0 0.24 5-20R 20A-1P R22 64 EQ-RY-13 1 RECIRCULATING HEATER/CHILLER
120 V 1 5.0 0.6 5-20R 20A-1P R22 44 EQ-RY-14 1 iCVD REACTOR 480 V 3 80.0 66.51 100A-3P D42 21,23,25 FUSED DISCONNECT SWITCH EQ-RY-15 1 iCVD FILAMENTS POWER SUPPLY 120 V 1 2.0 0.24 5-20R
20A-1P LAB-2F 9 EQ-RY-16 1 iCVD PUMP 480 V 3 31.0 25.77 6-50R 40A-3P D42 7,9,11 OPTIONAL STAND-BY POWER EQ-RY-17 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R 20A-1P LAB-2F 24
EQ-RY-19 1 SPIN COATER 120 V 1 3.0 0.36 5-20R 20A-1P LAB-2F 27 EQ-RY-20 1 ROTOVAPOR 120 V 1 0.5 0.06 5-20R 20A-1P LAB-2F 29 EQ-RY-21 1 REFRIGRATOR / FREEZER 120 V 1 5.0 0.6 5-20R 20A-1P
ELAB-2B 6 EQ-RY-22 1 VACUUM DESICCATOR 120 V 1 2.0 0.24 5-20R 20A-1P R22 16 EQ-RY-25 1 iCVD REACTOR 480 V 3 80.0 66.51 100A-3P D42 20,22,24 FUSED DISCONNECT SWITCH EQ-RY-26 1 iCVD FILAMENTS
POWER SUPPLY 120 V 1 2.0 0.24 5-20R 20A-1P R22 20 EQ-RY-27 1 iCVD PUMP 480 V 3 31.0 25.77 6-50R 40A-3P D42 1,3,5 OPTIONAL STAND-BY POWER EQ-RY-28 1 RECIRCULATING HEATER/CHILLER 120
V 1 5.0 0.6 5-20R 20A-1P LAB-2F 28 EQ-RY-29 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R 20A-1P R22 40 EQ-RY-30 1 SCHLENK LINE MANIFOLD 120 V 1 1.0 0.12 5-20R 20A-1P LAB-2F
22 EQ-RY-31 1 SCHLENK LINE PUMP 120 V 1 8.8 1.06 5-20R 20A-1P LAB-2F 31 EQ-RY-32 1 VACUUM DISTILATION APPARATUS 120 V 1 7.5 0.9 5-20R 20A-1P R22 23 EQ-RY-33 1 RECIRCULATING HEATER/CHILLER
120 V 1 5.0 0.6 5-20R 20A-1P EQ-RY-36 1 CENTRIFUGE 120 V 1 6.9 0.83 5-20R 20A-1P LAB-2F 21 EQ-RY-37 1 MILI-Q 120 V 1 0.5 0.06 5-20R 20A-1P R22 71 EQ-RY-38 1 PLASMA CLEANER 120 V 1 5.0
0.6 5-20R 20A-1P LAB-2F 25 EQ-RY-39 1 PUMP PLASMA CLEANER 120 V 1 2.5 0.3 5-20R 20A-1P LAB-2F 23 EQ-RY-40 1 ELLIPSOMETER 120 V 1 4.0 0.48 5-20R 20A-1P R22 75 EQ-RY-41 1 VACUUM OVEN
120 V 1 5.0 0.6 5-20R 20A-1P R22 7 EQ-RY-44 1 REFRIGRATOR / FREEZER 120 V 1 5.0 0.6 5-20R 20A-1P ELAB-2B 5 EQ-RY-46 1 STACKED INCUBATOR 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 15 OPTIONAL
STAND-BY POWER EQ-RY-49 1 CELL COUNTER 120 V 1 2.0 0.24 5-20R 20A-1P R22 72 EQ-RY-50 1 STACKED INCUBATOR 120 V 1 5.0 0.6 5-20R 20A-1P ELAB-2B 17 OPTIONAL STAND-BY POWER # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/14/18 ADDENDUM 01 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018 Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 E0.04 29313.00 11/30/18 ELECTRICAL PANELBOARD SCHEDULES
- SHEET 1 MECHANICAL EQUIPMENT SCHEDULE TAG DESCRIPTION TRADE LOAD VOLTAGE Φ POWER SYSTEM CIRCUIT BREAKER BRANCH CIRCUITRY PANEL CKT DEVICE FUSE LOCATION NAME # HP W FLA CONDUCTORS
GROUND CONDUIT AHU A AIR HANDLING UNIT HVAC 0 33600 57 480 V 3 NORMAL 125A-3P 3-2 AWG 1-6 AWG 1 1/4''C D4B 8,10,12 FDS 100A REFER TO HVAC DRAWINGS CA 1 AIR COMPRESSOR PLBG 30 0 40 480
V 3 NORMAL 80A-3P 3-3 AWG 1-8 AWG 1 1/4''C D4B 2,4,6 FDS 70A REFER TO PLBG DRAWINGS CA 2 AIR COMPRESSOR PLBG 30 0 40 480 V 3 NORMAL 80A-3P 3-3 AWG 1-8 AWG 1 1/4''C D4B 14,16,18 FDS
70A REFER TO PLBG DRAWINGS CP 1 LHWR PLBG 1 0 16 120 V 1 NORMAL 35A-1P 2-8 AWG 1-10 AWG 3/4''C D2B 13 FDS 30A REFER TO PLBG DRAWINGS D 1 AIR COMPRESSOR DRYER PLBG 3 0 34 120 V 1 NORMAL
70A-1P 2-4 AWG 1-8 AWG 1''C D2B 2 FDS 60A REFER TO PLBG DRAWINGS D 2 AIR COMPRESSOR DRYER PLBG 3 0 34 120 V 1 NORMAL 70A-1P 2-4 AWG 1-8 AWG 1''C D2B 4 FDS 60A REFER TO PLBG DRAWINGS
EF A.1 EXHAUST AIR HANDLING UNIT HVAC 40 7500 52 480 V 3 NORMAL 110A-3P 3-2 AWG 1-6 AWG 1 1/4''C FDS 100A REFER TO HVAC DRAWINGS EF A.2 EXHAUST AIR HANDLING UNIT HVAC 40 7500 52 480
V 3 NORMAL 110A-3P 3-2 AWG 1-6 AWG 1 1/4''C ESD-P 1,3,5 FDS 100A REFER TO HVAC DRAWINGS EWH 1 EWH PLBG 0 10000 17 480 V 3 NORMAL 35A-3P 3-8 AWG 1-10 AWG 3/4''C D4B 1,3,5 FDS 30A REFER
TO PLBG DRAWINGS FCU 2 FAN COIL UNIT HVAC 0.5 0 10 120 V 1 NORMAL 20A-1P 2-12 AWG 1-12 AWG 3/4''C FDS 20A REFER TO HVAC DRAWINGS FCU 3 FAN COIL UNIT HVAC 0.33 0 7 120 V 1 NORMAL 15A-1P
2-12 AWG 1-12 AWG 3/4''C R23 3 FDS 15A REFER TO HVAC DRAWINGS FCU 4 FAN COIL UNIT HVAC 0.33 0 7 120 V 1 NORMAL 15A-1P 2-12 AWG 1-12 AWG 3/4''C LAB-BF 1 FDS 15A REFER TO HVAC DRAWINGS
FCU 5 FAN COIL UNIT HVAC 0.05 0 0 120 V 1 NORMAL 15A-1P 2-12 AWG 1-12 AWG 3/4''C R23 1 FDS 1A REFER TO HVAC DRAWINGS P 3A PUMP HVAC 3 0 5 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C
D4B 26,28,30 FDS 10A REFER TO PLBG DRAWINGS P 5 PUMP HVAC 2 0 3 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C D4B 20,22,24 FDS 6A REFER TO PLBG DRAWINGS P 6 PUMP HVAC 2 0 3 480 V 3
NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C D4B 25,27,29 FDS 6A REFER TO PLBG DRAWINGS RO 1 REVERSE OSMOSIS PLBG 0 15000 30 480 V 3 NORMAL 60A-3P 3-4 AWG 1-10 AWG 1 1/4''C D4B 32,34,36 FDS
60A REFER TO PLBG DRAWINGS SP 1 SUMP PUMP PLBG 3 0 5 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C HEPP-B 1,3,5 FDS 10A REFER TO PLBG DRAWINGS VP 1 VACUUM PUMP PLBG 8 0 5 480 V 3 NORMAL
15A-3P 3-12 AWG 1-12 AWG 3/4''C D4B 7,9,11 FDS 10A REFER TO PLBG DRAWINGS EXISTING NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):
63 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 50 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 66 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 18.08 R 21.08
15.54 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 23.61 M 2.35 2.35 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER
TYPE KEY PANEL TOTALS PHASE AMPS: 77 60 60 PHASE LOAD: 9.29 7.19 7.2 41 R OPEN LAB 276 20 1 0.18 0.96 1 20 BALANCERS R 42 39 R OPEN LAB 276 20 1 0.18 0.36 1 20 TISSUE CULTURE 276C R
40 37 R OPEN LAB 276 20 1 0.18 0.18 1 20 OPEN LAB 276 R 38 35 R OPEN LAB 276 20 1 0.18 0.18 1 20 OPEN LAB 276 R 36 33 R OPEN LAB 276 20 1 0.18 0.18 1 20 OPEN LAB 276 R 34 31 R SCHLENK
PUMP 20 1 1.06 1.18 1 20 FCU-2 M 32 29 R ROTOVAPOR 20 1 0.06 0.24 1 20 COMBIFLASH R 30 27 R SPIN COATER 20 1 0.36 0.6 1 20 RECIRC HEATER CHILLER Equ... 28 25 R PLASMA CLEANER 20 1 0.6
0.24 1 20 ROTOVAPOR R 26 23 R PLASMA CLEANER 20 1 0.3 0.6 1 20 RECIRC HEATER CHILLER R 24 21 R CENTRIFUGE 20 1 0.83 0.12 1 20 SCHLENK MANIFOLD R 22 19 R OPEN LAB 32 20 1 0.54 0.72 1
20 LAB WRITE UP 30 R 20 17 R LAB WRITE UP 30 20 1 1.08 0.54 1 20 OPEN RESEARCH 32 R 18 15 R LAB WRITE UP 30 20 1 1.08 0.72 1 20 EQUIPMENT 62 R 16 13 R OPEN RESEARCH 32 20 1 1.26 0.72
1 20 EQUIPMENT 62 R 14 11 R OPEN RESEARCH 32 20 1 0.54 0.9 1 20 EQUIPMENT 62 R 12 9 R ICVD FILIMENTS 20 1 0.24 0.9 1 20 EQUIPMENT 62 R 10 7 M FCU 2 20 1 1.18 0.54 1 20 OPEN RESEARCH
32 R 8 5 R LAB WRITE UP 31 20 1 0.72 0.72 1 20 LAB WRITE UP 31 R 6 3 R LAB WRITE UP 31 20 1 0.72 0.72 1 20 LAB WRITE UP 31 R 4 1 R RM 269 RECEPTACLES 20 1 0.72 0.54 1 20 LAB WRITE UP
31 R 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 200A ISOLATED GROUND: No VOLTAGE:
208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS:
No PANEL NAME: LAB-2F BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES EXISTING STANDBY PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):
21 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 17 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 17 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 6.18 L = LIGHTING
G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 6.18 R 6.18 6.18 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS: 10 24 20 PHASE LOAD: 1.2 2.7 2.28 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35
-- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 R FRIDGE
20 1 0.24 0 1 20 -- SPARE -- 28 25 R FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 26 23 R FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 24 21 R FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 22 19 R CO2 INCUBATOR
20 1 0.24 0 1 20 -- SPARE -- 20 17 R STACKED INCUBATOR 20 1 0.6 0 1 20 -- SPARE -- 18 15 R STACKED INCUBATOR 20 1 0.24 0 1 20 -- SPARE -- 16 13 R FRIDGE/FREEZER 20 1 0.24 0 1 20 --
SPARE -- 14 11 R FREEZER -20 20 1 0.24 0 1 20 -- SPARE -- 12 9 R INCUBATOR SHAKER 20 1 1.5 0 1 20 -- SPARE -- 10 7 0 1 20 -- SPARE -- 8 5 R TISSUE CULTURE 28 20 1 0.6 0.6 1 20 FRIDGE/FREEZER
iCVD ROO... R 6 3 R STACKED INCUBATOR 20 1 0.24 0.24 1 20 INCUBATOR SHAKER R 4 1 R FRIDGE/FREEZER CULTURE 27 20 1 0.24 0.24 1 20 FREEZER -80 R 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE
A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: MLO ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND:
Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: ELAB-2B BUS AMPS: 100 PANELBOARD OPTIONS
& ACCESSORIES NEW NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 94 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 75 K
= KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 123 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 27.1 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA):
44.21 R 44.21 27.1 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 150 102 121 PHASE LOAD: 17.7 12.25
14.26 83 R PARTICLE ANALYZER 20 1 0.36 0.18 1 20 RESTROMM 200TC R 84 81 R UV VIS 20 1 0.1 0.18 1 20 CORRIDOR R 82 79 R GRAVITY OVEN 20 1 0.5 0.18 1 20 KITCHENETTE R 80 77 R MILI Q 20
1 0.24 0.24 1 20 CRYO TANK R 78 75 R ELLIPSOMETRY 20 1 0.48 0.24 1 20 GRAVITY OVEN R 76 73 R FLOURESCENSE MICROSCO... 20 1 0.24 0.48 1 20 MICROSCOPE R 74 71 R MILLI Q 20 1 0.06 0.24
1 20 CELL COUNTER R 72 69 R ROBOT 20 1 0.24 0.19 1 20 QCM DQ R 70 67 R HPLC 2 20 1 0.12 0.24 1 20 ROTOVAPOR R 68 65 R WATER BATH 20 1 0.24 0.24 1 20 BALANCE R 66 63 R QCM D2 20 1 0.24
0.24 1 20 METER R 64 61 R HPLC 1 20 1 0.6 0.12 1 20 HPLC 3 R 62 59 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 60 57 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 58 55 R LAB BENCH 20 1 0.8
0.8 1 20 LAB BENCH R 56 53 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 54 51 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 52 49 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 50 47 R LAB BENCH
20 1 0.8 0.8 1 20 LAB BENCH R 48 45 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 46 43 R LAB BENCH 20 1 0.8 0.6 1 20 R R 44 41 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 42 39 R GONIOMETER
20 1 0.24 0.6 1 20 R R 40 37 R R 20 1 3.12 1.8 1 20 FTIR R 38 35 R GRAVITY OVEN 20 1 0.24 0.24 1 20 CENTRIFUGE R 36 33 R LAB BENCH 20 1 0.8 0.18 1 20 ICE MAKER R 34 31 R GLASSWASH 29
20 1 0.36 0.24 1 20 CENTRIFUGE R 32 29 R CENTRIFUGE 20 1 0.24 0.18 1 20 LAB SUPPORT 38 R 30 27 R DESICATER 20 1 0.18 0.24 1 20 SPEEDVAC CONDENSER R 28 25 R MICROWAVE 20 1 0.24 0.18
1 20 LAB SUPPORT 38 R 26 23 R VACCUUM 20 1 0.9 0.24 1 20 SPEEDVAC PUMP R 24 21 R PLATE READER 20 1 0.24 0.18 1 20 TISSUE CULTURE 27 R 22 19 R UV BOX 20 1 0.24 0.24 1 20 RECIRC HEATER
CHILLER R 20 17 R VACUUM APPARATUS 20 1 0.36 0.24 1 20 ULTRASONICATOR BATH R 18 15 R OPEN RESEARCH LAB 32 20 1 0.18 0.24 1 20 VACUUM DESICATOR R 16 13 0.12 1.56 14 11 R SPEEDVAC 20
2 0.12 1.56 2 20 LAB SUPPORT 38 R 12 9 R HPLC 1 20 1 0.12 1.8 1 20 DISHWASHER R 10 7 R VACUUM OVEN 20 1 0.6 1.56 8 5 R KITCHENETTE 20 1 0.18 1.56 2 20 LAB SUPPORT 38 R 6 3 R EQUIPMENT
62 20 1 0.36 0.18 1 20 DOOR OPENER R 4 1 R DOOR OPENER 20 1 0.18 0.18 1 20 DOOR OPENER R 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION
TYPE CKT SHUNT TRIP: No FED FROM: D2B MCB RATING: 225A ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed
MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: R22 BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES NEW NORMAL PANELBOARD Notes: HT
= HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 99 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 79 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):
129 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 28.59 R 45.7 27.85 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 46.44 M 0.92 0.92 R = RECEPTACLE
BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 123 134 133 PHASE LOAD: 14.72 15.94 15.78 83 -- SPARE -- 20 1 0 0 1 20
-- SPARE -- 84 81 R R 20 1 0.72 0 1 20 -- SPARE -- 82 79 R LIGHT SCATTERING 367B 20 1 0.24 0 1 20 -- SPARE -- 80 77 R SUPPORT 367C 20 1 0.24 0.24 1 20 LAB EQUIPMENT 367E R 78 75 R SUPPORT
367C 20 1 0.24 0.54 1 20 CONF RM 360 R 76 73 R RESEARCH 367 20 1 0.72 0.24 1 20 LAB EQUIPMENT 367E R 74 71 R LAB EQUIPMENT 18 20 1 0.54 0.9 1 20 SUPPORT 367D R 72 69 R RLAB EQUIPMENT
367E 20 1 0.24 0.9 1 20 SUPPORT 367C R 70 67 R LAB EQUIPMENT 18 20 1 0.54 0.54 1 20 BEAM DEPOSITION ROOM R 68 65 R LAB EQUIPMENT 18 20 1 0.72 0.72 1 20 BEAM DEPOSITION ROOM R 66 63
R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 64 61 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 62 59 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 60 57 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH
R 58 55 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 56 53 R ULTRASONIC BATH 20 1 1.04 1.04 1 20 HOMOGENIZER R 54 51 R BALANCE 20 1 1.04 1.04 1 20 ULTRASONICATOR R 52 49 R BALANCE 20 1
1.04 1.04 1 20 BALANCE R 50 47 R MICROSCOPE 20 1 1.04 1.04 1 20 MICROSCOPE R 48 45 R MICROSCOPE 20 1 1.04 1.04 1 20 MICROSCOPE R 46 43 R LAB BENCH 20 1 1.04 1.04 1 20 LAB BENCH R 44
41 R LAB BENCH 20 1 1.04 1.04 1 20 LAB BENCH R 42 39 R FLOURESCENSE MICROSCO... 20 1 0.48 0.18 1 20 LAB BENCH R 40 37 R SUPPORT CORRIDOR 8 20 1 0.72 0.36 1 20 LIGHT SCATTERING 7 R 38
35 R SUPPORT 61 20 1 0.54 0.18 1 20 SUPPORT CORRIDOR 8 R 36 33 R LAB EQUIP 367 20 1 0.24 34 31 R LAB EQUIP 367 20 1 0.24 0.24 1 20 LAB EQUIPMENT 367E R 32 29 R SUPPORT 61 20 1 0.24
0.24 1 20 LICOR DEW POINT R 30 27 R SUPPORT 9 20 1 0.18 0.24 1 20 SUPPORT 9 R 28 25 R SUPPORT 9 20 1 0.18 0.24 1 20 KSV LAGMUIR R 26 23 R SUPPORT 9 20 1 0.18 0.24 1 20 BIPOTENSIOSTAT
R 24 21 R CENTRIFUGE 2 20 1 0.24 0.24 1 20 CENTRIFUGE 1 R 22 19 R RESEARCH LAB 367 20 1 0.24 0.24 1 20 VORTEXTER R 20 17 R VORTEXTER 20 1 0.24 0.24 1 20 RESEARCH LAB 5 R 18 15 R RESEARCH
LAB 5 WATER... 20 1 0.72 0.24 1 20 RESEARCH LAB 5 R 16 13 R LAB WRITE UP 11 20 1 0.72 0.24 1 20 SUPPORT 61 CYTOMETER R 14 11 R SPECTROPHOTOMETER 20 1 1.04 0.54 1 20 LAB WRITE UP 11
R 12 9 R PENDANT DROP 20 1 1.04 0.72 1 20 LAB WRITE UP 11 R 10 7 R DOOR OPENER E BEAM 17 20 1 0.18 0.72 1 20 LAB WRITE UP 11 R 8 5 0.9 1 20 LAB WRITE UP 11 R 6 3 M FCU 3 20 1 0.86 0.72
1 20 LAB WRITE UP 11 R 4 1 M FCU 5 20 1 0.05 0.72 1 20 LAB WRITE UP 11 R 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT
TRIP: No FED FROM: D2B MCB RATING: 225A ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL
BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: R23 BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES EXISTING STANDBY PANELBOARD Notes: HT = HANDLE
TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 2 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 2 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 2 M = MECH/EQUIP
G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 0.72 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0.72 R 0.72 0.72 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED
(kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 2 2 2 PHASE LOAD: 0.24 0.24 0.24 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20
-- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE
-- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 --
SPARE -- 20 1 0 0 1 20 -- SPARE -- 14 11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12 9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10 7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8 5 R LAB EQUIPMENT
18 FREEZER 20 1 0.24 0 1 20 -- SPARE -- 6 3 R LAB EQUIPMENT 18 FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 4 1 R LAB EQUIPMENT 18 FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION
BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: MLO ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB:
Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: ELAB-3B BUS AMPS:
100 PANELBOARD OPTIONS & ACCESSORIES NEW NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 466 C = CONTINUOUS ST = SHUNT TRIP DEMAND
LOAD (AMPS): 373 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 526 L 5.29 5.29 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 309.72 R 276.47 143.24 L = LIGHTING G3 =
GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 436.98 M 177.49 177.49 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS: 545 520 514 PHASE LOAD: 150.83 143.92 142.25 59 -- SPARE -- 20 1 0 60 57 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 58 55 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 56 53 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 54 51 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 52 49 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 50 47 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 48 45 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 46 43 -- SPARE -- 20 1 0 63.... 44 41 30.58 62.7 42 39 31.58 62.79 3 20 150 PANELBOARD D42 R; L 40 37 R; M PANELBOARD D2B VIA TRANSFORMER 400 3 37.4 0.16 1 20
LIGHTING LEVEL 0 L 38 35 0.32 8.31 36 33 0.32 8.31 34 31 R E-BEAM DEPOSITION 30 3 0.32 8.31 3 20 RO M 32 29 0.94 1.33 30 27 0.94 1.33 28 25 M P-6 20 3 0.94 1.33 3 20 P-3A M 26 23 0.94
24 21 0.94 22 19 0.94 3 20 P-5 M 20 17 0.17 11.09 18 15 0.17 11.09 16 13 R AUTOCLAVE 20 3 0.17 11.... 3 70 AC-2 M 14 11 1.39 15.73 12 9 1.39 15.73 10 7 M VP-1 20 3 1.39 15.... 3 20
AHU-A M 8 5 4.68 11.09 6 3 4.68 11.09 4 1 M EWH 20 3 4.68 11.... 3 70 AC-1 M 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT
SHUNT TRIP: No FED FROM: MCB RATING: MLO ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO: No NEUTRAL
BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: D4B BUS AMPS: 600 PANELBOARD OPTIONS & ACCESSORIES NEW NORMAL PANELBOARD Notes: HT = HANDLE TIE N
= NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 206 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 165 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 276 M = MECH/EQUIP
G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 59.39 R 90.45 50.22 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 99.46 M 11 11 R = RECEPTACLE BLANK = STANDARD LOAD
TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 313 264 255 PHASE LOAD: 37.4 31.58 30.58 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 --
SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0
1 20 -- SPARE -- 16 13 M CP-1 20 1 1.92 0 1 20 -- SPARE -- 14 11 15.78 0 1 20 -- SPARE -- 12 9 15.94 0 1 20 -- SPARE -- 10 7 R; M PANELBOARD R23 225 3 14... 0 1 20 -- SPARE -- 8 5 14.26
0.54 1 20 RM B00UA RECEPTACLES R 6 3 12.25 4.08 1 20 D-2 M 4 1 R PANELBOARD R22 225 3 17.7 4.08 1 20 D-1 M 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP
BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: T8 MCB RATING: 800A ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No
MOUNTING: Surface MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: D2B BUS AMPS: 800 PANELBOARD OPTIONS & ACCESSORIES ELECTRICAL GENERAL
NOTES - PANELBOARDS 1. EXISTING PANELBOARDS LAB-2F, ELAB-2B AND ELAB-3B ARE SURFACE MOUNTED TO BE REMOVED, RELOCATED AND REINSTALLED AS RECESSED MOUNTED. ELECTRICAL SHEET NOTES - PANELBOARDS
1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR USE BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING UPDATED PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES
DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY BY THE ENGINEER. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM
02 EAHU TAG WAS REMOVED 3 3 3 3 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 E0.05 29313.00 11/30/18 ELECTRICAL PANELBOARD SCHEDULES - SHEET 2 EXISTING STANDBY PANELBOARD Notes: HT = HANDLE
TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 130 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 104 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 104 M
= MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 86.46 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 86.46 M 86.46 86.46 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 104 104 104 PHASE LOAD: 28.82 28.82 28.82 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 --
SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 16 13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14 11 14.41 0 1 20 -- SPARE -- 12 9 14.41 0 1 20 -- SPARE -- 10 7 M EF A.1 20 3 14... 0 1 20 -- SPARE -- 8 5 14.41
0 1 20 -- SPARE -- 6 3 14.41 0 1 20 -- SPARE -- 4 1 M EAHU 20 3 14... 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION
TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 150A ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 10K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO:
No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: ESD-P BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES EXISTING NORMAL PANELBOARD Notes:
HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 9 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 7 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):
7 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 2.52 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 2.52 R 2.52 2.52 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 6 9 6 PHASE LOAD: 0.72 1.08 0.72 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0
1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20
-- SPARE -- 16 13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14 11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12 9 R LAB WRITE UP 170 20 1 0.54 0 1 20 -- SPARE -- 10 7 R LAB WRITE UP 158 20 1
0.36 0 1 20 -- SPARE -- 8 5 R LAB WRITE UP 170 20 1 0.54 0.18 1 20 R R 6 3 0.54 1 20 LAB WRITE UP 158 R 4 1 0.36 1 20 LAB WRITE UP 170A R 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A
(kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 200A ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND:
Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: LAB-1F BUS AMPS: 225 PANELBOARD OPTIONS
& ACCESSORIES NEW NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 153 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 123
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 228 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 101.93 L 5.13 5.13 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED
LOAD (kVA): 189.2 R 184.57 97.28 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 227 226 230 PHASE LOAD:
62.79 62.7 63.71 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 --
SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE
-- 28 25 22... 0 1 20 -- SPARE -- 26 23 22.17 22.17 24 21 R iCVD REACTOR 100 3 22.17 22.17 22 19 -- SPARE -- 20 1 0 22.... 3 100 iCVD REACTOR R 20 17 L LIGHTING 3RD FLOOR 20 1 0.95
1.48 1 20 LIGHTING 3RD FLOOR L 18 15 L ICVD RMS 1 & 2, LAB WRITE U... 20 1 0.57 0.73 1 20 RMS 27,28,29,31,38,40 & 52 L 16 13 L OPEN RESEARCH LAB 32 20 1 1.04 0.36 1 20 OPEN LAB 32 AND
LAB 31 L 14 11 8.59 0 1 20 -- SPARE -- 12 9 8.59 0 1 20 -- SPARE -- 10 7 R iCVD PUMP 20 3 8.59 0 1 20 -- SPARE -- 8 5 8.59 0 1 20 -- SPARE -- 6 3 8.59 0 1 20 -- SPARE -- 4 1 R iCVD
PUMP 40 3 8.59 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: D4B MCB RATING:
150A ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS:
No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: D42 BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES EXISTING EMERGENCY PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING
HASP DEMAND LOAD x 125% (AMPS): 0 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 0 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 0 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND
LOAD (kVA): 0.1 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0.1 L 0.1 0.1 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY
BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 0 0 0 PHASE LOAD: 0.1 0 0 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1
20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 --
SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE
-- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12 9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10 7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8 5 -- SPARE -- 20 1 0 6 3 -- SPARE -- 20 1 0 4 1 L LIGHTING
MECH ROOM 20 1 0.1 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 70A ISOLATED GROUND:
No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED
LUGS: No PANEL NAME: HELP-B BUS AMPS: 100 PANELBOARD OPTIONS & ACCESSORIES EXISTING EMERGENCY PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125%
(AMPS): 0 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 0 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 0 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 0.3 L =
LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0.3 L 0.3 0.3 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL
TOTALS PHASE AMPS: 1 0 0 PHASE LOAD: 0.3 0 0 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 --
SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14 11 -- SPARE -- 20 1 0 0
1 20 -- SPARE -- 12 9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10 7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8 5 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 6 3 -- SPARE -- 20 1 0 0 1 20 -- SPARE
-- 4 1 L LIGHTING 2ND FLOOR 20 1 0.3 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED
FROM: MCB RATING: 70A ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO: No NEUTRAL BUS RATING: 100%
FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: HELP-2 BUS AMPS: 100 PANELBOARD OPTIONS & ACCESSORIES EXISTING EMERGENCY PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS
LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 0 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 0 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 0 M = MECH/EQUIP G = GROUND FAULT
5 Ma... DEMAND LOAD (kVA): 0.18 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0.18 L 0.18 0.18 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND
(kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 1 0 0 PHASE LOAD: 0.18 0 0 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 --
SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 -- SPARE -- 20 1 0 0
1 20 -- SPARE -- 14 11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12 9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10 7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8 5 -- SPARE -- 20 1 0 0 1 20 -- SPARE
-- 6 3 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 4 1 L LIGHTING 3RD FLOOR 20 1 0.18 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE
DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 70A ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface
MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: HELP-3 BUS AMPS: 100 PANELBOARD OPTIONS & ACCESSORIES EXISTING NORMAL PANELBOARD Notes:
HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 1 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 1 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):
1 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 0.36 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0.36 R 0.36 0.36 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 3 0 0 PHASE LOAD: 0.36 0 0 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE --
20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1
0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 R WEATHERPROOF RECEPT. 20 1 0.18 0.18 1 20 AHU LIGHTING R 14 11 --
SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED -- 12 9 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED -- 10 7 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE -
RESERVED -- 8 5 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED -- 6 3 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED -- 4 1 -- SPACE - RESERVED -- -- -- 0 0
-- -- -- SPACE - RESERVED -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 100A ISOLATED
GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS:
Yes SUB-FEED LUGS: No PANEL NAME: PENTHOUSE-N BUS AMPS: 100 PANELBOARD OPTIONS & ACCESSORIES EXISTING NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND
LOAD x 125% (AMPS): 0 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 0 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 0 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA):
0 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS: 0 0 0 PHASE LOAD: 0 0 0 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE --
20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1
0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1
20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14 11 -- SPARE -- 20 1 0 0 1 20 --
SPARE -- 12 9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10 7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8 5 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 6 3 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 4
1 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING:
200A ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS:
No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: LAB-3F BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES ELECTRICAL GENERAL NOTES - PANELBOARDS 1. EXISTING PANELBOARD LAB-3F IS SURFACE
MOUNTED TO BE REMOVED, RELOCATED AND REINSTALLED AS RECESSED MOUNTED. ELECTRICAL SHEET NOTES - PANELBOARDS 1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR USE
BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UPDATED PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS,
IN ACCORDANCE WITH THE SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY BY THE ENGINEER.
# DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 EXISTING OPTIONAL STANDBY PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH =
LOCKING HASP DEMAND LOAD x 125% (AMPS): 6 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 5 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 5 M = MECH/EQUIP G = GROUND FAULT 5 Ma...
DEMAND LOAD (kVA): 3.99 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 3.99 M 3.99 3.99 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD
TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 5 5 5 PHASE LOAD: 1.33 1.33 1.33 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9
10 7 8 5 1.33 6 3 1.33 4 1 M SP-1 20 3 1.33 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING:
– ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: No EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO: Yes NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL
BUS: Yes SUB-FEED LUGS: No PANEL NAME: HEPP-B BUS AMPS: 100 PANELBOARD OPTIONS & ACCESSORIES 3 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019 1 M L K J I H G F
E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 REMOVE ALL EXISTING LIGHTS AND POWER WITHIN DESIGNATED AREA E-LAB-BB
LAB-BF PDP-BA MECHANICAL B00UA MECHANICAL B00UA Room B00CA Room B78 Room B00JB Room 138 Room B40A Room 180 Room 182 Room 183 Room B01 Room B05 Room B00UH MECHANICAL B00UA Room 129 Room
B00UG Room B00TB Room B00UR Room B45 Room B00UM Room B00CD Room 141 Room B00SB Room B00SA Room B59 Room B54 Room B50 Room B52 Room B48 Room B46 Room B49 Room B00UL Room B56 Room B40
Room B53 Room B55 Room B57 Room B00UN Room B00CA Room B00EB Room B00UB Room B00UC Room B40C Room B00UP Room B00UE Room B00UF Room B00UD Room B11 E2.10 1 E3.00 1 E4.00 6 E4.00 2 E4.00
1 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" E1.00 29313.00
11/30/18 LEVEL 0 - PHASE 1 ELECTRICAL DEMO PLAN 3/32" = 1'-0" 1 ELECTRICAL DEMO PLAN - LEVEL 0 ELECTRICAL KEY NOTES - LEVEL 0 1 EXISTING PANELBOARD CLEAN 2 EXISTING PANELBOARD CRP1
3 EXISTING PANELBOARD CRC1 4 EXISTING STARTER AND BACK/BOOST TRANSFORMERS 5 EXISTING PANELBOARD LAB-BF 6 EXISTING PANELBOARD ELAB-BB 7 EXISTING PANELBOARD PDP-BA 8 PROPOSED NEW FEEDER
ROUTING. CONTRACTOR TO REMOVE AND REINSTALL EXISTING CEILINGS AND LIGHT FIXTURES TO PERMIT INSTALLATION . REVIEW ABOVE-CEILING CONDITIONS AND DETERMINE PREFERRED ROUTING ELECTRICAL
SHEET NOTES 1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES 2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 3 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019 J M L K J I H G F E D C B A N 21
3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 14 S1 R1 4A Q1 5.1 23.1 26.1 ALL EXISTING LIGHTING AND POWER TO REMAIN UNLESS OTHERWISE NOTED LAB-1F E-LAB-1B
Room 167F CORRIDOR 100CH Room 100UA Room 100UB Room 100JA LAB WRITE-UP 170 LAB WRITE-UP 170B LAB WRITE-UP 170A LAB WRITE-UP 169 OFFICE 168 CORRIDOR 100CH LAB WRITE-UP 162 LAB WRITE-UP
160 LAB WRITE-UP 158 OFFICE 158B OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CL Room 100EB Room 100CK Room 132 Room 100CG Room 100CJ Room 100CE Room
142A Room 126 Room 155B Room 100CF Room 155A Room 144 Room 165B OFFICE 152 Room 145B Room 120B Room 148 Room 148A Room 142 Room 100TA Room 130 Room 100SB Room 100CC Room 100SA Room
116 Room 114 Room 100CD Room 102 Room 106 Room 104 Room 108 Room 115 Room 110 Room 124 Room 103 Room 105 Room 107 Room 100UC Room 101 Room 146 Room 128 Room 145 Room 120 Room 165 Room
100CB CORRIDOR 100CA Room 155 Room 100UF Room 100CN Room 100JC Room 100CR Room 100SC Room 100EA Room 100TC Room 100JB Room 100UD Room 100TB Room 145A Room 100CM Room 167G Room 100TD
Room 218 OFFICE 156 COLLABORATION 167 XM XM XM XM XM XM XM XM XMXM XM XM XM XM XD XM XD XM XMXMXM Room 100UR E4.00 5 XM XD XD XD XM XD XD XM XM XM XM XM E3.10 1 XM 3 XM XM XM XM XM
XM XM XM XM XM REMOVE ALL POWER ON WALLS TO BE DEMOLISHED. REFER TO ARCHITECTURAL DRAWINGS. XM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" E1.10 29313.00 11/30/18 LEVEL 1 - PHASE 1 ELECTRICAL DEMO PLAN 3/32" = 1'-0" 1 ELECTRICAL DEMO
PLAN - LEVEL 1 ELECTRICAL KEY NOTES - LEVEL 1 1 EXISTING PANELBOARD LAB 1F 2 EXISTING PANELBOARD ELAB 1B ELECTRICAL SHEET NOTES 1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES
2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18
ADDENDUM 02 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019 2 3 4 5 6 M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523
26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 Room 201B Room 200SE Room 200EB Room 200SD Room 255A Room 255B Room 270A Room 275A Room 226 Room 275 Room 230B Room 230A Room 265C Room 278A
Room 258 Room 200CC Room 201A Room 200TA Room 275B Room 260 Room 230 Room 200SB Room 200SA Room 200TB Room 232 Room 214 Room 265A Room 252 Room 248 Room 250 Room 244 Room 254 Room 246
Room 256 Room 260A Room 204 Room 215 Room 208 Room 212 Room 210 Room 202 Room 272 Room 224 Room 222 Room 228 Room 276 Room 278 Room 216 Room 274 Room 201 Room 211 Room 203 Room 270
Room 205 Room 209 Room 207 Room 267 Room 265B Room 218 Room 245 Room 200CB Room 255 Room 200UC Room 200SC Room 200EA Room 265 Room 200JC Room 200JB Room 200JA Room 200CA Room 200UR
Room 206A Room 206 LP-276 ELAB-2B XR LP-2NC LP-2NB LP-2NA Room 200UA Room 200UB Room 200CA E3.20 1 E2.20 1 E4.00 4 REMOVE ALL LIGHTING AND POWER UNLESS NOTED OTHERWISE LAB-2F XR 2
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" E1.20 29313.00
11/30/18 LEVEL 2 - PHASE 1 ELECTRICAL DEMO PLAN 3/32" = 1'-0" 1 ELECTRICAL DISTRIBUTION PLAN - LEVEL 2 EXISTING ELECTRICAL KEY NOTES - LEVEL 2 1 EXISTING PANELBOARD LP-2NA 2 EXISTING
PANELBOARD LA-2NB 3 EXISTING PANELBOARD LP-2NC 4 EXISTING PANELBOARD LAB-2F 5 EXISTING PANELBOARD ELAB-2B 6 EXISTING PANELBOARD LP-276 ELECTRICAL SHEET NOTES 1 REFER TO E0.01 FOR LEGEND,
SCHEDULE AND GENERAL NOTES 2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/14/18 ADDENDUM 01 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018 12 3 4 M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20
21 24 2523 26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 LP-3NCLP-3NB LAB-3F LP-3NA Room 300UR Room 365A Room 365D Room 300JC Room 355 Room 365E Room 345B Room 345C Room 345A Room 365C
Room 361 Room 318B Room 365F Room 300CC Room 358 Room 318 Room 342 Room 300SC Room 300T Room 300TA Room 300CD Room 378 Room 342A Room 360 Room 300SB Room 300SA Room 318A Room 375 Room
362 Room 314 Room 377 Room 344 Room 352 Room 350Room 354 Room 356 Room 348 Room 346 Room 340 Room 312 Room 306 Room 308 Room 310 Room 365 Room 379 Room 365G Room 316 Room 305 Room 309
Room 303 Room 307 Room 301 Room 311 Room 343 Room 345 Room 304 Room 300CB Room 300JA Room 300EB Room 300UA Room 300CA Room 300UD Room 300EA Room 300JB Room 300UC Room 343A REMOVE ALL
LIGHTING AND POWER UNLESS OTHERWISE NOTED Room 300UB 3.30 1 2.30 1 E4.00 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel:
617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" E1.30 29313.00 11/30/18 LEVEL 3 - PHASE 1 ELECTRICAL DEMO PLAN 3/32" = 1'-0" 1 ELECTRICAL DISTRIBUTION PLAN - LEVEL
3 EXISTING ELECTRICAL KEY NOTES - LEVEL 3 1 EXISTING PANELBOARD LP-3NC 2 EXISTING PANELBOARD LP-3NB 3 EXISTING PANELBOARD LP-3NA 4 EXISTING PANELBOARD LAB-3F ELECTRICAL SHEET NOTES
1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES 2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS # DATE DESCRIPTION 1 11/30/18
ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018 M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24
2523 26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 E4.01 2 E4.01 4 E4.01 3 E4.01 1 Room 400UA Room 401 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" E1.40 29313.00 11/30/18 LEVEL 4 - PHASE 1 ELECTRICAL DEMO. PLAN ELECTRICAL SHEET NOTES 1 REFER
TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES 2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS 3/32" = 1'-0" # ELECTRICAL DISTRIBUTION
PLAN - LEVEL 4 EXISTING # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018 T8 21 3 4 5 Q P R S T O U S1 R1 4A
Q1 5.1 MECHANICAL B00UA Room B00SA Room B78 Room B00UB Room B00UC LS1 LS1 LS1 LS1 138 3838 LS1 1 REMOVE AND REINSTALL LIGHTING FIXTURES IN THIS AREA AS REQUIRED TO ACCOMMADATE WORK
OF OTHER TRADES. ALL EXISTING LIGHTING TO REMAIN. HELP-B #1D4B #38 X1 31 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E2.10 29313.00 11/30/18 LEVEL 0 - ELECTRICAL LIGHTING PLAN 1/4" = 1'-0" 1 ELECTRICAL LIGHTING PLAN-LEVEL 0 # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018 S2 S2 S2 S1 S1 S2 S1 S2 S2 LVD LVDLVDLVD LVD LVD LVD LVD LVD LVD LVD S1 S1 S1
S2 S1 S1 S1 S1 S1 S1 S1 S1 S2 S1 S1 S1 S1 S1 S1 S2 A A A E B B B B B B B P1 P1 P1 P1 P1 P1 P1 P1 LVD LVD LVDLVDLVD LVD P1P1 LVD LVD LVD P1 A A A A A P1 A LVD A B LVD LVD 21 3 4 6 7
5 Q P R S T O U S1 R1 4A Q1 5.1 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 PA PA PA PA PA PA PA RLA 12 RLA 12 PA PA PA PA RLA 12 PA RLA 12 PA PA PA PA PA PA PA PA RLA 8
RLA 10 RLA 10 RLA 10 PA PA RLC-8 RLC-8 PA PA LAB WRITE-UP 260 OPEN RESEARCH LAB 276 OPEN RESEARCH LAB 276 OPEN RESEARCH LAB 276 iCVD ROOM 276D TISSUE CULTURE (BACTERIAL) 276C TISSUE
CULTURE (MAMMALIAN) 276B GLASSWASH 276A OPEN RESEARCH LAB 276 LAB WRITE-UP 269 DWA 9 PA PA PA RLC-8 RLC-8 RLC-8 RLD-8 DWA 9 RLC-8 i RA 8 14 14 RA ACCESSIBLE RESTROOM 200TC OPEN RESEARCH
LAB 276 jk j,w k LPB LPB LPB DWA 15 15 15 15 1 15 1 15 14114 1 14 1 14 1 14 1 13 13 13 13 13 13 13 13 1 14 1 14 1 14 16 16 16 16 1 14 1 14 14 14 14 16 16 16 15 15 1 15 15 1 15 15 D42
#13 D42 #14 HELP-2 #1 D42 #15 a a j k a,z a a a a a a a a a a a a b b,y b,y c c,y c,y d d,y d,y e,y e,y f fff z a,za,za,za,za,z a,z y y y y y y y y z i h g g g D42 #15 a h h h h,x h,x
h i i x h,x h,x w j,w j,w j,wj,w j,w j,w X1 1 X1 1 X2 1 X2 1 X1 1 X1 1 X2 1 X1 1 1 X1 HELP-2 #1 2 2 2 g g g g2 g2 g2COMMON AREA 260A RA RA 2 2 22 2 2 2 2 2 DWB 2 i 2 Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E2.20 29313.00 11/30/18 LEVEL 2 -
ELECTRICAL LIGHTING PLAN 1/4" = 1'-0" 1 ELEC LIGHTING RCP - LEVEL 2 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC
3D779 12/18/2018 S2 S3 S2S2 S2 LVD LVD LVD S1 S1 LVD S3 S1 S1 S1 S1 S1 S1 S1 S1 S1 S2S2S2 S3 LVD LVD LVD LVD LVD P1 P1P1P1 P1 P1 LVD LVD LVD P1 P1 S2 LVD 21 3 4 6 7 8 Q R S T U S1 R1
4A Q1 RLA 10 RLA 16 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 RLA 6 RLC-12RLC-12 RLC-22 RLC-8 RLA 12 RLA 12 RLC-8 RLC-8 RLC-22 RLA 10 PA PA PA PA PA LAB EQUIPMENT 367E E-BEAM DEPOSITION
ROOM 367F RESEARCH LAB 367 SUPPORT 1 367D SUPPORT 2 367C STAIRS 300SA CONFERENCE ROOM 360 RA LPB PA PA PA PA RLA 10 LPA-10 17 17 17 1717 17 17 17 1 17 17 17 18 18 18 18 18 18 18 1181181181181
D42 #17 a a b z z z b,z b,z c d c,z c,z c,z d,z d,z HELP-3 #1 18 18 18 18D42 #18 X2 X2 X1 X1 1 1 1 1 a a a a a a a a a RLA 6 18 2 FLUORESCENCE MICROSCOPE 367A RESEARCH LAB 367 IDF 355
LIGHT SCATTERING 367B 2 DWA 4 DWA 2 2 2 DWA 4 17 17 17 2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000
Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/4" = 1'-0" E2.30 29313.00 11/30/18 LEVEL 3 - ELECTRICAL LIGHTING PLAN 1/4" = 1'-0" 1 ELEC LIGHTING RCP - LEVEL 3 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018 T8 EWH 1 CA 1 AHU A VP 1 RO 1 FCU 4 P 3A CA 2 SP 1 P 5 P 6 D 2 D 1 CP 1 21 3 4 6 7 5 Q P
R S T O U S1 R1 4A Q1 5.1 D4B D2B D4B #1,3,5 D4B #2,4,6 D4B #8,10,12 D4B #7,9,11 E-LAB-BB LAB-BF PDP-BA MECHANICAL B00UA Room B00SA Room B59 Room B56 Room B78 Room B00UB Room B00UC
LAB-BF #1 D4B #14,16,18 HEPP-B #1,3,5 D4B #20,22,24 D4B #25,27,29 D4B #26,28,30 D2B #2 D2B #4 6 6 6 D2B #6 D4B #32,34,36 LAB-BF #2 3 3 3 D2B #13 3 3 3 PROPOSED FEEDER ROUTING 3 PROVIDE
METAL CHANNEL SUPPORTS FOR PANELBOARDS Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
1/4" = 1'-0" E3.00 29313.00 11/30/18 LEVEL 0 - ELECTRICAL POWER PLAN 1/4" = 1'-0" 1 ELECTRICAL POWER PLAN - LEVEL 0 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18
ADDENDUM 01 3 1/7/18 ADDENDUM 02 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019 J 1 1 1 1 11 2 2 2 2 2 2 21 3 4 6 7 5 Q P R S T O U S1 R1 4A Q1 5.1 Room 100CG CORRIDOR
100CH CORRIDOR 100CH LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE 168 COLLABORATION 167 Room 100SA Room 167F Room 167G Room 165B OFFICE 167A CONFERENCE ROOM 167B OFFICE
167C OFFICE 167D OFFICE 167E Room 100CJ LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE
167E Room 167F Room 100CJ Room 165B Room 100SA Room 165 Room 100UA Room 100JA Room 100UB CORRIDOR 100CH Room 167G COLLABORATION 167 XM XM XM XM XM XM XM XM XM XM XM XD XM XM XM XM 4
4 7 7 5 5 LAB-1F #5 9 9 9LAB-1F #9 3 5 3 3 3 3 XM XMXM XM XM XM XM XM XM XM XM XM XM XM XM XM XM XM XM LAB-1F #2 2 4 LAB-1F #7 XM 3 XM XM XM XM XM XM 3 3 3 3 3 3 3 3 3 3 3 3 Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E3.10 29313.00 11/30/18
LEVEL 1 - ELECTRICAL POWER PLAN 1/4" = 1'-0" 1 ELECTRICAL POWER PLAN - LEVEL 1 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 ELECTRICAL
SHEET NOTES - POWER 1 EXISTING PLUGMOLD WITH SINGLE OUTLETS +/- 1'-0" O.C. TO REMAIN. 2 EXISTING PLUGMOLD WITH SINGLE OUTLETS +/- 2'-0" O.C. TO REMAIN. DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-
A23A15AF7659 1/4/2019 J FH J FH J FH J FH J FH J FH 2 G G J G 12 J FH J FH 2 G 2 2 2 2 22 2 2 2 2 24 24 5 22 2 G G G G G FCU 2 2 FCU 2 2 GG J J J 2 G EQ-RY-38 EQ-RY-39 EQ-RY-36 EQ-RY-33
EQ-RY-19 EQ-RY-20 EQ-RY-31 EQ-RY-30 EQ-RY-17EQ-RY-28 EQ-RY-25 EQ-RY-14 EQ-RY-26 EQ-RY-27 EQ-RY-29 EQ-RY-15 EQ-RY-16 EQ-RY-13 EQ-RY-21 EQ-RY-41 EQ-RY-10 EQ-RY-22 EQ-RY-32 EQ-CA-44 EQ-RY-12
EQ-CA-47 EQ-CA-46 EQ-CA-11 EQ-CA-12 EQ-CA-10 2 EQ-CA-29 EQ-CA-28 EQ-RY-50 EQ-RY-44 EQ-CA-26 EQ-CA-37 EQ-CA-31 EQ-CA-15 EQ-CA-17 EQ-CA-33 EQ-CA-43 EQ-CA-47 EQ-CA-41 EQ-CA-32 EQ-CA-39
EQ-CA-27 EQ-RY-49 EQ-CA-38 EQ-CA-40 EQ-CA-34 EQ-CA-36 EQ-RY-46 EQ-CA-18 EQ-CA-24 EQ-CA-13EQ-CA-16 EQ-CA-14 EQ-CA-45 EQ-CA-22 EQ-CA-19 EQ-CA-09 EQ-RY-37 EQ-CA-03 EQ-CA-05 EQ-CA-04 EQ-CA-06
EQ-CA-07 EQ-CA-01 EQ-CA-02 EQ-CA-08 EQ-RY-03 EQ-RY-06 EQ-RY-04 EQ-RY-07 EQ-RY-01 EQ-RY-02 EQ-RY-05 EQ-RY-09 2 2 EQ-RY-40 EQ-CA-01 G G 2 2 2 8 8 2 2 G G G 2 2 202020 20 2 2 22 2 2 2
21 3 4 6 7 5 Q P R S T O U S1 R1 4A Q1 5.1 SCOPE OF WORK SCOPE OF WORK LAB-2F D42 DW R22 ELAB-2B LP-2NA LP-2NB 6 6 6 6 5 5 4 4 2 3 3 2 1 1 2 10 3 3 10 31 15 34 ICE MAKER 31 27 22 12,14
30 6,8 26 17 8 8 8191919 18 18 18 11 11 11 15 15 15 17 17 17 20 20 20 20 13 13 131313 R22 #10 R22 #31 R22 #33 R22 #42 R22 #41 R22 #46 R22 #43 R22 #48 R22 #45 R22 #50 R22 #47 R22 #52
R22 #49 R22 #54 R22 #51 R22 #56 R22 #53 R22 #55 R22 #57 R22 #58 R22 #59 R22 #60 LAB-2F #7 TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP
260 LAB WRITE-UP 269 OPEN RESEARCH LAB 276 iCVD ROOM 276D Room 254 Room 256 Room 267 CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC LAB-2F #33 LAB-2F #35
LAB-2F #39 LAB-2F #37 LAB-2F #38 LAB-2F #36 LAB-2F #34 LAB-2F #41 L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R E6.00 2 L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R
L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R LAB-2F #32 1010 1010 12 12 12 12 1214 14 14 16 1416 16 16 4040 1 OPEN RESEARCH LAB 276 LAB-2F #17
5 LAB-2F #13,15,17 E6.00 2 E6.00 2 E6.00 2 E6.00 2 E6.00 2 E6.00 2 E6.00 2 LAB-2F #20 R22 #4 R22 #1 R22 #2 D4B #13,15,17 LAB-2F #19 LAB-2F #8 LAB-2F #10,12,14 LAB-2F #16 LAB-2F #40
480V, 50A, 3P TO 'D4B' IN BASEMENT LAB-2F #2,4,6 LAB-2F #1 LAB-2F #18 LAB-2F #11 OPEN RESEARCH LAB 276 R22 #79 XL R22 #17 2 R22 #5 80 82 84 R22 #80,82,84 2 2 2 22 2 13 13 ? 22 2 2 2
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E3.20 29313.00
11/30/18 LEVEL 2 - ELECTRICAL POWER PLAN 1/4" = 1'-0" 1 ELECTRICAL PLAN - LEVEL 2 PHASE 1 ELECTRICAL KEY NOTES - DISTRIBUTION LEVEL 2 KEY NOTE DESCRIPTION 1 PROVIDE ALARM CONNECTION
BETWEEN CO GAS CABINET AND EXISTING GAS MONITORING SYSTEM. INCLUDE ALL DESIGN SERVICES, DOCUMENTATION, HARDWARE AND WIRING. WORK SHALL BE PERFORMED BY HALLAM ICS IN ACCORDANCE WITH
CORNELL REQUIREMENTS. 2 RECEPTACLE TO BE INSTALLED ABOVE THE LEVEL OF THE UPPER SHELF FOR LIGHTING FIXTURE. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM
01 2 2 2 2 2 2 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018 J FH J FH G 2 2 2 J FH 34 G G 2 J FH J FH J FH TV J FCU 3 FCU 5 2 EQ-NA-10 EQ-NA-46 EQ-NA-43 EQ-NA-43
EQ-NA-45 EQ-NA-44 EQ-NA-02 EQ-NA-34 EQ-NA-08 EQ-NA-09 EQ-NA-07 EQ-NA-49 EQ-NA-48 EQ-NA-47 EQ-NA-19 EQ-NA-11 EQ-NA-12 EQ-NA-13 EQ-NA-21 EQ-NA-20 EQ-NA-26 EQ-NA-36 EQ-NA-50 EQ-NA-32 EQ-NA-06
EQ-NA-18 EQ-NA-33 EQ-NA-04 EQ-NA-05 EQ-NA-01 EQ-NA-40 EQ-NA-38 EQ-NA-37 EQ-NA-42 EQ-NA-42 EQ-NA-42 EQ-NA-16 EQ-NA-16 EQ-NA-16 EQ-NA-14 EQ-NA-14 EQ-NA-15 EQ-NA-24 EQ-NA-23 EQ-NA-22 EQ-NA-41
EQ-NA-03 2 2 2 2 2 2 2 2 2 2 2 21 3 4 6 7 8 5 Q P R S T O U S1 R1 4A Q1 5.1 SCOPE OF WORK R23 ELAB-3B 66 68 68 68 65 65 65 67 65 67 71 71 222 4 4 4 4 6 8 8 6 10 10 6 76 13 13 13 15
6 23 25 27 37 37 35 38 35 35 40 2 R23 #41 R23 #42 R23 #43 R23 #44 R23 #45 R23 #46 R23 #47 R23 #48 R23 #61 R23 #62 R23 #63 R23 #64 R23 #57 R23 #58 R23 #59 R23 #60 R23 #53 R23 #54 R23
#55 R23 #56 R23 #49 R23 #50 R23 #51 R23 #52 RESEARCH LAB 367 SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE 367A
STAIRS 300SA Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 L5-20R L5-20R E6.00 2 E6.00 2 E6.00 2 E6.00 2 E6.00 2 E6.00 2 L5-20R
L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R 36 R23 #36 6 12 12 12 66 66 R23 #3
R23 #66,68 76 76 R23 #8,10,12 R23 #1 R23 #7 RESEARCH LAB 367 RESEARCH LAB 367 RESEARCH LAB 367 R23 #9 L5-20R R23 #11 L5-20R 70 70 72 7272 R23 #13 R23 #76 R23 #2,4,6 R23 #15 R23 #65,67,71
67 71 LAB-3F 70 38 37 2 R23 #37 2 66 2 81 81 8181 15 2 15 15 2 2 72 72 2 70 70 37 LIGHT SCATTERING 367B IDF 355 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E3.30 29313.00 11/30/18 LEVEL 3 - ELECTRICAL POWER PLAN 1/4" = 1'-0" 1 ELECTRICAL PLAN - LEVEL
3 PHASE 1 ELECTRICAL KEY NOTES - POWER 1 MOUNT RECEPTACLES AT 60" AFF 2 RECEPTACLE TO BE INSTALLED ABOVE THE LEVEL OF UPPER SHELF FOR LIGHT FIXTURE # DATE DESCRIPTION 1 11/30/18 ISSUED
FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018 T7 T5 T8* T8* T3* T7 ATS ATS ATS G 16 17 R1 PDP-BB T-EAST-1 T-EAST-1
MDP T-ESD-C ESD-C LDP-B DP-B T-DP-B T-PDP-BB Room B45 Room B00UD HEPP-B 3 TOXIC GAS MONITORING PANEL H 24 LEPP-B HELP-B HLP-B LPP-B Room B00UR EXISTING OPT. STANDBY BUS RISER E-1 EXISTING
NORMAL BUS RISER EAST-1 E-LAB-BB LAB-BFLAB-BCLPP-B 15 U 14 ELPB1 EEDP ESDB EODP EDPT-E1 ATS-1 ATS-2 ATS-3 Room B00UP H 24 HLP-2 HELP-2 LEPP-2 Room 200UR EXISTING OPT. STANDBY BUS RISER
E-1 EXISTING NORMAL BUS RISER EAST-1 E-LAB-2B LAB-2FLAB-2CLPP-2 H 24 LEPP-3 HELP-3 HLP-3 LPP-3 Room 300UR EXISTING OPT. STANDBY BUS RISER E-1 EXISTING NORMAL BUS RISER EAST-1 LAB-3C
LAB-3FLPP-3 E-LAB-3B H 24 HLP-1 HELP-1 LEPP-1 Room 100UR EXISTING OPT. STANDBY BUS RISER E-1 EXISTING NORMAL BUS RISER EAST-1 E-LAB-1B LAB-1FLPP-1 LAB-1C LPP-1 Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E4.00 29313.00 11/30/18 ELECTRICAL PART
PLANS - SHEET 1 1/4" = 1'-0" 2 PART PLAN - LEVEL 0 - ELEC. ROOM B00UD 1/4" = 1'-0" 6 PART PLAN - LEVEL 0 - ELEC. ROOM B00UR 1/4" = 1'-0" 1 PART PLAN - LEVEL 0 - ELEC. ROOM B00UP 1/4"
= 1'-0" 4 PART PLAN - LEVEL 2 - ELEC. ROOM 200UR 1/4" = 1'-0" 3 PART PLAN - LEVEL 3 - ELEC. ROOM 300UR ELECTRICAL SHEET NOTES 1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES
2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS KEY NOTES - PART PLANS 1 EXISTING DISTRIBUTION PANEL SERVING OPTIONAL STANDBY PANEL
WITHIN LEVEL 0 SCOPE OF WORK 2 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 0 OPTIONAL STANDBY PANEL WITHIN SCOPE OF WORK 3 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 0 NORMAL
PANEL WITHIN SCOPE OF WORK 4 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 1 OPTIONAL STANDBY PANEL WITHIN SCOPE OF WORK 5 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 1 NORMAL
PANEL WITHIN SCOPE OF WORK 6 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 2 OPTIONAL STANDBY PANEL WITHIN SCOPE OF WORK 7 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 2 NORMAL
PANEL WITHIN SCOPE OF WORK 8 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 3 OPTIONAL STANDBY PANEL WITHIN SCOPE OF WORK 9 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 3 NORMAL
PANEL WITHIN SCOPE OF WORK 10 EXISTING EMERG. PANEL SERVING LEVEL 0 SCOPE OF WORK 11 NOTE NOT USED 12 EXISTING EMERG. PANEL SERVING LEVEL 2 SCOPE OF WORK 13 EXISTING EMERG. PANEL SERVING
LEVEL 3 SCOPE OF WORK 1/4" = 1'-0" 5 PART PLAN - LEVEL 1 - ELEC. ROOM 100UR # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 3 DocuSign
Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019 EF A.2 EF A.1 J G S1 S1 H G 17 U 2423 XM XM ELP1-401A ELP2-401 XD DISCONNECT AND CUT BACK EXISTING POWER/COMM. RACEWAYS AND
CIRCUITS ON BOTH SIDES OF THIS WALL TO ACCOMMODATE WALL DEMO. DISCONN. AND REMOVE EXISTING CLOCK RECEPT. XD EXISTING POWER/ COMM. RACEWAY XM XM XM EXISTING 208V POWER PANEL EXISTING
208V POWER PANEL THIS ROOM IS BEING DEMOLISHED. DISCONNECT AND REMOVE ALL EXISTING LIGHTING, CONTROLS, POWER DEVICES AND CIRCUITS BACK TO SOURCE THIS CLOSET IS BEING DEMOLISHED. DISCONNECT
AND REMOVE ALL EXISTING LIGHTING, CONTROLS, POWER DEVICES AND CIRCUITS BACK TO SOURCE XD XD XM XM XM XD XD XD XD XD XM XD XM XD XD XM XM INTERCEPT EXISTING CIRCUITING AND EXTEND AND
RECONNECT TO EXISTING CIRCUIT AT PANELBOARD 3 4 6 R S S1 R1 4A XM Room 400UC Room 400SA ESD-P #7,9,11 ESD-P #1,3,5 ESD-P XMXMXM WP PENTHOUSE-N #14 PENTHOUSE-N #13 AHU LIGHTS VFD PENTHOUSE-N
EXISTING PANEL EXISTING PANEL MS MS VFD VFD VFD EXHAUST FAN EF-A-1 EXHAUST FAN EF-A-2 XM WP H G 17 U 2423 ELP1-401A ELP2-401 XMXM XM XM XM XM (EXISTING) (EXISTING) Room 400UA XM XM
XM XM XM XM XM XM XM XM 3 6 R S R1 4A ESD-P XM VFD XM XM EXISTING PANEL "PENTHOUSE-N" EXISTING PANEL MS XM XM MS H G 17 U 2423 R1 FC3 XM XD XMXM XM XM XM XM XD XN XR FC1 FC1 FC2 FC2
FC2 FC2 XN FC1 d dXM XD c c c a b a a b a a b XD XD H G 17 U 2423 R1 FC1 FC1 FC2 FC2 FC2 FC2 FC1 d d a a a b a b a b b b a a XL X1 X1 NEW NEW XM XM XM XM XM XM XM FC1 XM b b a PROVIDE
NEW 2 X 4 PRISMATIC FLUORESCENT SIMILAR TO EXISTING . CONNECT TO EXISTING CIRCUITING. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E4.01 29313.00 11/30/18 ELECTRICAL - PART PLANS - SHEET 2 1/4" = 1'-0" 1 ELECTRICAL DISTRIBUTION PLAN - LEVEL 4 SOUTH
EXISTING - PART PLAN 1/4" = 1'-0" 3 LEVEL 4 ELECTRICAL NORTH NEW WORK - PART PLAN 1/4" = 1'-0" 4 LEVEL 4 ELECTRICAL SOUTH NEW WORK PART PLAN 1/4" = 1'-0" 2 ELECTRICAL DISTRIBUTION PLAN
- LEVEL 4 NORTH EXISTING - PART PLAN # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 1/4" = 1'-0" 5 ELECTRICAL LIGHTING PLAN - LEVEL
4 EXISTING PART PLAN 1/4" = 1'-0" 6 ELECTRICAL LIGHTING PLAN - LEVEL 4 PART NEW PLAN 3 3 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019 NEW DRY TYPE TRANSFORMER
250AT 200AT 250AT 200AT 250AT 200AT 250AT 200AT 208/120V, 3Φ, 4W DISTRIBUTION PANELBOARD 250AT 200AT 250AT 200AT 250AT 200AT 250AT 200AT EXISTING 600A 208V DISTRIBUTION PANEL EXISTING
NORMAL BUSWAY EAST-1 208/120, 3Φ, 4W NEW 208/120V, 3Φ, 4W PANELBOARD NEW EXISTING 480V DISTRIBUTION PANEL 480/277V, 3Φ, 4W DISTRIBUTION PANELBOARD NEW 480/277V, 3Φ, 4W DISTRIBUTION
PANELBOARD NEW 208/120V, 3Φ, 4W PANELBOARD NEW MECH ROOM - B00UA CORRIDOR B00CA T8 NORTH PENTHOUSE 400UC ELECTRICAL ROOM - BOOUDLEVEL 0 LEVEL 1 LEVEL 2 LEVEL 4 LEVEL 3 ROOF ELEC. ROOM
300UR ELEC. ROOM 200UR ELEC. ROOM 100UR ELEC. CLOSET ELEC. CLOSET NORTH PENTHOUSE 400UC LEVEL 0 LEVEL 1 LEVEL 2 LEVEL 4 LEVEL 3 ROOF ELEC. CLOSET 200UA ELEC. CLOSET EXISTING RM
274 EXISTING CORR 300UA EXISTING COLLABORATION 167 EXISTING MECH B00UJ CORRIDOR B00CA ELECTRICAL ROOM - BOOUD EXISTING CORR 200CA RENOVATED SPACE ELEC. ROOM 300UR ELEC. ROOM 200UR
ELEC. ROOM 100UR EXISTING CORR 100CH EXISTING ROOM 300CD EXISTING MECH B00UA RENOVATED SPACE EXISTING COLLABORATION 167 EXISTING MDP ECB CB-EAST 1 T-EAST 1 T8 PDB-BA EXISTING NORMAL
POWER DISTRIBUTION LP-2NB LP-3NA LP-3NCLAB-3F LAB-2F LAB-2NCLP-276 PPP-H LAB -BF LAB-1F EXISTING MDP ECB CB-EAST 1 T-EAST 1 T8 D4BD2B R22 J J LP-2NA LP-2NB LP-3NB LP-3NC LAB-3F LAB-2F
DP-B LP-2NA LP-3NB CLEAN CRP-1 CRC-1 DP-B LP-3NA STARTERS TRANSFORMERS PDB-BA LAB-1F PDP-BB T7 PPP-H LAB -BFPDP-BB T7 ELECTRICAL KEY NOTES LEVEL 0 DISTRIBUTION KEY NOTE DESCRIPTION
01 02 EXISTING PANELBOARDS CLEAN, CRP-1, CRC-1, AND TRANSFORMERS AND FEEDERSTO BE REMOVED. EXISTING PANELBOARDS LAB-BF, DP-B AND PDP-BB TO REMAIN. ELECTRICAL KEY NOTES LEVEL 1 DISTRIBUTION
11 EXISTING PANELBOARD LAB-1F TO REMAIN. ELECTRICAL KEY NOTES LEVEL 4 DISTRIBUTION 31 32 EXISTING PANELBOARD LAB-3F TO BE RELOCATED. EXISTING PANELBOARD LP-3NA,LP-3NB AND LP-3NC TO
REMAIN. ELECTRICAL KEY NOTES LEVEL 2 DISTRIBUTION 21 22 23 EXISTING PANELBOARD LAB-2F BE RELOCATED. EXISTING PANELBOARDS LP-2NA,LP-2NB AND LAB-2NC TO REMAIN. EXISTING PANELBOARDS LP-276
AND FEEDERS TO BE REMOVED. ELECTRICAL KEYNOTES LEVEL 0 DISTRIBUTION KEY NOTE DESCRIPTION 21 INTERCEPT EXISTING PANELBOARD E-LAB-2F FEEDER AND EXTEND TO NEW PANELBOARD LOCATION. NEW
FEEDER TO MATCH EXISTING. ELECTRICAL KEYNOTES LEVEL 3 DISTRIBUTION 31 INTERCEPT EXISTING PANELBOARD E-LAB-3F FEEDER AND EXTEND TO NEW PANELBOARD LOCATION. NEW FEEDER TO MATCH EXISTING.
NEW NORMAL POWER DISTRIBUTION T8 T8 ELECTRICAL KEYNOTES LEVEL 2 DISTRIBUTION 01 PROVIDE NEW 600A-3P CIRCUIT BREAKER IN EXISTING WITCH BOARD MDP TO SERVE NEW FEEDER. R23 225Y D42 150Y225Y
600Y 4#250KCMIL AL 1#4G AL IN 2 1/2"C 4#250KCMIL AL 1#4G AL IN 2 1/2"C 4#250KCMIL AL 1#4G AL IN 2 1/2"C 4#250KCMIL AL 1#4G AL IN 2 1/2"C 01 01 01 01 02 02 02 11 22 31 32 32 32 23 21
31 21 22 22 01 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274
Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 N.T.S E5.00 29313.00 11/30/18
ELECTRICAL NORMAL POWER RISER DIAGRAMS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018 4#1/0 AL&1#6 AL, 1
1/2"C 01 11 21 31 12 22 32 41 02 21 31 250AT 100AT 250AT 100AT 250AT 100AT 250AT 100AT 250AT 100AT 250AT 100AT 250AT 100AT ELAB-1B NORTH PENTHOUSE 400UC TRANSFER SWITCH ROOM - BOOUP
ELEC. ROOM 400UR LEVEL 0 LEVEL 1 LEVEL 2 LEVEL 4 LEVEL 3 ROOF ELEC. ROOM 300UR ELEC. ROOM 200UR ELEC. ROOM 100UR ELECTRICAL CLOSET ELECTRICAL CLOSET NORTH PENTHOUSE 400UC MECHANICAL
ROOM 403 LEVEL 0 LEVEL 1 LEVEL 2 LEVEL 4 LEVEL 3 ROOF EXISTING CORRIDOR 300CA EXISTING CORRIDOR 200CA EXISTING COLLABORATION 167 OPEN RESEARCH LAB 276 EXISTING CORRIDOR B00CA TRANSFER
SWITCH ROOM - BOOUP ELECTRICAL CLOSET SUPPORT 1 367D EXISTING COLLABORATION 167 ELEC. ROOM 400UR ELEC. ROOM 300UR ELEC. ROOM 200UR ELEC. ROOM 100UR ELEC. ROOM B00UR ELEC. ROOM
B00UR ELECTRICAL CLOSET ELECTRICAL CLOSET ELECTRICAL CLOSETCORRIDOR CORRIDOR CORRIDOR EXISTING CORRIDOR B00CA ATS 2 ATS 3ATS 1 ECB CB-E1 T-E1 EMERGENCY BUS RISER "E1" ESD-B EEDPEDP
T7 EODP ESD-P TO A 400 KW/500KVA OUTDOOR GENERATOR E-LAB-3B ELAB-2B EXISTING OPTIONAL STANDBY DISTRIBUTION BRANCH #3 EXISTING OPTIONAL STANDBY DISTRIBUTION BRANCH #2 EXISTING EMERGENCY
DISTRIBUTION BRANCH #1 ELAB-BB KEY NOTE DESCRIPTION 01 EXISTING PANELBOARDS E-LAB-BB TO REMAIN. 11 EXISTING PANELBOARDS E-LAB-1B TO REMAIN. ELECTRICAL KEYNOTES
LEVEL 2 DISTRIBUTION 21 EXISTING PANELBORD E-LAB-2B TO BE REMOVED AND RELOCATED TO ACCOMMODATE THE RENOVATION. EXISTING FEEDER SHOWN BASED ON RECORD DRAWING. 31 EXISTING PANELBORD E-LAB-3B
TO BE REMOVED AND RELOCATED TO ACCOMMODTE THE RENOVATION. EXISTING FEEDER SHOWN BASED ON RECORD DRAWING. ATS 2 ATS 3ATS 1 ECB CB-E1 T-E1 EMERGENCY BUS RISER "E1" ESD-B EEDPEDP T7 EODP
TO A 400 KW/500KVA OUTDOOR GENERATOR ELAB-BB ESD-P EXISTING EMERGENCY POWER DISTRIBUTION ELAB-1B HELP-3 HELP-2 HELP-1 HELP-4 EXISTING PANELBOARD HELP-1 TO REMAIN AND REUSED TO SUPPLY
THE NEW RENOVATED SPACE.12 EXISTING PANELBOARD HELP-2 TO REMAIN AND REUSED TO SUPPLY THE NEW RENOVATED SPACE.22 EXISTING PANELBOARD HELP-3 TO REMAIN AND REUSED TO SUPPLY THE NEW RENOVATED
SPACE.32 ELECTRICAL KEYNOTES LEVEL 3 DISTRIBUTION ELECTRICAL KEYNOTES LEVEL 1 DISTRIBUTION ELECTRICAL KEYNOTES LEVEL 0 DISTRIBUTION ELECTRICAL KEYNOTES LEVEL 4 DISTRIBUTION EXISTING
PANELBOARD HELP-4 TO REMAIN AND REUSED TO SUPPLY THE NEW RENOVATED SPACE.41 KEY NOTE DESCRIPTION 21 INTERCEPT EXISTING PANELBOARD E-LAB-2B FEEDER AND EXTEND TO NEW PANELBOARD LOCATION.
NEW FEEDER TO MATCH EXISTING. 31 INTERCEPT EXISTING PANELBOARD E-LAB-3B FEEDER AND EXTEND TO NEW PANELBOARD LOCATION. NEW FEEDER TO MATCH EXISTING. HELP-B EXISTING PANELBOARD HELP-B
TO REMAIN AND REUSED TO SUPPLY THE NEW RENOVATED SPACE.02 EXISTING OPTIONAL STANDBY DISTRIBUTION BRANCH #3 EXISTING OPTIONAL STANDBY DISTRIBUTION BRANCH #2 EXISTING EMERGENCY DISTRIBUTION
BRANCH #1 E-LAB-3B ELAB-2B J J HELP-3 HELP-2 HELP-1 HELP-4 HELP-B ELECTRICAL KEYNOTES LEVEL 2 DISTRIBUTION ELECTRICAL KEYNOTES LEVEL 23DISTRIBUTION NEW EMERGENCY
POWER DISTRIBUTION 4#1/0 AL&1#6 AL, 1 1/2"C 208/120, 3Φ, 4W 208/120V, 3Φ, 4W 480/277V, 3Φ, 4W 208/120, 3Φ, 4W 208/120, 3Φ, 4W 4#1/0 AL&1#6 AL, 1 1/2"C 4#1/0 AL&1#6 AL, 1 1/2"C 208/120,
3Φ, 4W 208/120V, 3Φ, 4W 208/120V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W208/120, 3Φ, 4W 480/277V,
3Φ, 4W 480/277V, 3Φ, 4W 208/120, 3Φ, 4W Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
N.T.S E5.01 29313.00 11/30/18 ELECTRICAL EMERGENCY POWER RISER DIAGRAMS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454
12/10/2018 SCALE: ELEVATION PLAN VIEW SCALE: FUME HOOD WIRING DETAIL NONE TYPICAL LAB BENCH AT WALL POWER AND DATA DETAIL NTS SCALE: TYPICAL OVERHEAD SERVICE WIREMOLD DETAIL 2 NONE
K.S K.S J LIGHT FIXTURESEE NOTE #1 DUPLEX RECEPTACLE (TYPICAL) LIGHT SWITCH SEE NOTE #3 ELEVATION 3 1 FLUSH WALL MOUNTED RECEPTACLE SURFACE MOUNTED RACEWAY LAB EQUIPMENT OUTLET CEILING
FLOOR 1. 3. 2. 4. PROVIDE (2) CIRCUITS AS SHOWN ON FLOOR PLANS. ONE CIRCUIT SHALL BE WIRED TO LIGHT FIXTURE AND THE OTHER TO RECEPTACLES. RUN ALL WIRING CONCEALED. JUNCTION BOX SIZE
AS REQUIRED, BEHIND HOOD IN WALL. VERIFY & COORDINATE EXACT LOCATION IN THE FIELD. ALL EQUIPMENT SHOWN (LIGHT FIXTURE, SWITCH AND RECEPTACLES) FURNISHED AS PART OF HOOD. ELECTRICAL
CONTRACTOR SHALL PROVIDE ALL WIRING AND CONDUIT TO MAKE FINAL CONNECTIONS. NOTES: COMMUNICATION CHANNEL. REFER TO T SERIES DRAWINGS WIREMOLD AL4800 2 CHANNEL MULTI OUTLET ASSEMBLY
L5-20R FOR 2 CIRCUIT BENCH POWER TYPICAL FLUSH WALL MOUNTED DATA OUTLET 10 10 55331 1 C PB-3-AD7-2,4,6 20A-3P SURFACE MOUNTED RACEWAY MOUNTED ABOVE LAB BENCH RECEPTACLES AND/OR DATA
OUTLETS INTEGRAL TO SURFACE MOUNTED RACEWAY WALL RECEPTACLES AND/OR DATA OUTLETS FLUSH MOUNTED WITHIN WALL ABOVE SURFACE MOUNTED RACEWAY LAB EQUIPMENT OUTLET MOUNTED 18" AFF UNLESS
OTHERWISE NOTED. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" E6.00
29313.00 11/30/18 ELECTRICAL DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018
SCALE:SCALE:SCALE: LVD LVD LVD LVD TYPICAL CONFERENCE ROOM - LIGHTING CONTROL DIAGRAM 6 NONE TYPICAL LAB WRITE-UP - LIGHTING CONTROL DIAGRAM 3 NONE TYPICAL SUPPORT EQUIP. ROOM - LIGHTING
CONTROL DIAGRAM 5 NONE LIGHTING CONTROL RISER DIAGRAM 1 NONESCALE: ELECTRICAL CONTRACTOR TO PROVIDE CAT-5 DATA CABLE. SEE CAT-5 REQUIREMENTS SHEET & RJ45 CONNECTOR DETAIL. TEST ALL
CABLE LENGTHS AND TERMINATION'S W/CAT-5 TESTER. VOLTAGE CONTROL WIRING TO BE INSTALLED PER NATIONAL ELECTRICAL CODE FOR CLASS-2 LOW VOLTAGE WIRING. ALL LOW VOLTAGE COMMUNICATION CABLE
& HARDWIRE LOW FROM LINE VOLTAGE BY A MINIMUM DISTANCE OF 1-FOOT. RUN IN LINE VOLTAGE RACEWAYS. SEPARATE LOW VOLTAGE RUNS CLASS-2 LOW VOLTAGE WIRING SHALL NOT BE MIXED WITH OR CONFIGURATIONS
ALLOWED WITHOUT POWER SUPPLY REPEATERS. FROM ONE PANEL OR DEVICE TO THE NEXT. NO "STAR" OR "T" CAT-5 DATA CABLE RUNS TO BE INSTALLED IN A DAISY CHAIN FOR THE INSTALLATION ENVIRONMENT
OR CONDITIONS ON SITE. INSTALLED WITH THE APPROPRIATE JACKET TYPE OR CONDUIT ALL CLASS-2 & CAT-5 DATA CABLE RUNS TO BE PROVIDED AND A. B. C. D. E. FOR PROPER SYSTEM OPERATION, BASED
ON THE ACTUAL NUMBER ADDITIONAL POWER OR DATA REPEATING DEVICES MAY BE REQ'D AND DISTANCE OF DEVICES TO BE INSTALLED ON CAT-5 DATA LINE. F. G. 2 3 4 5 6 7 8 9 10 1 R1 D1 R2 D2 OUTIN
A:F1 N:03 a On/Off Ramp Up Ramp Dn PS-IN 6 8 3 1 1 R1 D1 R2 D2 A:F1 N:04 a On/Off Ramp Up Ramp Dn PS-IN PS-IN OUTIN 1 1 6 8 3 10 10 R1 D1 A:F1 N:07 a On/Off Ramp Up Ramp Dn OUTIN
1 1 6 3 10 CAT-5E DATA CABLE NOT USED PHOTOCELL CONTROLLER & REMOTELY MOUNTED SENSOR HEAD. PROVIDE 3-#18 AWG MIN. FROM SENSOR TO CONTROLLER. EMERGENCY POWER AND CONTROL ULO924 BYPASS
RELAY LOW VOLTAGE DIMMER STATION DIMMER REMOTE RELAY CAT-5E CONNECTED W/0-10VDC DIMMING CONTROL NOT USED EVO DISTRIBUTED CONTROL PANEL SELECTABLE LIGHTING APPLICATION (A) FOR 16 PRE-PORGRAMMED
APPLICATIONS RELAY CONTROL PANEL R40-1,2&3 POLE RELAY AS LISTED. GENERAL NOTES DEVICES MAY COME UNIQUELY PRE-ADDRESSED AND ARE LOCATION SPECIFIC. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO PROPERLY LOCATE DEVICES. REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1.REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1. REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1.
a 6 b R4 D4 EPC-2 7 KEY NOTES REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1. Node: 01 OUT Panel OUTIN A:F1 N:02 OUTIN A:F1 N:02 OUTIN A:F1 N:02 OUTIN A:F1 N:02 OUTIN A:F1
N:02 OUTIN A:F1 N:02 2ND FLOOR 3RD FLOOR 1 1 1 1 1 1 1 1 TO NEXT CONTROLLER TO NEXT CONTROLLER 3 3 3 3 3 3 277V 2. RELAY FOR AUTOMATIC RECEPTACLE CONTROL FOR ELECTRIFIED FURNITURE.
QUANTITY OF REQUIRED RELAYS SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR N THE FIELD. (1) PANEL CAN CONTROL A MAXIMUM OF (2) INDEPENDENT ROOMS. (1) PANEL CAN CONTROL A MAXIMUM OF
(2) INDEPENDENT ROOMS.2. (1) PANEL CAN CONTROL A MAXIMUM OF (2) INDEPENDENT ROOMS.2. B SPACE TYPE C SPACE TYPE C SPACE TYPE In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2
Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS 2 In:1 Out:1 In:2 Out:2 In:3 Out:3
In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2
Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local
LS 1 1 5 1 1 1 1 5 5 CEILING MOUNTED MOTION SENSOR 3#18AWG TO 24VDC POWERED INPUT IN PANEL. P1 P1 S2 S2 S1 FLOOR PLAN SYMBOL (TYPICAL) FLOOR PLAN SYMBOL (TYPICAL) A RESEARCH B C WRITE
UP CONFERENCE D BREAK OUT AREA SEQUENCE: OVERHEAD LIGHTS ARE TURNED ON MANUALLY VIA A SWITCH. ON: THE LIGHTS ARE MANUALLY TURNED ON. ADJUST: THE LIGHTS ARE CONTROLLED WITH AN ON/OFF
DIMMING SWITCH AT THE ENTRANCE. OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF OR MANUALLY TOGGLED OFF USING A WALL CONTROL. LIGHTS WILL AUTOMATICALLY TURN OFF AFTER THE SPACE HAS BEEN
VACANT FOR 20 MINUTES. E LIGHTING CONTROL INTENT SCHEDULE DIGITAL LIGHTING POWER PACK WITH MANUAL SWITCH, CEILING SENSOR. DIGITAL LIGHTING POWER PACK WITH MANUAL SWITCH, CEILING SENSOR,
AND PHOTOCELL PUBLIC RESTROOM DIGITAL LIGHTING POWER PACK WITH MANUAL SWITCH AND CEILING SENSOR SEQUENCE: ALL LIGHTS ARE TURNED ON MANUALLY VIA SWITCH AND MANUALLY TURNED OFF VIA SWITCH
OR VACANCY SENSOR. ON: THE LIGHTS ARE MANUALLY TURNED ON. OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF OR MANUALLY TOGGLED OFF USING A WALL CONTROL. LIGHTS WILL AUTOMATICALLY TURN
OFF AFTER THE SPACE HAS BEEN VACANT FOR 20 MINUTES . DIGITAL LIGHTING POWER PACK WITH MANUAL SWITCH, CEILING SENSOR, AND PHOTOCELL SEQUENCE:EQUIPMENTROOM TYPE SPACE TYPE SEQUENCE: MANUAL
ON/OFF AND DIMMING ON: THE LIGHTS ARE MANUALLY TURNED ON ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH A DIMMING SWITCH AT THE ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED
AT THE ENTRANCE TO THE ROOM. OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA A VACANCY SENSOR AFTER THE ROOM HAS BEEN VACANT FOR 20 MINUTES OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
PHOTO: THE DESIGNATED ROOM LIGHTS DIM BASED ON AVAILABLE DAYLIGHT IN THE ROOM. SET TO MAINTAIN 50 FOOT-CANDLES AT A HEIGHT OF 36 INCHES. SEQUENCE: MANUAL ON/OFF AND DIMMING ON: THE
LIGHTS ARE MANUALLY TURNED ON ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH DIMMING SWITCH AT THE ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM.
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA VACANCY SENSOR AFTER THE ROOM HAS BEEN VACANT FOR 20 MINUTES OR MANUALLY TOGGLED OFF USING A WALL CONTROL. PHOTO: THE PERIMETER LIGHTS
AND 50% OF THE GENERAL ROOM LIGHTS DIM BASED ON AVAILABLE DAYLIGHT IN THE ROOM. SET TO MAINTAIN 50 FOOT-CANDLES AT A HEIGHT OF 36 INCHES. LAB SUPPORT EQUIPMENT ROOMS DIGITAL LIGHTING
POWER PACK WITH MANUAL SWITCH, CEILING SENSOR SEQUENCE: MANUAL ON/OFF AND DIMMING ON: THE LIGHTS ARE MANUALLY TURNED ON ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH A
DIMMING SWITCH AT THE ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM. OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA A VACANCY SENSOR AFTER THE ROOM HAS BEEN
VACANT FOR 20 MINUTES OR MANUALLY TOGGLED OFF USING A WALL CONTROL. 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 N.T.S E7.00 29313.00 11/30/18 LIGHTING FIXTURE SCHEDULES & CONTROLS LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING MANUFACTURER MODEL
DIMMING VOLTAGE TOTAL WATTAGE POWER FACTOR LUMENS OUTPUT COLOR TEMP. LAMP COMMENTS DWA WALL MOUNTED LED LINEAR FIXTURE WALL VODE WG-01-VARIES-WA-12-00-AE-XXX-B-SO-35-BB-19-0-TBD Yes
277 V 57 0.9 6939 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS DWA 4 WALL MOUNTED LED LINEAR FIXTURE WALL VODE WG-01-VARIES-WA-12-00-AE-XXX-B-SO-35-BB-19-0-TBD Yes 277 V 57 0.9 6939
lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS DWA 9 WALL MOUNTED LED LINEAR FIXTURE WALL VODE WG-01-VARIES-WA-12-00-AE-XXX-B-SO-35-BB-19-0-TBD Yes 277 V 57 0.9 6939 lm 3500 K LED SEE
ARCHITECTURAL SPECIFICATIONS DWB WALL MOUNTED LED VANITY SCONCE WALL EUREKA 3540-23-LED-35-XXX-DV-TBD Yes 277 V 10 0.9 898 lm 35000 K LED SEE ARCHITECTURAL SPECIFICATIONS LPA-10 LINEAR
DIRECT/INDIRECT LED PENDANT PENDANT FINELIGHT HP-2-ID-VARIES-B-H-835-F-F-96LG-XXX-DC-FA-TBD Yes 277 V 117 0.9 11080 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS LPB 3 SPOKE DIRECT/INDIRECT
LED LINEAR PENDANT PENDANT FLUXWERX PSI-B-D-A-35-TBD-S3-S-E1-XXX-VARIES Yes 277 V 9 0.9 3500 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS LS1 LED LINEAR STRIP PENDANT LAMAR LIGHTING
CAL 48 H 35 LENSED Yes 277 V 47 0.9 5040 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS PA CYLINDER LED PENDANT PENDANT GOTHAM LIGHTING ICO-CYL-35/10-2AR-LSS-XXX-UGZ-TBD-DWHG Yes 277
V 13 0.9 1000 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RA LED RECESSED DOWNLIGHT RECESSED GOTHAM LIGHTING ICO-35/10-2AR-LSS-XXX-UGZ-TRW Yes 277 V 13 0.9 1000 lm 3500 K LED SEE
ARCHITECTURAL SPECIFICATIONS RLA 6 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 74 0.9 6576 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLA 8
LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 74 0.9 6576 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLA 10 LINEAR LED RECESSED RECESSED FINELIGHT
HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 92 0.9 8220 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLA 12 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-V-835-F-277-SC-TZ4 Yes
277 V 110 0.9 9864 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLA 16 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 150 0.9 1315 lm 3500 K LED
SEE ARCHITECTURAL SPECIFICATIONS RLB 12 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-B-835-F-277-SC-SF Yes 277 V 55 0.9 5076 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLC-8
LED LINEAR PENDANT PENDANT FINELIGHT HP-4-D-H-835-F-XXX-FA-TBD Yes 277 V 57 0.9 5760 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLC-12 LED LINEAR PENDANT PENDANT FINELIGHT HP-4-D-H-835-F-XXX-FA-
TBD Yes 277 V 57 0.9 5760 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLC-22 LED LINEAR PENDANT PENDANT FINELIGHT HP-4-D-H-835-F-XXX-FA-TBD Yes 277 V 57 0.9 5760 lm 3500 K LED SEE
ARCHITECTURAL SPECIFICATIONS RLD-8 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-XXX-SC-TZ4 Yes 277 V 29 0.9 2688 lm 3000 K LED SEE ARCHITECTURAL SPECIFICATIONS X1 EXIT
SIGN SURFACE No 277 V 2 0.9 LED COORDINATE FACES AND CHEVRONS WITH FLOOR PLANS X2 POLYCARBONATE EXIT SIGN UNIVERSAL COOPER LPX-6 No 277 V 2 0.9 LED COORDINATE FACES AND CHEVRONS WITH
FLOOR PLANS. COORDINATE MOUNTING KIT WITH FLOOR PLANS. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2 2 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779
12/18/2018 MM RM CM IPCT IPCR DCCT DCCR # Ec MB FFJ FFP FFPC OA BDAA BDA DACT FSRUc FSRU FXc Fc MICR MD KB IS JB RTS RTP RPS RAI PRN GAP FFSCP FATC FACU FAA DART DARR DACR ADSP A FX
F NOT ALL SYMBOLS USED FOR THIS PROJECT SYMBOLS -GENERAL NOTE MONITOR MODULE RELAY MODULE CONTROL MODULE SYMBOLS -INTERFACE MODULES INTERNET PROTOCOL COMMUNICATION TRANSMITTER INTERNET
PROTOCOL COMMUNICATION RECEIVER DIGITAL CELLULAR COMMUNICATION TRANSMITTER DIGITAL CELLULAR COMMUNICATION RECEIVER SYMBOLS -MANUAL INITIATING DEVICES AND CONTROLS MANUAL PULL STATION
(CONVENTIONAL) -EMERGENCY ALARM (HAZMAT) SYMBOLS -GENERAL ANNOTATION SYMBOLS -WIRED FIRE FIGHTER COMMUNICATION SYSTEMS FIRE FIGHTER'S PHONE PLUG-IN PHONE JACK FIRE FIGHTER'S PHONE HANDSET
FIRE FIGHTER'S PHONE CONTROLLER / HANDSET -PRIORITY COMMAND LOCATION SYMBOLS -RADIO PES COMMUNICATIONS ENHANCEMENT SYSTEMS OMNI DIRECTIONAL ANTENNA BI-DIRECTIONAL RADIO SIGNAL AMPLIFIER
ALARM PANEL BI-DIRECTIONAL RADIO SIGNAL AMPLIFIER AUDIBLE ALARM BELL BASIC SYMBOL FOR CONVENTIONAL FIRE DETECTOR -CEILING MOUNT BASIC SYMBOL FOR CONVENTIONAL FIRE DETECTOR -WALL MOUNT
CONVENTIONAL FIXED TEMPERATURE HEAT DETECTOR (t = ACTIVATION TEMPERATURE) CONVENTIONAL PHOTOELECTRIC SMOKE DETECTOR SYMBOL -CONVENTIONAL SPOT-TYPE FIRE DETECTORS BASIC SYMBOL FOR SPOT-TYPE
FIRE DETECTOR -W/ SOUNDER BASE VISUAL FLASHING BEACON COMBINATION AUDIBLE & INTELLIGIBLE SPEAKER / VISUAL STROBE CLNG MOUNT COMBINATION AUDIBLE & INTELLIGIBLE SPEAKER / VISUAL STROBE
WALL MOUNT AUDIBLE & INTELLIGIBLE SPEAKER -WALL MOUNT AUDIBLE & INTELLIGIBLE SPEAKER -CLNG MOUNT COMBINATION AUDIBLE HORN / VISUAL STROBE -CLNG MOUNT COMBINATION AUDIBLE HORN / VISUAL
STROBE -WALL MOUNT VISUAL STROBE -CLNG MOUNT VISUAL STROBE -WALL MOUNT SYMBOLS -NOTIFICATION APPLIANCES AUDIBLE HORN -WALL MOUNT AUDIBLE HORN -CLNG MOUNT COMBINATION ULTRAVIOLET / INFRARED
SPECTRUM FLAME DETECTOR INFRARED SPECTRUM FLAME DETECTOR ULTRAVIOLET SPECTRUM FLAME DETECTOR BASIC SYMBOL FOR SPECIAL TECHNOLOGY FIRE DETECTOR -WALL MOUNT BASIC SYMBOL FOR SPECIAL TECHNOLOGY
FIRE DETECTOR -CLNG MOUNT BASIC SYMBOL FOR SMOKE ALARM -CEILING MOUNT BASIC SYMBOL FOR SMOKE ALARM -WALL MOUNT SINGLE / MULTIPLE STATION COMBINATION SMOKE / CO ALARM SINGLE / MULTIPLE
STATION SMOKE ALARM SYMBOLS -SINGLE / MULTIPLE STATION SMOKE ALARMS SYMBOLS -SYSTEM SPOT-TYPE FIRE DETECTORS SYMBOLS -SPECIAL TECHNOLOGY FIRE DETECTORS PHOTOELECTRIC SMOKE DETECTOR
COMBINATION AIR SAMPLING SMOKE / H2 DETECTOR COMBINATION AIR SAMPLING SMOKE / CO DETECTOR MULTI-CRITERIA PHOTOELECTRIC SMOKE / FIXED TEMP HEAT / CO DETECTOR (t = ACTIVATION TEMPERATURE
OF THERMAL ELEMENT) COMBINATION PHOTOELECTRIC SMOKE / CO DETECTOR COMBINATION PHOTOELECTRIC SMOKE / FIXED TEMP HEAT DETECTOR (t = ACTIVATION TEMPERATURE OF THERMAL ELEMENT) FIXED TEMPERATURE
/ RATE OF RISE HEAT DETECTOR (t = ACTIVATION TEMPERATURE OF FIXED TEMP THERMAL ELEMENT) SINGLE-END OPTICAL BEAM SMOKE DETECTOR (REFLECTOR PANEL) END-TO-END OPTICAL BEAM SMOKE DETECTOR
(RECEIVER UNIT) SINGLE-END OPTICAL BEAM SMOKE DETECTOR (TRANSMITTER / RECEIVER UNIT) BASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR -WALL MOUNT BASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR -CLNG
MOUNT AIR SAMPLING SMOKE DETECTOR END-TO-END OPTICAL BEAM SMOKE DETECTOR (TRANSMITTER UNIT) PHOTOELECTRIC SAMPLING-TUBE DUCT SMOKE DETECTOR PHOTOELECTRIC IN-DUCT SMOKE DETECTOR DIGITAL
ALARM COMMUNICATOR TRANSMITTER FIRE SUPPRESSION RELEASING CONTROL UNIT (CONVENTIONAL) FIRE SUPPRESSION RELEASING CONTROL UNIT MANUAL PULL STATION (CONVENTIONAL) -FIRE SUPPRESSION SYSTEM
RELEASE FIRE ALARM MANUAL PULL STATION (CONVENTIONAL) EMERGENCY VOICE MICROPHONE MODULE MAGNETIC DOOR HOLDER KEY BOX ISOLATION MODULE JUNCTION BOX END OF LINE RESISTOR REMOTE TEST SWITCH
ROOM TEMPERATURE SWITCH REMOTE POWER SUPPLY REMOTE ALARM INDICATOR PRINTER MUNICIPAL MASTER BOX GRAPHIC ANNUNCIATOR PANEL FIRE FIGHTER'S SMOKE CONTROL PANEL FIRE ALARM TERMINAL CABINET
FIRE ALARM CONTROL UNIT (# = NODE DESIGNATION) FIRE ALARM REMOTE ANNUNCIATOR DIGITAL ALARM RADIO TRANSMITTER DIGITAL ALARM RADIO RECEIVER DIGITAL ALARM COMMUNICATOR RECEIVER AIR SAMPLING
SMOKE DETECTOR POWER SUPPLY SYMBOLS -EQUIPMENT & COMPONENTS MANUAL PUSH BUTTON -FIRE SUPPRESSION SYSTEM ABORT MANUAL PULL STATION -FIRE SUPPRESSION SYSTEM RELEASE FIRE ALARM MANUAL
PULL STATION ABBREVIATIONS A AMPERES ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AHJ AUTHORITY HAVING JURISDICTION ARCH ARCHITECT AWG
AMERICAN WIRE GAUGE BLDG BUILDING CL CENTER LINE CMU CONCRETE MASONRY UNIT CO CARBON MONOXIDE CONT CONTINUATION DWG DRAWING ELEC ELECTRICAL ELEV ELEVATION
EX EXISTING FT FEET GALV GALVANIZED GND GROUND GWB GYPSUM WALL BOARD HAZMAT HAZARDOUS MATERIAL MAX MAXIMUM MIN MINIMUM MECH MECHANICAL MISC MISCELLANEOUS
M METERS MM MILLIMETERS NA NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NRTL NATIONALLY RECOGNIZED TESTING LABORATORY NTS NOT TO SCALE
PES PUBLIC EMERGENCY SERVICE QTY QUANTITY SQFT SQUARE FEET SQM SQUARE METERS TEMP TEMPERATURE TYP TYPICAL V VOLTS W/ WITH WP WEATHER PROOF XP EXPLOSION
PROOF ABBREVIATIONS -SYSTEMS, EQUIPMENT, AND MATERIALS ACU AUTONOMOUS CONTROL UNIT AMP AMPLIFIER ASSD AIR-SAMPLING SMOKE DETECTOR AUX AUXILIARY 24V POWER CIRCUIT AVC
ANALOG VOICE CIRCUIT BDA BI-DIRECTIONAL AMPLIFIER BDAA BI-DIRECTIONAL AMPLIFIER ALARM PANEL CAX COAXIAL CABLE COM NETWORK COMMUNICATION CIRCUIT DVC DIGITAL VOICE CIRCUIT
ECS EMERGENCY COMMUNICATION SYSTEM EMT ELECTRICAL METALLIC TUBING EOL END OF LINE RESISTOR FACU FIRE ALARM CONTROL UNIT FAS FIRE ALARM SYSTEM FATC FIRE ALARM TERMINAL
CABINET FMC FLEXIBLE METALLIC CONDUIT FMCL LIQUID TIGHT FLEXIBLE METALLIC CONDUIT FO FIBER OPTIC CABLE FPL POWER LIMITED FIRE ALARM CABLE FPLP POWER LIMITED FIRE ALARM
CABLE -PLENUM FPLR POWER LIMITED FIRE ALARM CABLE -RISER FSRU FIRE SUPPRESSION RELEASING UNIT FT FIXED TEMPERATURE GAP GRAPHIC ANNUNCIATOR PANEL HLI HIGH LEVEL INTERFACE
IDC INITIATING DEVICE CIRCUIT IM INTERFACE MODULE JB JUNCTION BOX MC METAL CLAD CABLE MD MAGNETIC DOOR HOLD-OPEN MFVN MANAGED FACILITIES-BASED VOICE NETWORK NAC
NOTIFICATION APPLIANCE CIRCUIT PP PROTECTED PREMISES PRN PRINTER PSTN PUBLIC-SWITCHED TELEPHONE NETWORK RAI REMOTE ALARM INDICATOR RCES RADIO COMMUNICATION ENHANCEMENT
SYSTEM ROR RATE OF RISE RMC RIGID METALLIC CONDUIT RPS REMOTE POWER SUPPLY RS RELEASING SERVICE SLC SIGNALING LINE CIRCUIT SPK SPEAKER CIRCUIT STR STROBE CIRCUIT
TB TERMINAL BLOCK ABBREVIATIONS -GENERAL NOTES NOT ALL ABBREVIATIONS USED FOR THIS PROJECT cd w w cd C cd w C cd w C cd cd C AS BT BTR BR BRF AS AS UV IR UVIR t t t CO H2 CO CO CO
t z dwg x dwg y dwg SECTION NUMBER CONNECT TO EXISTING DRAWING NUMBER ELEVATION NUMBER DRAWING NUMBER DETAIL / PART-PLAN NUMBER DRAWING NUMBER KEY NOTE ## AMPAMPLIFIER BATTBATTERY CABINET
ACEACCESSORY CABINET ENCLOSURE ABBREVIATIONS -FAS INTERFACE MODULE / FIRE SUPPRESSION FSA FSRU COMMON ALARM OUTPUT (MM) FSAD FSRU CLEAN AGENT DISCHARGE OUTPUT (MM) FSS FSRU
COMMON SUPERVISORY OUTPUT (MM) FST FSRU COMMON TROUBLE OUTPUT (MM) FSWF FSRU WATER FLOW OUTPUT (MM) LPS LOW AIR OR WATER SPRINKLER / STANDPIPE SYSTEM PRESSURE (MM)
N2P NITROGEN GENERATOR LOW PURITY (MM) RCA ENERGIZE CLEAN AGENT RELEASING ACTUATOR (RM) RSL ENERGIZE PREACTION SPRINKLER RELEASING SOLENOID (RM) TS SPRINKLER / STANDPIPE
VALVE TAMPER SWITCH IN OFF- NORMAL POSITION (MM) TSC CLEAN AGENT ACTUATOR CONTROL HEAD TAMPER SWITCH IN OFF-NORMAL POSITION (MM) WF SPRINKLER / STANDPIPE SYSTEM
WATER FLOW (MM) ABBREVIATIONS -FAS / ELECTRIC FIRE PUMP INTERFACES FPCS FIRE PUMP CONNECTED TO STANDBY POWER (MM) FPPL FIRE PUMP POWER PHASE LOSS (MM) FPPV FIRE PUMP POWER
PHASE REVERSAL (MM) FPRN FIRE PUMP RUNNING (MM) FPVB FIRE PUMP VFD BYPASS ENGAGED (MM) FPVF FIRE PUMP VFD FAILURE (MM) FPVO FIRE PUMP VFD OVERPRESSURE (MM) ABBREVIATIONS
-FAS / DIESEL FIRE PUMP INTERFACES FPET FIRE PUMP ENGINE TROUBLE (MM) FPLF FIRE PUMP LOW FUEL (MM) FPMS FIRE PUMP MAIN SWITCH IN OFF OR MANUAL POSITION (MM) FPRN FIRE PUMP
RUNNING (MM) ABBREVIATIONS -FAS / ELEVATOR INTERFACES ELAI ACTIVATE "FLASHING HAT" ALARM INDICATOR (RM) ELHV OPEN ELEVATOR HOISTWAY VENT (RM) ELRA RECALL CAB(S) TO ALTERNATE
RECALL LEVEL (RM) ELRP RECALL CAB(S) TO PRIMARY RECALL LEVEL (RM) ELSP SHUNT ELEVATOR POWER (RM) ABBREVIATIONS -FAS / HVAC & SMOKE CONTROL INTERFACES @-AFL SMOKE CONTROL FAN
ID "@" AIRFLOW VERIFICATION (MM) @-DSC SMOKE CONTROL FAN ID "@" LOCAL POWER DISCONNECT OPEN (MM) @-CL DAMPER / COMPONENT ID "@" IN CLOSED POSITION (MM) @-OP DAMPER
/ COMPONENT ID "@" IN OPEN POSITION (MM) CL-@ CLOSE DAMPER / COMPONENT ID "@" (RM) FSD FIRE SMOKE DAMPER (RM) OP-@ OPEN DAMPER / COMPONENT ID "@" (RM) STA-@ START HVAC /
SMOKE CONTROL FAN ID "@" (RM) STP-@ STOP HVAC / SMOKE CONTROL FAN ID "@" (RM) XDCT CONVENTIONAL DUCT SMOKE DETECTOR ALARM (MM) ABBREVIATIONS -BI-DIRECTIONAL AMPLIFIER INTERFACES
BDAC LOSS OF AC POWER (MM) BDAM ANTENNA MALFUNCTION (MM) BDLB LOW BATTERY (MM) BDSM SIGNAL BOOSTER FAILURE (MM) ABBREVIATIONS -CONVENTIONAL INITIATING DEVICES FC CONVENTIONAL
FIRE ALARM MANUAL PULL STATION (MM) HDA CONVENTIONAL HEAT DETECTOR ALARM (MM) ABBREVIATIONS -FAS / OTHER SYSTEM INTERFACES @-PW EQUIPMENT ID "@" POWER OFF NORMAL (MM) BMSA
FAS COMMON ALARM TO BMS (RM) BMSS FAS COMMON SUPERVISORY TO BMS (RM) BMST FAS COMMON TROUBLE TO BMS (RM) DR RELEASE DOOR(S) (RM) ETLO OVERRIDE ENTERTAINMENT LIGHTING CONTROLS
-SET TO FULL "NON EVENT" LIGHTING LEVELS (RM) ETSO OVERRIDE ENTERTAINMENT SOUND CONTROLS -MUTE SOUND (RM) FOP SHUT DOWN FUEL OIL PUMP(S) (RM) GAS ENERGIZE
NATURAL GAS SUPPLY SHUTOFF SOLENOID (RM) GENR EMERGENCY / STANDBY GENERATOR RUNNING (MM) PASO OVERRIDE PUBLIC ADDRESS SYSTEM -MUTE SOUND (RM) SECA FAS COMMON ALARM SIGNAL TO
SECURITY SYSTEM (RM) SECS FAS COMMON SUPERVISORY SIGNAL TO SECURITY SYSTEM (RM) SECT FAS COMMON TROUBLE SIGNAL TO SECURITY SYSTEM (RM) SYMBOLS -EXISTING EQUIPMENT EXISTING EQUIPMENT
DESIGNATION ("EX"): XM EXISTING EQUIPMENT TO REMAIN. WHERE ARCHITECTURAL WORK IS REQUIRED AT DEVICE LOCATION, DISCONNECT, REMOVE AND REINSTALL DEVICE AS NECESSARY TO
ACCOMMODATE ARCHITECTURAL WORK. FOR SURFACE MOUNTED RACEWAY, THIS DESIGNATION SHALL INDICATE RACEWAY AND DEVICES TO REMAIN UNLESS OTHERWISE NOTED. XN EXISTING
EQUIPMENT TO BE DISCONNECTED, REMOVED AND REPLACED WITH NEW. EXISTING CIRCUIT WIRING AND PATHWAY TO BE MAINTAINED AND REUSED FOR NEW EQUIPMENT CONNECTION. XR EXISTING
EQUIPMENT TO NEW "XL" LOCATION. CUT BACK AND/OR EXTEND EXISTING CIRCUIT WIRING AND PATHWAY AS REQUIRED SO AS TO PROVIDE A COMPLETE OPERATIONAL INSTALLATION. XL
EXISTING RELOCATED "XR" EQUIPMENT AT "XL" NEW LOCATION. XD REMOVE EXISTING EQUIPMENT. PROVIDE NOTICE TO OWNER OF EQUIPMENT REMOVED. AS DIRECTED BY THE OWNER, BOX REMOVED
EQUIPMENT AND RETURN TO THE OWNER AS SPARE INVENTORY. SYMBOLS -NOTIFICATION APPLIANCE ANNOTATION C=CEILING MOUNT cd=VISUAL STROBE CANDELA OUTPUT w=SPEAKER WATTAGE TAP FACPFIRE ALARM
CONTROL PANEL Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274
Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NONE FA0.01 29313.00 11/30/18
FIRE ALARM - SYMBOLS & ABBREVIATIONS #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 FIRE ALARM SIGNALING AUDIBILITY
AND INTELLIGIBILITY FIRE ALARM INSTALLATION GENERAL REQUIREMENTS FIRE PROTECTION DOCUMENT SUBMITTAL PROCESS 1.PREPARE, IN NARRATIVE AND DRAWING FORMAT AS DIRECTED BY THE AUTHORITY HAVING
JURISDICTION (AHJ), A FORMAL IMPAIRMENT PLAN IDENTIFYING AT A MINIMUM THE FOLLOWING: A.STATUS OF BUILDING OCCUPANCY (OR VACANCY) DURING CONSTRUCTION. B.DURATION AND TIMING OF FIRE ALARM
SYSTEM SHUTDOWNS. C.NECESSARY PROVISIONS FOR TEMPORARY CIRCUITING CONNECTIONS TO EXISTING DEVICES AND APPLIANCES TO REMAIN IN SERVICE. D.PROVISIONS FOR TEMPORARY FIRE PROTECTION SYSTEMS
SUCH AS LINEAR HEAT DETECTION. 2.COORDINATE IMPAIRMENT PLAN WITH THE GENERAL CONTRACTOR FOR INCORPORATION INTO THE NFPA 241 FIRE SAFETY PROGRAM PREPARED BY THE GENERAL CONTRACTOR. 3.FIRE
ALARM SYSTEM OUTSIDE OF WORK AREA: INITIATING DEVICES, OUTPUT FUNCTIONS, AND NOTIFICATION APPLIANCES IN AREAS ADJACENT TO THE WORK AREA MUST REMAIN IN SERVICE THROUGHOUT THE DURATION
OF CONSTRUCTION. PROVIDE TEMPORARY CIRCUIT CONNECTIONS AS NECESSARY TO MAINTAIN SERVICE UNTIL NEW CIRCUITS ARE COMPLETED. 4.FIRE ALARM SYSTEM WITHIN WORK AREA: PROTECT EXISTING FIRE
ALARM EQUIPMENT, DEVICES, AND APPLIANCES TO REMAIN IN SERVICE WITHIN THE WORK AREA FROM CONSTRUCTION RELATED LIQUIDS, DEBRIS, AND DUST INFILTRATION. REPLACE WITH NEW EQUIPMENT, DEVICES,
OR APPLIANCES THAT ARE CONTACTED BY CONSTRUCTION RELATED LIQUIDS, DEBRIS, DUST OR SIMILAR. 5.FIRE ALARM PULL BOXES WITHIN WORK AREA: MAINTAIN MANUAL PULL BOXES AT EXITS WITHIN WORK
AREA. REPLACE PULL BOXES WITH NEW AT THE CONCLUSION OF CONSTRUCTION. 7.SMOKE AND HEAT DETECTORS WITHIN WORK AREA: PROTECT EXISTING DETECTORS TO REMAIN IN SERVICE WITHIN WORK AREA FROM
DUST & DEBRIS THROUGHOUT THE DURATION OF CONSTRUCTION. 8.FIRE ALARM NOTIFICATION APPLIANCES WITHIN WORK AREA: MAINTAIN NOMINAL AUDIBLE AND VISIBLE SIGNALING WITHIN THE WORK AREA. AT
A MINIMUM, LOCATE COMBINATION SPEAKER / STROBE APPLIANCES AT EACH EXIT FROM THE WORK AREA. 9.FIRE ALARM INTERFACE MODULES WITHIN WORK AREA: MAINTAIN THE OPERATION OF EXISTING INPUT
AND OUTPUT INTERFACE MODULES TO EXISTING EQUIPMENT REMAINING IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. FIRE ALARM SYSTEM IMPAIRMENTS 1.PROVIDE TEMPORARY FIXED-TEMPERATURE
HEAT DETECTION IN WORK AREAS WHERE THE SPRINKLER SYSTEM WILL BE IMPAIRED FOR LONGER THAN ONE (1) WORKING DAY OR AS OTHERWISE DIRECTED BY THE AUTHORITY HAVING JURISDICTION (AHJ). COORDINATE
REQUIREMENTS FOR TEMPORARY HEAT DETECTION WITH DIVISION 21 WORK. 2.FIXED-TEMPERATURE RATING: 190°F. 3.SPACING: SHALL BE IN ACCORDANCE WITH NFPA 72 AND MANUFACTURERS INSTRUCTIONS.
4.SUPERVISION: HEAT DETECTION SHALL BE SUPERVISED BY THE BUILDING FIRE ALARM SYSTEM. ACTIVATION OF THE HEAT DETECTION SHALL INITIATE THE BUILDING ALARM SEQUENCE OF OPERATION. 5.TEMPORARY
HEAT DETECTION SHALL BE TESTED WITH CORNELL EHS AND IFD PRIOR SPRINKLER SYSTEM IMPAIRMENTS. TEMPORARY HEAT DETECTION 1.SYSTEM VENDOR SHALL CONFIRM CAPACITY OF EXISTING CIRCUITS / POWER
SUPPLIES / AMPLIFIERS IS NOT EXCEEDED BY ADDITION OF NEW NOTIFICATION APPLIANCES VIA VOLTAGE DROP, DB LOSS, AND BATTERY CALCULATIONS OUTLINED IN PROJECT SPECIFICATION. 2.WHERE SPACE
CAPACITY IS NOT AVAILABLE, PROVIDE NEW CIRCUITS / EQUIPMENT. 3.INSTALLING CONTRACTOR SHALL COORDINATE LOCATION OF NEW FIRE ALARM EQUIPMENT IN FIELD AND SHALL PROVIDE NEW DEDICATED 120VAC
BRANCH CIRCUITS AS REQUIRED. 4.NEW FIRE ALARM EQUIPMENT SHALL BE PROTECTED BY LOCAL SMOKE DETECTION IN ACCORDANCE WITH NFPA 72. WHERE NEW FIRE ALARM EQUIPMENT IS INSTALLED IN AN AREA
WITHOUT SMOKE DETECTION, A NEW SMOKE DETECTOR CONNECTED TO THE NEAREST SIGNALING LINE CIRCUIT SHALL BE PROVIDED. FIRE ALARM POWER SUPPLIES / AMPLIFIERS ADS # INTELLIGIBILITY REQUIRED?
NOTES MEASUREMENT REQUIRED? AUDIBILITY MODE ALTERNATE MEANS OF NOTIFICATION? 1 NO ROOMS OR AREAS BATHROOMS-PUBLICTONE2YES CONFERENCE ROOMS-PUBLIC-3 YES CORRIDORS, LOBBIES AND VESTIBULES-PUBLIC--
4 5 NO ELECTRICAL, MECHANICAL, TELE/DATA, AND ELEVATOR EQUIPMENT ROOMS -PRIVATETONE 6 - 7 8 NO INDIVIDUAL OFFICES-PRIVATETONENO JANITOR, STORAGE AND TRASH CLOSETS -PRIVATETONE YES LOUNGE
AREASYESPUBLIC-NO MECHANICAL ROOMS-PRIVATEVISUAL NOTES: 1.NOT ALL ROOMS OR AREAS ARE USED FOR THIS PROJECT. 2.VOICE INTELLIGIBILITY FOR ACOUSTICALLY DISTINGUISHABLE SPACES (ADS) SHALL
MEET THE REQUIREMENTS OF NFPA 72, ANNEX D. 3.SPEAKER AUDIBILITY FOR PUBLIC, PRIVATE AND SLEEPING AREA MODES SHALL MEET THE REQUIREMENTS OF NFPA 72. MINIMUM WATT TAP (WATTS) 1/4 W 1/8
W 1/4 W 1/4 W 1/4 W 1/4 W 1/4 W 2 W 1.FIRE ALARM SYSTEM CONDUCTORS SHALL BE INSTALLED IN DEDICATED CONTINUOUS METAL RACEWAY THROUGHOUT. COMPLY WITH SPECIFICATIONS FOR APPLICATION OF
EMT, IMC, RGS, FMC, AND LFMC. 2.MINIMUM CONDUIT SIZE SHALL BE 3/4'' NOMINAL. CONDUIT OR CABLE SHALL BE MARKED WITH RED PAINT OR TAPE EVERY 10 FEET, OR BE RED IN COLOR. 3.CONDUITS, CABLES,
AND RACEWAY SHALL NOT BE SUPPORTED BY CEILING GRID SYSTEMS. SECURE CONDUITS, CABLES, AND RACEWAYS TO THE BUILDING STRUCTURE. 4.FIRE ALARM SYSTEM CONDUCTORS SHALL BE INSTALLED CONTINUOUS
BETWEEN EQUIPMENT, DEVICE, OR APPLIANCE TERMINALS WITHOUT SPLICES. 5.T-TAPPING OF ANY FIRE ALARM CIRCUIT IS NOT PERMITTED. 6.UNLESS NOTED AS PERMISSIBLE FOR FAIL-SAFE CONTROL CIRCUITS,
ADDRESSABLE RELAY MODULES SHALL BE LOCATED WITHIN 3 FEET OF THE ASSOCIATED DEVICE OR CIRCUIT BEING CONTROLLED. 7.PRIMARY POWER SUPPLY SHALL BE FROM A SEPARATE FUSED CIRCUIT FREE FROM
GROUND FAULTS, SHORTS, OPENS, STRAY OR INDUCED VOLTAGE FAULTS, ETC. EACH BREAKER SHALL BE LOCKABLE AND IDENTIFIED AT BOTH THE POWER PANEL AND THE FACU. 8.POWER LIMITED CIRCUITS SHALL
NOT BE RUN IN THE SAME RACEWAY AS NON-POWER LIMITED CIRCUITS. 1.PURPOSE OF ENGINEERING DRAWINGS. THE DRAWINGS ARE DIAGRAMMATIC, THEY ARE NOT INTENDED TO BE ABSOLUTELY PRECISE; THEY
ARE NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING AND COMPONENT. THE PURPOSE OF THE DRAWINGS IS TO INDICATE A SYSTEM CONCEPT, THE MAIN COMPONENTS OF THE SYSTEMS AND THE
APPROXIMATE GEOMETRIC RELATIONSHIPS. BASED UPON THE SYSTEMS CONCEPT, THE MAIN COMPONENTS, AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS, PROVIDE ALL OTHER COMPONENTS AND MATERIALS NECESSARY
TO MAKE THE SYSTEMS FULLY COMPLETE AND OPERATIONAL. 2.GENERIC PERFORMANCE CRITERIA WIRING DIAGRAMS ARE REPRESENTED BY THE ENGINEERING DRAWINGS. ADAPT DIAGRAM ARRANGEMENT AS NECESSARY
TO ACHIEVE SPECIFIED PERFORMANCE WITH FAS MANUFACTURER-SPECIFIC TECHNOLOGY . 3.SHOP DRAWING SUBMITTAL SHALL INCLUDE CORRESPONDING MANUFACTURER-SPECIFIC WIRING DIAGRAMS FOR FAS DEVICES,
APPLIANCES, AND INTERFACES TO OTHER PREMISES EQUIPMENT. 4.DIVISION 28 WORK INCLUDES WIRING AND TERMINATIONS FROM INTERFACE MODULES TO ASSOCIATED EQUIPMENT TERMINALS. 5.COORDINATE VOLTAGE
REQUIREMENTS OF CONTROLLED EQUIPMENT WITH THE RATINGS OF THE ASSOCIATED FIRE ALARM INTERFACE MODULE. PROVIDE INTERPOSING RELAYS WHERE INDICATED OR OTHERWISE REQUIRED. 6.MAKE REASONABLE
AND NECESSARY MODIFICATIONS IN LAYOUTS AND COMPONENTS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES AND TO COORDINATE IN ACCORDANCE WITH SPECIFICATIONS. 7.ALL COMPONENTS ARE
NEW UNLESS SPECIFICALLY NOTED AS EXISTING. 8.MAINTAIN MAXIMUM HEADROOM AT ALL LOCATIONS. ALL CONDUIT TO BE AS TIGHT TO UNDERSIDE OF DECK AS POSSIBLE. ALL EXPOSED CONDUIT SHALL BE
APPROVED BY ARCHITECT AND SHALL MAINTAIN REQUIRED CLEARANCES. 9.SYSTEMS SHALL RUN IN A RECTILINEAR FASHION. 10.MAINTAIN COMPLETE AND SEPARATE SET OF INSTALLATION DRAWINGS ON SITE AT
ALL TIMES. RECORD WORK COMPLETED AND ALL MODIFICATIONS CLEARLY AND ACCURATELY. 11.ALL SYSTEM COMPONENTS SHALL COMPLY WITH NFPA REQUIREMENTS AND BE FM APPROVED AND UL-LISTED, AND SHALL
BE INSTALLED IN ACCORDANCE WITH LISTING REQUIREMENTS. 12.PROVIDE IDENTIFICATION AT ALL DEVICES, APPLIANCES, MODULES, AND CABINET ENCLOSURES. 13.PROVIDE THROUGH PENETRATION FIRESTOP
ASSEMBLIES AT ALL PENETRATIONS OF SMOKE AND/OR FIRE RATED FLOORS AND WALLS IN ACCORDANCE WITH BUILDING CODE AND SPECIFICATION REQUIREMENTS. 14.WHEN THE WORK IS NEARING COMPLETION, THE
FIRE ALARM CONTRACTOR'S PROJECT EXECUTIVE OR HIS/HER DESIGNATED REPRESENTATIVE SHALL PHYSICALLY WALK DOWN THE INSTALLATION, EXAMINING IT IN DETAIL, AND PREPARE A PUNCH LIST CONTAINING
AN ITEMIZATION OF WORK REMAINING FOR 100% COMPLETION. SUBMIT THIS TO THE ENGINEER WHO WILL THEN INSPECT THE WORK AND PREPARE THE ENGINEER'S PROJECT VISIT REPORT. 1.THE DESIGN CONTENT
OF THESE DRAWINGS IS INTENDED TO SATISFY THE STATE BUILDING CODE REQUIREMENTS FOR CONSTRUCTION DOCUMENTS . WHEN STAMPED AND SEALED BY THE ENGINEER OF RECORD THEY ARE INTENDED TO BE
USED AS PART OF THE BUILDING PERMIT APPLICATION ONLY. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE SHOP DRAWING SUBMITTAL INCLUSIVE OF ALL INFORMATION REQUIRED BY
THE STATE BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. SHOP DRAWINGS REVIEWED BY THE ENGINEER OF RECORD SHALL BE USED FOR SUPPLEMENTAL FIRE PROTECTION SYSTEM INSTALLATION PERMITS
OR SUBMITTALS WHERE SUCH PERMITS OR SUBMITTALS ARE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE RECORD DRAWING SUBMITTAL
INCLUSIVE OF ALL FIELD CHANGES AND ALL INFORMATION REQUIRED BY THE STATE BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. 4.SHOP DRAWINGS AND RECORD DRAWING SUBMITTALS SHALL BE PREPARED
BY THE CONTRACTOR'S QUALIFIED DESIGNER AND SHALL INDICATE THE DESIGNER'S NICET CERTIFICATION NUMBER OR PROFESSIONAL ENGINEERING SEAL & SIGNATURE AS REQUIRED BY THE CONSTRUCTION DOCUMENTS.
5.THE ENGINEER OF RECORD SHALL NOT SIGN AND SEAL SHOP DRAWING OR RECORD DRAWING SUBMITTALS PREPARED BY THE CONTRACTOR. WHERE THE AUTHORITY HAVING JURISDICTION REQUIRES SHOP DRAWING
OR RECORD DRAWING SUBMITTALS TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, THE SUBMITTALS SHALL BE PREPARED BY A QUALIFIED PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR. Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NONE FA0.02 29313.00 11/30/18 FIRE ALARM
- NOTES & DESIGN CRITERIA #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 F F F F F FF FF F F F F F F FF F FF
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 1 1Room B00UJ Room B78A Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B77 Room B00UK Room B00UA Room B00UB
Room B00UC Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA1.00 29313.00
11/30/18 FIRE ALARM - LEVEL 0 DEMO GENERAL NOTES: 1.REFER TO FA0.02 FOR IMPAIRMENT NOTES. KEY NOTES: REMOVE EXISTING FIRE ALARM SYSTEM DEVICES AND APPLIANCES ASSOCIATED WITH THE EXISTING
PREACTION SYSTEM AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT PHASING DETAILS. 1 #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 1 Room 100CK Room 167F Room 100CG Room 100CJ Room 167E
Room 167C Room 167D Room 168 Room 170B Room 169 Room 165B Room 156 Room 158 Room 158B Room 167A Room 170A Room 167B Room 160 Room 100SA Room 162 Room 158A Room 167 Room 170 Room 165
Room 100UA Room 100JA Room 100UB Room 100CH Room 100UF Room 167G Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA1.10 29313.00 11/30/18 FIRE ALARM - LEVEL 1 DEMO GENERAL NOTES: 1.REFER TO FA0.02 FOR IMPAIRMENT NOTES. KEY NOTES: REMOVE EXISTING
FIRE ALARM SYSTEM DEVICES AND APPLIANCES AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT PHASING DETAILS. 1 #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 F F F F F F F F F F F F F F F F F F F F F F F FFFF FF 2 134678 5 Q P R S T O U
9 S1 R1 4A Q1 5.1 11 1 1 1 1 Room 200SD Room 255A Room 270A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room 265A Room 252 Room 254 Room 256 Room 260A
Room 272 Room 276 Room 278 Room 274 Room 270 Room 267 Room 265B Room 265 Room 200JA Room 200UA Room 200UB Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building
1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase
1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA1.20 29313.00 11/30/18 FIRE ALARM - LEVEL 2 DEMO GENERAL NOTES: 1.REFER TO FA0.02 FOR IMPAIRMENT
NOTES. KEY NOTES: REMOVE EXISTING FIRE ALARM SYSTEM DEVICES AND APPLIANCES AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT
PHASING DETAILS. 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 F F F F F F F FFF F F F F F F F F F FFFF FF
F 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 11 1 1 1 Room 365A Room 365D Room 355 Room 365E Room 365C Room 361 Room 365F Room 358 Room 300CD Room 378 Room 360 Room 300SA Room 375 Room
362 Room 377 Room 352 Room 354 Room 356 Room 365 Room 379 Room 365G Room 300JA Room 300UA Room 300UB Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code
Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost
Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G.
Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA1.30 29313.00 11/30/18 FIRE ALARM - LEVEL 3 DEMO GENERAL NOTES: 1.REFER TO FA0.02 FOR IMPAIRMENT
NOTES. KEY NOTES: REMOVE EXISTING FIRE ALARM SYSTEM DEVICES AND APPLIANCES AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT
PHASING DETAILS. 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 75 0.25 30 0.25 MM MM RM RM MM 2 134678 5
Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 DISCONNECT EXISTING STANDPIPE CONTROL VALVE, VALVE SUPERVISORY WITCH AND RECONNECT TO NEW STANDPIPE CONTROL
VALVE. DISCONNECT EXISTING FLOWSWITCH FROM EXISTING TO REMAIN MONITOR MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE. WORK AREA XMTS XMWF MECHANICAL B00UA
STP-AHUA FSD FSD-CL Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA2.00
29313.00 11/30/18 FIRE ALARM - LEVEL 0 GENERAL NOTES: 1.REFER TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS,
LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND INLINE WITH ADJACENT CEILING FIXTURES. 3.LOCATE
WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS. 4.LOCATE CEILING MOUNTED
SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72. 5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED
ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN.
DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER. 6.SHOP DRAWINGS INCLUSIVE OF DEVICE
AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER.
SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID:
45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 30 0.25 MM 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA DISCONNECT EXISTING FLOWSWITCH
FROM EXISTING TO REMAIN MONITOR MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE. XMWF LAB WRITE-UP 158 LAB WRITE-UP 162 LAB WRITE-UP 160 OFFICE 158B LAB
WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CK Room 167F Room 100CG Room
100CJ Room 165B OFFICE 152 Room 100SA Room 165 Room 100UA CORRIDOR 100CA Room 100JA Room 100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167 WORK AREA Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA2.10 29313.00 11/30/18 FIRE ALARM
- LEVEL 1 GENERAL NOTES: 1.REFER TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED
DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND INLINE WITH ADJACENT CEILING FIXTURES. 3.LOCATE WALL MOUNTED DEVICES AND
APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS. 4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS
WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72. 5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS
WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN. DETERMINATION
OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER. 6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE
LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS
SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F842
01714F0 12/10/2018 30 0.25 30 0.25 15 0.25 15 0.25 75 0.25 75 0.25 MM 30 0.25 F 15 C 0.25 15 C 0.25 15 C 0.25 15 C 0.25 15 C 0.25 15 C 0.25 30 0.25 30 0.25 15 0.25 15 0.25 15 C 0.25
15 C 0.25 15 C 0.25 15 C 0.25 RAI RM RM MM MM 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREADISCONNECT EXISTING FLOWSWITCH FROM EXISTING
TO REMAIN MONITOR MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE. XMWF XM TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A
LAB WRITE-UP 260 LAB WRITE-UP 269 OPEN RESEARCH LAB 276 ? ? ? ? ? ? iCVD ROOM 276D CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC ? ? ? FSD FSD FSD-CL FSD-CL
2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA2.20 29313.00
11/30/18 FIRE ALARM - LEVEL 2 GENERAL NOTES: 1.REFER TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS, LOCATE
CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND INLINE WITH ADJACENT CEILING FIXTURES. 3.LOCATE WALL MOUNTED
DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS. 4.LOCATE CEILING MOUNTED SMOKE AND
HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72. 5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON
THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN.
DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER. 6.SHOP DRAWINGS INCLUSIVE OF DEVICE
AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER.
SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01
DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018 F 30 0.25 15 0.25 15 0.25 30 0.25 30 0.25 15 15 MM 15 C 0.25 15 0.25 75 0.25 15 C 0.25 C 0.25 15 C 0.25 15 C 0.25
15 C 0.25 15 C 0.25 15 C 0.25 RAI RM MM 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 DISCONNECT EXISTING FLOWSWITCH FROM EXISTING TO REMAIN
MONITOR MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE. XMWF WORK AREA XM FSD FSD-CL RESEARCH LAB 367 LIGHT SCATTERING 367B SUPPORT 1 367D LAB WRITE-UP
362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE 367A STAIRS 300SA Room 352 Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING
300UB Room 358 CONFERENCE ROOM 360 IDF 355 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road
Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl
8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850
Tel: 607-272-6477 NTS FA2.30 29313.00 11/30/18 FIRE ALARM - LEVEL 3 GENERAL NOTES: 1.REFER TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS.
2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND INLINE WITH
ADJACENT CEILING FIXTURES. 3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR
ELEMENTS. 4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72. 5.COMPLY WITH
NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE
DAMPER OPERATION, AND HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED
DESIGNER. 6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL
BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS. #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION 212/18/18ADDENDUM 01 DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018 R SCALE: SCALE: FIRE ALARM SHOP DRAWING CONTENT REQUIREMENTS 2 NONE 15 0.5W
0.5W C 110 0.5W C 30 0.5W 0.5W C 60" MAX EQEQ 48" AFF 80"-96" AFF PULL DOWN FIRE ON OFF ALARM ON OFF ON OFF F E I R R I E F F I R E A5:36 ALARM ELEC RM SMOKE A5:36 ALARM NORM TEST AHU-1
SUPPLY WALL-MOUNT DEVICE AND APPLIANCE CRITERIA 1 NONE F RM RAI 3170A WORKROOM IDENTIFY THE NODE NUMBER IDENTIFY THE ADDRESSABLE LOOP CARD NUMBER IDENTIFY THE CIRCUIT NUMBER IDENTIFY
THE NODE NUMBER ADDRESSABLE LOOP CARD NUMBER ADDRESSABLE DEVICE NUMBER D = DETECTOR M = MODULE NODE NUMBER FINISHED FLOOR FIRE ALARM NOTIFICATION APPLIANCES. REMOTE TEST SWITCH REMOTE
ALARM INDICATOR FIRE ALARM PULL STATION 2" MIN ℄ 2" MIN 1305 OFFICE 1306 ELEC 1307 CLASSROOM FSD N2-L2-23 N2-L2-24 N2-L2-25 N2-L2-26 SP1-4 ST2-3 SP1-1 SP1-2 ST2-1 SP1-3 ST2-2 SP1-5N2-SP1
N2-ST2 N2-L2 NOTES: 1.SHOP DRAWINGS SHALL INCLUDE ALL ADDRESSABLE LOOP WIRING AND ALL NOTIFICATION CIRCUIT WIRING. IDENTIFY ALL ISOLATION MODULES, END OF LINE RESISTORS. 2.SHOP DRAWINGS
SHALL INCLUDE EACH ADDRESS FOR EACH DEVICE ON THE ADDRESSABLE LOOP. ALL MODULES SHALL BE LABELED FOR FUNCTION (I.E. FSD FOR FIRE SMOKE DAMPER, ETC). 3.SHOP DRAWINGS SHALL INCLUDE EACH
AUDIBLE DEVICE SPEAKER TAP SETTING AND SPEAKER CIRCUIT NUMBER. 4.SHOP DRAWINGS SHALL INCLUDE EACH VISIBLE DEVICE STROBE SETTING AND NAC CIRCUIT NUMBER. N1-L2-D24 SP1-1 FIRE ALARM STROBE
DEVICE NUMBERING ST1-1 ADDRESSABLE DEVICE NUMBERING SPEAKER DEVICE NUMBERING SPEAKER CIRCUIT DEVICE NUMBER STROBE CIRCUIT DEVICE NUMBER Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NONE FA6.01 29313.00 11/30/18 FIRE ALARM - DETAILS #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018 SECURITY NOTES EMERGENCY PANEL TELEPHONE ENCODER, GUESTROOM LOCKING SYSTEM 4-11/16"
SQUARE, 2-1/8" DEEP BOX WITH DOUBLE GANG PLASTER RING 4-11/16" SQUARE, 2-1/8" DEEP BOX WITH SINGLE GANG PLASTER RING SINGLE GANG JUNCTION BOX REQUEST-TO-EXIT PALM BUTTON (REX) DOUBLE
GANG JUNCTION BOX THREE GANG JUNCTION BOX FOUR GANG JUNCTION BOX 4" SQUARE JUNCTION BOX CR RX TS DOOR UNLOCK/LOCK TOGGLE SWITCH CM DB DURESS BUTTON ALARM DOOR CONTACT SWITCH PUSH BUTTON
DOOR CHIMEPB DELAYED RELEASE EXIT LOCK ELECTRIFIED LEVER LOCKSET - FAILSAFE NORMALLY ENERGIZED - RELEASE ON FIRE ALARM EL FS ELECTRIFIED LEVER LOCKSET - FAIL SECURE NORMALLY UNENERGIZED
ELECTRIC LATCH-RETRACTION PANIC HARDWARE FRONT DESK TERMINAL, GUESTROOM LOCKING SYSTEM EL FSE LR ID ID LR INTEGRATED ACCESS DOOR LOCK - FAIL SECURE INTERIOR LEVER INTEGRATED ACCESS
DOOR LOCK - FAIL SECURE INTERIOR PANIC HARDWARE WITH LATCH RETRACTION LOCK PWR ELECTRIFIED DOOR LOCK POWER SUPPLY WITH BATTERY BACKUP CURTAIN MOTION DETECTOR - PASSIVE INFRARED SENSOR
ELECTRONIC BATTERY POWERED LOCKSET WITH INTEGRAL PROXIMITY READER GL LATCH ONLY DOOR LOCKING SYSTEMLO ACCESS CONTROL PANEL/POWER SUPPLY (REQUIRES 120V AC) BURGLAR ALARM CONTROL PANEL
(REQUIRES 120V AC) DIGITAL VIDEO RECORDER (REQUIRES 120V AC) RR REMOTE RELAY X" CONDUIT SIZE NOTE ENC FDT VIC VIDEO INTERCOM SUBSTATION SW ETHERNET SWITCH POWER FOR CAMERA ACCESS CONTROL
WORKSTATION (REQUIRES 120V AC) PUSH PLATE DOOR OPERATORPP DOOR OPERATOR PUSH PLATEDO EM ELECTRIFIED DOOR STRIKE - FAIL SAFE NORMALLY ENERGIZED - RELEASE ON FIRE ALARM ES FS ELECTRIFIED
DOOR STRIKE - FAIL SECURE NORMALLY UNENERGIZED ES FSE ## DOOR CONFIGURATION DESIGNATOR FOR SECURITY SYSTEM 120VAC FOR HARDWIRED LATCH-RETRACTION POWER SUPPLY CAM CAM PAN SECURITY CAMERA,
180° PANORAMIC 360° SECURITY CAMERA, 360° PANORAMIC DE ELECTROMAGNETIC LOCK, MAG LOCK PTZ SECURITY CAMERA, PAN TILT ZOOM SECURITY CAMERA. FIXED WALL OR CEILING MOUNTED. SEE NOTES FOR
DETAILS KEYPAD INTERCOM CALL BUTTONIC PASSIVE INFRARED MOTION DETECTORPIR CARD READER WITH KEYPADKP EP ACW ACP BCP KP PWR DVR BIOMETRIC READERBR 180° SECURITY CAMERA, 180° PANORAMIC
SECURITY CAMERA, 360° PANORAMIC SECURITY CAMERA, PAN TILT ZOOM SECURITY CAMERA. FIXED WALL OR CEILING MOUNTED. SEE NOTES FOR DETAILS 180° 360° PTZ 4DG 4SG 4Q 4G 3G 2G SG J P INTERCOM
SUBSTATIONIC INTERCOM MASTER STATIONIM RACK EQUIPMENT RACK ENCLOSURE VIM VIDEO INTERCOM MASTER STATION VM VIDEO MONITOR TE TELEPHONE ENTRY SYSTEM EMERGENCY CONTROL CENTER. (ELEVATOR
LANDING PHONE) ECC EMERGENCY COMMUNICATIONS STATION. (ELEVATOR LANDING PHONE) ECS VMS VIDEO MANAGEMENT SYSTEM VMC VIDEO MANAGEMENT CLIENT NETWORK VIDEO RECORDERNVR 5" SQUARE, 2-1/8"
DEEP BOX WITH DOUBLE GANG PLASTER RING 5SQ DOOR RELEASE BUTTONDR 1. SYMBOLS LEGEND IS PROVIDED FOR COORDINATION OF SECURITY ITEMS TYPE AND APPROXIMATE LOCATION. 2. COORDINATE
WITH PROJECT DRAWINGS AND DOCUMENTS. 3. ALL OUTLET MOUNTING HEIGHTS & LOCATIONS TO BE VERIFIED & COORDINATED WITH ARCHITECTURAL, ELECTRICAL, EQUIPMENT & FURNISHINGS DRAWINGS. 4.
ALL OUTLET MOUNTING HEIGHTS & LOCATIONS TO BE VERIFIED & COORDINATED WITH ARCHITECTURAL, ELECTRICAL, EQUIPMENT & FURNISHINGS DRAWINGS. 5. CONDUIT LOCATIONS ARE DIAGRAMMATIC
ONLY, REFER TO ELECTRICAL PLANS FOR EXACT CONDUIT RUNS. 6. CONNECTIONS SHOWN BETWEEN DEVICES ARE INTENDED TO PORTRAY FUNCTIONAL RELATIONSHIP ONLY. THE PLAN VIEWS ARE NOT INTENDED
TO REPLACE BIDDER'S SHOP DRAWINGS, AND DO NOT INCLUDE THE FOLLOWING: - ACTUAL CABLE TYPES - ALL NECESSARY POINT-TO-POINT WIRING - RUNS BETWEEN DEVICES AND CONTROL PANELS - PROCESSOR
BOARDS - POWER SUPPLIES - PARTITION PROGRAMMING: EXAMPLE "P2" DENOTES THIS DETECTOR SHALL BE PROGRAMMED FOR SECURITY PARTITION TWO (2). PARTITIONS ARE IDENTIFIED AT THE KEYPAD ICONS.
SCHLAGE AD400 LOCKSET BY DIVISION 8 PIM400-1501PIM DESCRIPTION SECURITY SYMBOLS LEGEND SYMBOL DESCRIPTION SECURITY SYMBOLS LEGEND SYMBOL Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 6" = 1'-0" SE0.01 29313.00 11/30/18 SECURITY - LEGEND # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION CR CR 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA MECHANICAL B00UA Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room
B78 Room B00UB Room B00UC ? ? ? PIM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
1/4" = 1'-0" SE2.00 29313.00 11/30/18 SECURITY - LEVEL 0 1/4" = 1'-0" 1 SECURITY - LEVEL 0 - A # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION CRCR CR CR 21 3 4 6 7 8 5 Q P R
S T O U 9 S1 R1 4A Q1 5.1 WORK AREA LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE 168 OFFICE
167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room 165 Room 100UA Room 100JA Room 100UB CORRIDOR
100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167 PIM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000
Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/4" = 1'-0" SE2.10 29313.00 11/30/18 SECURITY - LEVEL 1 1/4" = 1'-0" 1 SECURITY - LEVEL 1 - A # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION CR CR CR
CR CR 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP 260 LAB WRITE-UP 269 OPEN
RESEARCH LAB 276 ? ? ? iCVD ROOM 276D Room 200SD Room 255A Room 252 Room 254 Room 256 Room 267 CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC PIM PIM IDF
404 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" SE2.20 29313.00
11/30/18 SECURITY - LEVEL 2 1/4" = 1'-0" 1 SECURITY - LEVEL 2 - A # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION CR CR CR 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK
AREA RESEARCH LAB 367 LIGHT SCATTERING 367B SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE 367A STAIRS 300SA Room
352 Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 PIM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" SE2.30 29313.00 11/30/18 SECURITY - LEVEL 3 1/4" = 1'-0" 1 SECURITY - LEVEL 3 - A # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION W # F TV TV WAP WAP # # # 1 T-501 2 T-501 20 21 23 24 OSC WALL MOUNTED WIRELESS DATA1/DATA2 LOCATION - PROVIDE A SINGLE GANG, 4-11/16" SQUARE, 2-1/8"
DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM
BEING SERVED BY THE OUTLET LOCATION. WIRELESS DATA LOCATION IS TO BE MOUNTED 6" FROM FINISHED CEILING TO THE TOP OF THE OUTLET BOX UNLESS OTHERWISE NOTED. STRUCTURED CABLING LEGEND
CEILING MOUNTED WIRELESS DATA1/DATA2 LOCATION - PROVIDE A SINGLE GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS,
BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. CEILING MOUNTED WIRELESS DATA LOCATIONS ARE TO BE
CENTERED IN THE ROOM AND MOUNTED TO THE BUILDING STRUCTURE ABOVE THE CEILING. THE CEILING MOUNTED WIRELESS DATA DEVICE BOX ASSEMBLY IS TO BE (UL) RATED FOR PLENUM. WALL MOUNTED DATA#
LOCATION (# DENOTES THE NUMBER OF CABLES AT THE OUTLET LOCATION) - PROVIDE A TWO GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT
WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. DATA# LOCATION IS TO BE MOUNTED
18" FROM THE FINISHED FLOOR TO THE CENTER OF THE OUTLET BOX UNLESS OTHERWISE NOTED. PROVIDE ADDITIONAL 1-1/4" CONDUIT WHERE THERE ARE 6 OR MORE CABLES AT ONE LOCATION. FLOOR MOUNTED
DATA# LOCATION (# DENOTES THE NUMBER OF CABLES AT THE OUTLET LOCATION) - PROVIDE A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON
THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. CEILING MOUNTED DATA# LOCATION (# DENOTES THE NUMBER OF CABLES AT THE OUTLET LOCATION) - PROVIDE A TWO GANG, 4-11/16"
SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR
AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. WALL MOUNTED TV LOCATION - PROVIDE A TWO GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER RING AND A 1-1/4"
CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. TV VIDEO LOCATION IS TO
BE MOUNTED 18" FROM THE FINISHED FLOOR TO THE CENTER OF THE OUTLET BOX UNLESS OTHERWISE NOTED. PROVIDE TWO DATA CABLES. FLOOR MOUNTED TV VIDEO LOCATION - PROVIDE A 1-1/4" CONDUIT WITH
CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. WALL MOUNTED WALL PHONE VOICE LOCATION
- PROVIDE A SINGLE GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE
CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. WALL PHONE VOICE LOCATION IS TO BE MOUNTED 48" FROM THE FINISHED FLOOR TO THE CENTER OF THE OUTLET
BOX UNLESS OTHERWISE NOTED. FEED LOCATION (# DENOTES THE NUMBER OF CABLES AT THE FEED LOCATION) PROVIDE A 2-GANG MUDRING WITH GROMMET FACEPLATE AT FEED LOCATIONS AS IDENTIFIED ON PLANS.
PROVIDE POLYETHYLENE SLEEVE FROM GROMMET TO MODULAR FURNITURE ENTRY POINT. 1. THE WORK REQUIREMENTS DESCRIBED WITHIN DIVISION 20 SPECIFICATION SECTION "COMMON MECHANICAL / ELECTRICAL
REQUIREMENTS" FORM COMPLIMENTARY REQUIREMENTS TO THE SCOPE OF WORK CONTAINED WITHIN DIVISION 27 AND 28. 2. CONDITIONS OF THE CONTRACT AND DIVISION 1, GENERAL REQUIREMENTS APPLY TO WORK
OF THIS SECTION. EXAMINE DRAWINGS AND OTHER SPECIFICATIONS FOR REQUIREMENTS THAT AFFECT WORK OF THIS SECTION. 3. PROVIDE ITEMS REFERRED TO IN SINGULAR OR PLURAL NUMBERS IN CONTRACT
DOCUMENTS IN QUANTITIES NECESSARY TO COMPLETE WORK. 4. PERFORM WORK AS REQUIRED BY CODES, REGULATIONS AND LAWS OF LOCAL, STATE AND FEDERAL GOVERNMENTS AND OTHER AUTHORITIES WITH LAWFUL
JURISDICTION. 5. MATERIAL AND EQUIPMENT SHALL BE UL, NEMA, ANSI, IEEE, ADA & CBM APPROVED FOR INTENDED SERVICE. MATERIAL AND INSTALLATION SHALL MEET REQUIREMENTS OF NATIONAL AND STATE
ELECTRICAL CODE. 6. MAINTAIN RECORD DRAWINGS ON SITE. RECORD SET MUST BE COMPLETE AND CURRENT AND AVAILABLE FOR INSPECTION WHEN REQUISITIONS FOR PAYMENT ARE SUBMITTED. 7. GUARANTEE
WORK IN WRITING FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. REPAIR OR REPLACE DEFECTIVE MATERIALS OR INSTALLATION AT NO COST TO OWNER. CORRECT DAMAGE CAUSED IN MAKING NECESSARY REPAIRS
AND REPLACEMENTS UNDER GUARANTEE AT NO COST TO OWNER. 8. SUBMIT GUARANTEE TO ARCHITECT BEFORE APPLICATION FOR FINAL PAYMENT. 9. STATEMENT OF GUARANTEE REQUIREMENTS SHALL NOT BE INTERPRETED
TO LIMIT OWNER'S RIGHTS UNDER LAW AND THIS CONTRACT. 10. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS. PROVIDE INFORMATION AND COMPONENTS SHOWN ON RISER DIAGRAMS
BUT NOT SHOWN ON PLANS, AND VICE VERSA, AS IF EXPRESSLY REQUIRED ON BOTH. 11. ALL WIRING SHALL BE RUN CONCEALED UNLESS SPECIFIED OTHERWISE. 12. ALL RACEWAYS RUNNING THROUGH BUILDING
EXPANSION JOINTS SHALL BE EQUIPPED WITH EXPANSION FITTINGS. 13. CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC MOUNTING HEIGHTS AND LOCATIONS FOR TELECOM
EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS WITH THE ARCHITECT. 14. ALL GROUNDING SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL AND STATE ELECTRICAL CODES. 15. REFER TO SPECIFICATION
FOR CABLE COLORS 16. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT, JUNCTION BOXES, CABLE TRAYS, PANELS, PULL STRINGS, ENCLOSURES, FLOOR BOXES, POWER CIRCUITS, TELCOM GROUNDING SYSTEM,
POWER CABLE AND POWER CONNECTIONS UNDER THIS SECTION. 17. CONDUIT SHALL NOT EXCEED 100'-0" OR A TOTAL OF 180 DEGREES IN BENDS BETWEEN PULL BOXES FOR DISTRIBUTION OF TELE/DATA CABLE.
18. VERIFY ALL DEVICE PLATE FINISHES WITH ARCHITECT AND/OR OWNER. 19. LABEL ALL CABLE, CONDUIT AND BACK BOXES FOR EASE OF IDENTIFICATION. 20. ALL CABLE RUNS MUST BE CONTINUOUS FROM
SOURCE TO DESTINATION. NO EXCEPTIONS. 21. PROVIDE A SERVICE LOOP OF 15'-0" MINIMUM AT ALL BACKBONE TERMINATION LOCATIONS AND SPLICE POINTS. 22. INTERBUILDING AND INTRABUILDING OPTICAL
FIBER CABLING SHALL BE CLEARLY AND VISIBLY IDENTIFIED BY THE CONTRACTOR IN ALL MANHOLES, PULL BOXES, ENTRANCE POINTS, SERVICE ENTRENCES AND 3'-0" BEFORE ENTERING A FREE STANDING RACK,
WALL MOUNTED ENCLOSURE OR SURFACE MOUNT FIBER CABINET UTILIZING AN OPTICAL FIBER CABLE MARKER TAG SYSTEM. 23. WHEN ROUTING COMMUNICATIONS CABLES USING OPEN CABLING METHODS, MAINTAIN
A MINIMUM SPACING OF 1'-0" FROM ELECTRICAL FEEDERS, BRANCH CIRCUIT WIRING AND AUXILIARY SYSTEM CABLING. 24. WHEN ROUTING COMMUNICATIONS CABLES USING OPEN CABLING METHODS, MINIMUM SPACING
FROM ELECTRICAL APPARATUS SUCH AS MOTOR DRIVEN EQUIPMENT AND TRANSFORMERS SHALL BE 4'-0". SPACING REQUIREMENTS SHALL APPLY TO OPEN CABLE PATHS WHERE EQUIPMENT IS LOCATED ON THE SAME
FLOOR, FLOOR ABOVE, FLOOR BELOW OR IN ROOMS ADJACENT TO SUCH EQUIPMENT AS THOUGH WALLS AND FLOORS DID NOT EXIST. EXCEPTION: BUILDING CONSTRUCTION THAT RESULTS IN METALLIC BARRIER BETWEEN
ELECTRICAL APPARATUS AND CABLE PATHWAYS SHALL BE CONSIDERED SUITABLE SEPARATION. C - MOUNT 6" ABOVE COUNTER TOP BACK SPLASH ETR - EXISTING TO REMAIN N - NEW R - RELOCATE X -
REMOVE GENERAL NOTES OUTLET LOCATION DESIGNATORS 1. THIS SHEET IS A GENERAL LIST OF SYMBOLS AND SHALL BE USED AS A REFERENCE TO DEFINE ITEMS INDICATED ON THE DRAWINGS. NOT ALL SYMBOLS
ARE NECESSARILY USED ON THIS PROJECT. LEGEND NOTES DETAIL CALL-OUT - PLAN VIEW. DENOTES DETAIL "1" ON DRAWING "T-501". KEY LEGEND VANDERWEIL PROJECT INFO PROJECT NUMBER PROJECT NAME
29313 CORNELL OLIN HALL 125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DUPLEX RECEPTACLE. D - DEDICATED CIRCUIT GF - CONNECTED TO GROUND FAULT CIRCUIT BREAKER GFI - WITH INTEGRAL GROUND FAULT INTERRUPTER
IG - ISOLATED GROUND ELECTRICAL LOCATION DESIGNATORS ELECTRICAL LEGEND DETAIL CALL-OUT - ELEVATION VIEW. DENOTES DETAIL "2" ON DRAWING "T-501". DRAWING NUMBERING SYSTEM T-0## - GENERAL
(SYMBOLS LEGEND, NOTES, SPECIFICATION, ETC.) T-1## - PLANS (HORIZONTAL VIEWS) T-2## - ELEVATIONS (VERTICAL VIEWS T-3## - SECTIONS (SECTIONAL VIEWS) T-4## - LARGE SCALE DRAWINGS (PLANS,
ELEVATIONS OR SECTIONS THAT ARE NOT DETAILS) T-5## - DETAILS T-6## - RISERS, SCHEDULES AND DIAGRAMS 125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DOUBLE DUPLEX RECEPTACLE. GROUND BAR WITH INSULATED
#6 CONNECTED TO GROUND IN ELECTRICAL ENTRANCE ROOM L5-20R - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE TWIST LOCK RECEPTACLE L5-30R - 30 AMP, 125 VOLT, 2 POLE, 3 WIRE TWIST LOCK RECEPTACLE L6-20R
- 20 AMP, 250 VOLT, 2 POLE, 3 WIRE TWIST LOCK RECEPTACLE L6-30R - 30 AMP, 250 VOLT, 2 POLE, 3 WIRE TWIST LOCK RECEPTACLE 125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DUPLEX RECEPTACLE FLUSH FLOOR
MOUNTED 125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DOUBLE DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED 1. THIS EXISTING FLOOR PLAN HAS BEEN DEVELOPED UTILIZING EXISTING DOCUMENTS AND READILY OBSERVABLE
SITE CONDITIONS. ALL DEVICES, CONDUITS,TELECOMMUNICATIONS EQUIPMENT, ETC. SHOWN ARE FOR REFERENCE ONLY AND MAY NOT INDICATE CORRECT IDENTIFICATION, AND SIZE; AND TOTAL QUANTITIES OF
ITEMS SCHEDULED FOR DEMOLITION. VISIT SITE AND FIELD VERIFY THE NUMBER OF DEVICES WITHIN THE CONSTRUCTION PHASE AREA PRIOR TO THE BID AND REMOVAL. THE DRAWINGS DO NOT LIMIT THE AMOUNT
OF DEMOLITION WORK REQUIRED. THE TELECOMMUNICATIONS CONTRACTOR MUST PERFORM THE DEMOLITION WORK AS INDICATED ON THE DEMOLITION DRAWINGS AND AS REQUIRED FOR THE NEW WORK. 2. DEMOLITION
WORK MUST FOLLOW THE CONSTRUCTION PHASING SEQUENCE AND MUST BE COORDINATED WITH THE CONSTRUCTION DRAWINGS AND CONTRACTORS. 3. REMOVE ALL DEVICES, EQUIPMENT, MATERIAL, AND ASSOCIATED
CABLING IN THEIR ENTIRETY, WHICH INTERFERE WITH THE NEW CONSTRUCTION AS DIRECTED BY THE CONSTRUCTION MANAGER. ALWAYS FIELD VERIFY SYSTEM PRIOR TO STARTING WORK AT SITE. THE TERM ASSOCIATED
CABLING SHALL MEAN CONDUIT, FITTINGS, SUPPORTS, JUNCTION BOXES, CABLES, ETC. BACK TO THE RESPECTIVE EQUIPMENT ROOM. 4. MAINTAIN AND RESTORE, IF INTERRUPTED BY REMOVALS OR IN PATH OF
NEW CONSTRUCTION, ALL CABLES AND CONDUITS PASSING THROUGH AND SERVING UNDISTURBED AREAS (SHOWN OR NOT SHOWN). VERIFY CABLES, DEVICES, AND EQUIPMENT SCHEDULED FOR REMOVAL TO ASSURE
THAT THEIR REMOVAL WILL NOT ADVERSELY AFFECT ADJACENT AREAS NOT BEING RENOVATED. 5. IN ANY AREA REQUIRING THE PERFORMANCE OF ANY TRADE'S WORK, THIS CONTRACTOR SHALL CAREFULLY REMOVE
AND STORE ANY OR ALL TELECOMMUNICATIONS ITEMS IN PATH Of WORK, REINSTALLING AND RECONNECTING SAME AS REQUIRED, AFTER COMPLETION OF OTHER TRADE'S WORK IN THAT AREA, IN ACCORDANCE WITH
THE PLANS AND/OR AS DIRECTED. 6. IN ALL EXISTING OR NEW AREAS SPECIFIED OR SHOWN TO BE PAINTED, THIS CONTRACTOR SHALL REMOVE BAG AND PROTECT DURING WORK ALL TELECOMMUNICATIONS ITEMS
AS REQUIRED INCLUDING BUT NOT LIMITED TO DEVICE PLATES, DEVICES, ETC., REINSTALLING SAME AFTER COMPLETION OF PAINTING. ANY ITEM NOT REMOVED AND PAINTED OVER SHALL BE SUITABLY CLEANED
OR REPLACED WITH NEW ITEM BY THIS CONTRACTOR. 7. INVENTORY MAJOR TELECOMMUNICATIONS ITEMS THAT ARE REMOVED AND PROVIDE A LIST TO THE OWNER FOR THEIR SELECTION OF ITEMS TO BE RETAINED.
ALL ITEMS REJECTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. 8. DISCONNECT, MAKE SAFE AND REMOVE ALL TEMPORARY AND ABANDONED WIRE
WITHIN THE SPACE. SPECIFICALLY BUT NOT LIMITED TO LOW VOLTAGE CABLING SERVING THE MAILBOX DISTRIBUTION SYSTEM. 9. FLAG, LABEL AND CLEARLY IDENTIFY CABLES AND ITEMS TO REMAIN IN PLACE,
AND OR SERVICE, THROUGHOUT THE PROJECT OR ANY PORTION OF THE PROJECT. REPAIR AND/OR REPLACE ANY CABLE OR DEVICE DAMAGED DURING THE PROJECT, WITHIN 24 HOURS OF NOTIFICATION OF DAMAGES
OR DISRUPTION. GENERAL DEMOLITION NOTES OVERHEAD SERVICE CARRIER. SEE SHEET TC4.01 FOR DETAILS. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/8" = 1'-0" TC0.01 29313.00 11/30/18 TELECOM - LEGEND # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA Room 100CK Room 167F Room 100CG Room 100CJ Room 167E Room 167C Room 167D Room 168 Room 170B Room 169 Room 165B Room 152 Room
156 Room 158 Room 158B Room 167A Room 170A Room 167B Room 160 Room 100SA Room 162 Room 158A Room 167 Room 170 Room 165 Room 100UA Room 100JA Room 100UB Room 100CH Room 100UF Room 167G
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC1.01 29313.00
11/30/18 TELECOM - LEVEL 1 DEMO PLAN 1/4" = 1'-0" 1 TELECOM - LEVEL 1 - DEMO DEMOLITION NOTES: CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST THAT CIT REMOVE ACCESS POINTS AND
ACTIVE ELECTRONICS WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION. PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION THAT CABLES TO BE DEMOLISHED HAVE
BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT CLEARANCE TO START DEMOLITION. COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT.
CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO OVERSEE WORK WITHIN IDF ROOMS. MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY. LEVEL 1: IDENTIFY AND REMOVE EXISTING
DATA CABLING WITHIN THE PROJECT AREA, BACK TO THE SERVING IDF ROOM 165B. REMOVE FROM PATCH PANELS IN IDF ROOM. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM
01 2 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA ? ? ? Room 200SD Room 255A Room 270A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room
265A Room 252 Room 254 Room 256 Room 260A Room 272 Room 276 Room 278 Room 274 Room 270 Room 267 Room 265B Room 265 Room 200JA Room 200UA Room 200UB Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC1.02 29313.00 11/30/18 TELECOM - LEVEL 2 DEMO PLAN 1/4"
= 1'-0" 1 TELECOM - LEVEL 2 - DEMO # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DEMOLITION NOTES: CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST
THAT CIT REMOVE ACCESS POINTS AND ACTIVE ELECTRONICS WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION. PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION
THAT CABLES TO BE DEMOLISHED HAVE BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT CLEARANCE TO START DEMOLITION. REMOVE CABLES FROM PORJECT AREA
INCLUDING REMOVAL FROM PATCH PANELS IN IDF. COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT. CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO OVERSEE WORK WITHIN IDF ROOMS.
MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY. 2 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 Room 365A Room 365D Room 355 Room 365E Room 365C Room 361 Room 365F
Room 358 Room 300CD Room 378 Room 360 Room 300SA Room 375 Room 362 Room 377 Room 352 Room 354 Room 356 Room 365 Room 379 Room 365G Room 300JA Room 300UA Room 300UB Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC1.03 29313.00 11/30/18 TELECOM
- LEVEL 3 DEMO PLAN 1/4" = 1'-0" 1 TELECOM - LEVEL 3 - DEMO # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DEMOLITION NOTES: CONTACT CORNELL IT, CIT, PRIOR
TO DEMOLITION. REQUEST THAT CIT REMOVE ACCESS POINTS AND ACTIVE ELECTRONICS WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION. PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT
AND REQUEST CONFIRMATION THAT CABLES TO BE DEMOLISHED HAVE BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT CLEARANCE TO START DEMOLITION. REMOVE
CABLES FROM PORJECT AREA INCLUDING REMOVAL FROM PATCH PANELS IN IDF. COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT. CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO OVERSEE
WORK WITHIN IDF ROOMS. MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY. 2 M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523
26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 TC4.00 3 Room 403C Room 400CA Room 403B Room 403D Room 400UA Room 400CC Room 400SB Room 403A Room 401A Room 401 Room 400UC Room 403 Room 400SC
Room 400EA Room 4P0UA Room 401C Room 400SA Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
3/32" = 1'-0" TC1.04 29313.00 11/30/18 TELECOM - LEVEL 4 DEMO PLAN 3/32" = 1'-0" 1 TELECOM - LEVEL 4- PARENT DEMO DEMOLITION NOTES: CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST
THAT CIT REMOVE ACCESS POINTS AND ACTIVE ELECTRONICS WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION. PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION
THAT CABLES TO BE DEMOLISHED HAVE BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT CLEARANCE TO START DEMOLITION. REMOVE CABLES FROM PORJECT AREA
INCLUDING REMOVAL FROM PATCH PANELS IN IDF. COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT. CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO OVERSEE WORK WITHIN IDF ROOMS.
MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2 1 21 3 4 6 7 8 5 Q P R S T O U 9 S1
R1 4A Q1 5.1 MECHANICAL B00UA Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B00UB Room B00UC ? ? ? DATA FOR SECURITY SYSTEM Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC2.00 29313.00 11/30/18 TELECOM - LEVEL
0 1/4" = 1'-0" 1 TELECOM - LEVEL 0 - A # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 2 22 22 2 2 222 2 2 2 2 2 2 WAP 2 WAP WAP WAP 2 8 2 8 1 2 2 2 222 2 2 2222 2 2 22 2 2
2 2 2 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB
WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room 165 Room
100UA Room 100JA Room 100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167 DATA FOR SECURITY SYSTEM 3 Architect Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC2.10 29313.00 11/30/18 TELECOM - LEVEL 1 1/4" = 1'-0" 1 TELECOM - LEVEL 1 - A NOTE: MAINTAIN
EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 2 2 8 22 22 6 22 2 4 4 4 2 2 WAP WAP
WAP WAP WAP 8 6 44 4 4 4 4 4 4 4 4 4 4 4 2 2 2 44 2 2 2 2 22 22 1 1 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL)
276C GLASSWASH 276A LAB WRITE-UP 260 LAB WRITE-UP 269 OPEN RESEARCH LAB 276 ? ? ? iCVD ROOM 276D Room 200SD Room 255A Room 252 Room 254 Room 256 Room 267 CO2 CLOSET 200JA ELECTRICAL
200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC C C C C C C C C CC LOCATE IN WIREMOLD C C C CC OSC OSC OSC OSC OSC OSC CC DATA FOR SECURITY SYSTEM DATA FOR SECURITY SYSTEM Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC2.20 29313.00 11/30/18
TELECOM - LEVEL 2 1/4" = 1'-0" 1 TELECOM - LEVEL 2 - A NOTES: LAB BENCH OUTLETS ARE FED FROM OVERHEARD SERVICE CARRIER. SEE DETAIL #2 ON SHEET TC4.01. IDENTIFY THE EXISTING CABLE TRAY
WITHIN THE PROJECT AREA AND IN AREAS THAT WILL BE IMPACTED BY BUILDING SYSTEMS RELATED TO THE PROJECT. THIS INCLUDES AREAS WHERE MECHANICAL SYSTEM ALTERATIONS WILL IMPACT THE EXISTING
CABLE TRAY. IDENTIFY LOCATIONS WHERE THE EXISTING TRAY NEEDS TO BE MOVED, ALTERED, OR REMOVED AND REPLACED, TO ACCOMMODATE NEW OR MODIFIED DUCTWORK, PLUMBING, ELECTRICAL SERVICES, AND
OTHER BUILDING SYSTEMS. PROVIDE THE TEMPORARY CABLE SUPPORTS AND/OR NEW CABLE SUPPORTS TO ENSURE THAT THE COMMUNICATIONS CABLING IS PROTECTED AND SUPPORTED THROUGHOUT THE PROJECT. PROVIDE
CABLE PROTECTION FOR CABLING WITHIN AFFECTED AREAS. IN CASES WHERE THE EXISTING CABLING DOES NOT HAVE SUFFICIENT SLACK TO ALLOW IT TO BE MOVED OUT OF THE AFFECTED AREA, COORDINATE SCHEDULING
OF NEW CABLE INSTALLATION WITH CIT AND PROVIDE NEW CABLING, WITH SUFFICIENT SLACK, FROM THE EXISTING IDF ROOM TO REPLACE EACH OF THE AFFECTED CABLES. TERMINATE, LABEL, AND TEST NEW
CABLING. COORDINATE CABLE TRAY MODIFICATIONS WITH CIT, THE CONTRACTOR, AND THE PROJECT SCHEDULE. COMPLY WITH CIT STRUCTURED CABLING SYSTEM STANDARDS AND REFERENCED STANDARDS IN THE
DESIGN DOCUMENTS. RESTORE CABLE TRAY, IN COMPLIANCE WITH CIT STANDARDS IN THE AFFECTED AREAS. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18
ADDENDUM 02 3 2 2 2 8 222 2 2 22 2 2 2 2 2 2 2 2 2 2 2 WAP WAP WAP WAP 6 6 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 22 22 2 2 2 2 W TV 1 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1
RESEARCH LAB 367 LIGHT SCATTERING 367B SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE 367A STAIRS 300SA Room 352
Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 OSCOSCOSCOSCOSCOSC C C C C C C C C C C C C C C C C C C C C C C C C C DATA FOR
SECURITY SYSTEM IDF 355 TC4.00 6 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
1/4" = 1'-0" TC2.30 29313.00 11/30/18 TELECOM - LEVEL 3 1/4" = 1'-0" 1 TELECOM - LEVEL 3 - A # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM
02 NOTES: IDENTIFY THE EXISTING CABLE TRAY WITHIN THE PROJECT AREA AND IN AREAS THAT WILL BE IMPACTED BY BUILDING SYSTEMS RELATED TO THE PROJECT. THIS INCLUDES AREAS WHERE MECHANICAL
SYSTEM ALTERATIONS WILL IMPACT THE EXISTING CABLE TRAY. IDENTIFY LOCATIONS WHERE THE EXISTING TRAY NEEDS TO BE MOVED, ALTERED, OR REMOVED AND REPLACED, TO ACCOMMODATE NEW OR MODIFIED
DUCTWORK, PLUMBING, ELECTRICAL SERVICES, AND OTHER BUILDING SYSTEMS. PROVIDE THE TEMPORARY CABLE SUPPORTS AND/OR NEW CABLE SUPPORTS TO ENSURE THAT THE COMMUNICATIONS CABLING IS PROTECTED
AND SUPPORTED THROUGHOUT THE PROJECT. PROVIDE CABLE PROTECTION FOR CABLING WITHIN AFFECTED AREAS. IN CASES WHERE THE EXISTING CABLING DOES NOT HAVE SUFFICIENT SLACK TO ALLOW IT TO BE
MOVED OUT OF THE AFFECTED AREA, COORDINATE SCHEDULING OF NEW CABLE INSTALLATION WITH CIT AND PROVIDE NEW CABLING, WITH SUFFICIENT SLACK, FROM THE EXISTING IDF ROOM TO REPLACE EACH OF
THE AFFECTED CABLES. TERMINATE, LABEL, AND TEST NEW CABLING. COORDINATE CABLE TRAY MODIFICATIONS WITH CIT, THE CONTRACTOR, AND THE PROJECT SCHEDULE. COMPLY WITH CIT STRUCTURED CABLING
SYSTEM STANDARDS AND REFERENCED STANDARDS IN THE DESIGN DOCUMENTS. RESTORE CABLE TRAY, IN COMPLIANCE WITH CIT STANDARDS IN THE AFFECTED AREAS. 3 M L K J I H G F E D C B A N 21 3 4
6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 Room 403C Room 400CA Room 403B Room 403D Room 400UA Room 400CC Room 400SB Room 403A
Room 403 Room 400SC Room 400EA Room 4P0UA ? ? ? LAB WRITE-UP 401 Room 400UC Room 400SA TC4.00 4 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" TC2.40 29313.00 11/30/18 TELECOM - LEVEL 4 3/32" = 1'-0" 1 TELECOM - LEVEL 4- PARENT NOTES: MAINTAIN
EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2 2 2 2 2 2 2 2 2 2 2 2 22 4 4 8 8 F F H G 17 U 2423 R1 H
G 17 U 2423 R1 FIELD COORDINATE NEW DATA LOCATION WITH NEW WORKSTATION (TYP). 8 R1 8 R1 8 R1 TERMINATE NEW CABLES IN NEW PATCH PANELS LOCATED IN EXISTING RACKS. COORDINATE PATCH PANEL
LOCATIONS WITH CIT. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated TC4.00
29313.00 11/30/18 TELECOM - EXISTING IDF & PART PLAN 1/4" = 1'-0" 3 TELECOM - LEVEL 4 - EXISTING TEMPORARY PART PLAN 1/4" = 1'-0" 4 TELECOM - LEVEL 4 - NEW CONSTRUCTION PART PLAN #
DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 1" = 1'-0" 6 TELECOM - LEVEL 3 - EXISTING IDF 2 2 OVERHEAD SERVICE CARRIER DATA CABLE TERMINATION WIREMOLD
COMMUNICATIONS ADAPTOR WITH TWO RJ45 COUPLER MODULES PRE-TERMINATED PATCH CABLE ROUTED THROUGH TROUGH AND INTO WIREMOLD CEILING Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3" = 1'-0" TC4.01 29313.00 11/30/18 TELECOM - RISER DIAGRAM & DETAILS 3" = 1'-0" 2 TELECOM -
LAB BENCH DATA DETAIL # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2
A1.00LEVEL 0 - PHASE 1 DEMO.pdf
UP UPUP UP FE M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 S1 R1 4A Q1 22 5.1 20' - 3 1/2" +- 20' - 0" +- 20'
- 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 15' - 2 1/2" +- 9' - 5" +- 16' - 9" +- 9' - 5" +- 12' - 2 1/2" +- 20' - 0" +- 20' - 3 1/2" +10' - 10" +-15' - 5 1/2" +-20' - 0" +-15' - 0"
+-20' - 0" +-20' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-20' - 0" +-20' - 0" +10' - 10" +-15' - 5 1/2" +-25' - 0" +4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19'
- 0" +-1' - 0" +20' - 0" +-20' - 0" +-20' - 0" +20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +15' - 3 1/2" +-20' - 0" +-25' - 3 1/2" +-5' - 0" +15' - 0"2'
- 6" 5' - 0" 10" 23.126.1 1.041.04 1.03 1.03 1.12 1.11 WORK AREA 1.17 18' - 4" R.O. 6'-2" +1.01 1.12 1.09 DEMOLITION GENERAL NOTES A. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT
THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY
IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL
ELEMENTS ARE TO BE PRESERVED. C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN. D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT
STRUCTURAL DAMAGE. E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE. F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE.
REMOVE, REPLACE, AND/OR CAP AS REQUIRED. G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS. DEMOLITION PLAN
LEGEND CONCRETE SLAB TO BE REMOVED FOR NEW PENETRATION RAISED FLOOR SYSTEM TO BE REMOVED REMOVAL AND REINSTALLATION OF CEILING AS NOTED WALL TO REMAIN WALL TO BE DEMOLISHED. INTERIOR
PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED. DOOR AND FRAME TO BE DEMOLISHED. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
-Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A1.00 20758.00 11/30/2018 LEVEL 0 - PHASE 1 DEMO DEMOLITION KEYNOTES 1.01REMOVE RESILIENT FLOORING
1.03REMOVE EXISTING CEILING 1.04REMOVE STAIRS 1.09REMOVE DOOR AND DOOR FRAME. FILL AND PATCH WALL TO MATCH EXISTING 1.11NEW OPENING WITHIN EXTERIOR WALL. 1.12REMOVE EXISTING PARTITION.
1.17REMOVED RAISED FLOOR SYSTEM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02
A1.10LEVEL 1 - PHASE 1 DEMO.pdf
UP UP UP UPUP UP UP UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 S1 R1 4A Q1 22 5.1 20' - 0" +-20' - 0" +-20'
- 0" +20' - 3 1/2" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 15' - 2 1/2" +- 9' - 5" +- 16' - 9" +- 9' - 5" +- 12' - 2 1/2" +- 20' - 0" +- 20' - 3 1/2" +10' - 10"
+-15' - 5 1/2" +-20' - 0" +-15' - 0" +-20' - 0" +-20' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-20' - 0" +-20' - 0" +10' - 10" +-15' - 5 1/2" +-25' - 0" +-10' -
0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +23.126.1 15' - 3 1/2" +-20' - 0" +-25'
- 3 1/2" +-5' - 0" +1.22 1.09 WORK AREA 1.18 1.20 1.19 1.22 REMOVE ALL WALL HUNG PICTURES & DEVICES. PATCH WALLS. 1.231.23 1.23 1.24 1.251.09 1.09 1.26 REMOVE ALL WALL HUNG PICTURES
& DEVICES. PATCH WALLS. DEMOLITION GENERAL NOTES A. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS
REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT
DOCUMENTS. B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN
SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED. C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE
TO EXISTING SURFACES TO REMAIN. D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE. E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT
SCOPE. F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED. G. ADDITIONAL CEILING & WALL
REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS. DEMOLITION PLAN LEGEND CONCRETE SLAB TO BE REMOVED FOR NEW PENETRATION RAISED FLOOR SYSTEM
TO BE REMOVED REMOVAL AND REINSTALLATION OF CEILING AS NOTED WALL TO REMAIN WALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED.
DOOR AND FRAME TO BE DEMOLISHED. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
As indicated A1.10 20758.00 11/30/2018 LEVEL 1 - PHASE 1 DEMO DEMOLITION KEYNOTES 1.09REMOVE DOOR AND DOOR FRAME. FILL AND PATCH WALL TO MATCH EXISTING 1.18EXISTING KITCHENETTE TO REMAIN
1.19EXISTING FIRE EXTINGUISHER TO REMAIN 1.20REMOVE EXISTING LETTERS. PATCH WALL 1.22REMOVE EXISTING MILLWORK PARTITION. PATCH FLOOR 1.23REMOVE COLUMN. PATCH CEILING 1.24REMOVE SHAFT
WALL. 1.25REMOVE DOOR AND FRAME. EXPAND OPENING. 1.26REMOVE & REPLACE EXISTING DRINKING FOUNTAIN. PATCH WALL. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A1.20LEVEL 2 - PHASE 1 DEMO.pdf
UP UP UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12'
- 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0" 10' - 10" +-15' - 5 1/2" +-25' - 0" +-10' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +4'
- 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +20' - 3 1/2" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 15' - 2 1/2" +- 9' - 5" +- 16' - 9" +- 9' - 5"
+- 12' - 2 1/2" +- 20' - 0" +- 20' - 3 1/2" +20' - 0" +-20' - 0" +-20' - 0" +S1 R1 4A Q1 22 5.1 23.126.1 15' - 3 1/2" +-20' - 0" +-25' - 3 1/2" +-5' - 0" +1.141.14 REMOVE CEILING AT
SELECT LOCATIONS AS REQUIRED FOR MEP WORK. SEE MEP DRAWINGS. REINSTALL, REPLACE, AND/OR PATCH AND REPAIR FINISHES TO MATCH EXISTING. 1.02 1.021.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02
1.02 1.021.02 1.02 1.01 1.01 1.08 WORK AREA 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.151.151.151.151.15 1.16 1.24 1.24 1.26 DEMOLITION GENERAL NOTES A. THE DEMOLITION
PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED
LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE
CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL
CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED. C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN. D. WHEN REMOVING PORTIONS OF WALLS
OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE. E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE. F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION.
ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED. G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION
OF WORK SHOWN ON MEP DRAWINGS. DEMOLITION PLAN LEGEND CONCRETE SLAB TO BE REMOVED FOR NEW PENETRATION RAISED FLOOR SYSTEM TO BE REMOVED REMOVAL AND REINSTALLATION OF CEILING AS NOTED
WALL TO REMAIN WALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED. DOOR AND FRAME TO BE DEMOLISHED. Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A1.20 20758.00 11/30/2018 LEVEL 2 - PHASE
1 DEMO DEMOLITION KEYNOTES 1.01REMOVE RESILIENT FLOORING 1.02REMOVE CARPET, ACOUSTIC CEILING AND LIGHTING 1.08REMOVE SINK 1.14REMOVE DOOR AND DOOR FRAME. DEMO SURROUNDING WALL FOR
NEW DOOR SIZE. SEE SCHEDULE 1.15REMOVE EXISTING WINDOW SILL. EXISTING ROLLER SHADE TO REMAIN. 1.16REMOVE AND REPLACE DOOR. 1.24REMOVE SHAFT WALL. 1.26REMOVE & REPLACE EXISTING DRINKING
FOUNTAIN. PATCH WALL. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A1.30LEVEL 3 - PHASE 1 DEMO.pdf
UP UP UP UP UP UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 10' - 10" +-15' - 5 1/2" +-20' - 0" +-15' - 0"
+-20' - 0" +-20' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-12' - 0" +-20' - 0" +-20' - 0" +4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +10' - 10" +-15' -
5 1/2" +-25' - 0" +-10' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +-20' - 0" +20' - 0"20' - 0"20' - 0" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0"
20' - 0" 15' - 2 1/2" 9' - 5" 16' - 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2" S1 R1 4A Q1 22 5.1 23.126.1 15' - 3 1/2"20' - 0"25' - 3 1/2"5' - 0" 1.141.14 1.02 1.02 1.021.02 1.02
1.02 REMOVE CEILING AT SELECT LOCATIONS AS REQUIRED FOR MEP WORK. SEE MEP DRAWINGS. REINSTALL, REPLACE, AND/OR PATCH AND REPAIR FINISHES TO MATCH EXISTING. 1.02 1.02 1.021.02 1.02 1.02
1.02 1.02 1.02 WORK AREA 1.16 1.15 1.15 1.15 1.15 1.151.151.151.151.15 1.08 1.24 1.26 DEMOLITION GENERAL NOTES A. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN
NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED
AND DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE
PRESERVED. C. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN. D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE.
E. ALL DEMOLITION WORK TO BE COORDINATED WITH ABATEMENT SCOPE. F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE,
AND/OR CAP AS REQUIRED. G. ADDITIONAL CEILING & WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS. DEMOLITION PLAN LEGEND CONCRETE SLAB
TO BE REMOVED FOR NEW PENETRATION RAISED FLOOR SYSTEM TO BE REMOVED REMOVAL AND REINSTALLATION OF CEILING AS NOTED WALL TO REMAIN WALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO
BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE NOTED. DOOR AND FRAME TO BE DEMOLISHED. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A1.30 20758.00 11/30/2018 LEVEL 3 - PHASE 1 DEMO DEMOLITION KEYNOTES 1.02REMOVE CARPET, ACOUSTIC CEILING AND LIGHTING
1.08REMOVE SINK 1.14REMOVE DOOR AND DOOR FRAME. DEMO SURROUNDING WALL FOR NEW DOOR SIZE. SEE SCHEDULE 1.15REMOVE EXISTING WINDOW SILL. EXISTING ROLLER SHADE TO REMAIN. 1.16REMOVE AND
REPLACE DOOR. 1.24REMOVE SHAFT WALL. 1.26REMOVE & REPLACE EXISTING DRINKING FOUNTAIN. PATCH WALL. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01
A1.40LEVEL 4 - PHASE 1 DEMO.pdf
UP UP UP M L K J I H G F E D C N 2 2 3 34 6 6 Q R S 17 U 2425 2326 R1 4A 22 20' - 3 1/2" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 20' - 0" +- 15' - 2 1/2" +- 9' - 5" +- 16'
- 9" +- 9' - 5" +- 12' - 2 1/2" +20' - 0" +-20' - 0" +-20' - 0" +23.126.1 15' - 5 1/2" +-13' - 10" +-6' - 2" +-15' - 0" +20' - 0" +-5' - 0" +-15' - 0" +-20' - 0" +5' - 3 1/8" 10' -
0 3/8" 1.10 REMOVE AND PATCH EXISTING ROOF AS NEEDED FOR NEW STEEL DUNNAGE POSTS & MECHANICAL PENETRATIONS 1.11 ROOF PENETRATION FOR EXHAUST DUCTWORK. SEE MECHANICAL & STRUCTURAL DRAWINGS.
COORDINATE W/ RIB LOCATION TYP. SHAFT DEMOLITION GENERAL NOTES A. THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING CONSTRUCTION
AS REQUIRED. IN GENERAL, THE INTENT OF DEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THE SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF
CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION INDICATED OR REASONABLY IMPLIED IS TO BE REMOVED AND DEMOLISHED. THE EXISTING CONSTRUCTION TO
REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. IN ALL AREAS WHERE ARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, STRUCTURAL ELEMENTS ARE TO BE PRESERVED. C. TAKE ALL PRECAUTIONS TO PREVENT
DAMAGE TO EXISTING SURFACES TO REMAIN. D. WHEN REMOVING PORTIONS OF WALLS OR CEILINGS, TAKE ALL PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE. E. ALL DEMOLITION WORK TO BE COORDINATED WITH
ABATEMENT SCOPE. F. SEE MEP/FP DRAWINGS FOR BUILDING SYSTEM DEMOLITION. ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DAMAGE. REMOVE, REPLACE, AND/OR CAP AS REQUIRED. G. ADDITIONAL CEILING
& WALL REMOVAL AND REINSTALLATION MAY BE REQUIRED FOR THE INSTALLATION OF WORK SHOWN ON MEP DRAWINGS. DEMOLITION PLAN LEGEND CONCRETE SLAB TO BE REMOVED FOR NEW PENETRATION RAISED FLOOR
SYSTEM TO BE REMOVED REMOVAL AND REINSTALLATION OF CEILING AS NOTED WALL TO REMAIN WALL TO BE DEMOLISHED. INTERIOR PARTITION WALLS TO BE REMOVED ARE CONCRETE MASONRY UNLESS OTHERWISE
NOTED. DOOR AND FRAME TO BE DEMOLISHED. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
As indicated A1.40 20758.00 11/30/2018 LEVEL 4 - PHASE 1 DEMO DEMOLITION KEYNOTES 1.10REMOVE EXISTING PARTITION UP TO 3" BELOW EXISTING CEILING. 1.11NEW OPENING WITHIN EXTERIOR WALL.
#DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02
A2.00LEVEL 0 - OVERALL PLAN.pdf
UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0" 10' - 10"15' -
5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 15'
- 2 1/2" 9' - 5" 16' - 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2" 20' - 0"20' - 0"20' - 0" 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12'
- 0"20' - 0"20' - 0" S1 R1 4A 22 5.1 23.126.1 A4.00 1 10 SF 129 13 SF B00UG 38 SF B00TB 72 SF B00UR 79 SF B00JB 129 SF B45 138 SF B00UM 118 SF 138 178 SF B00CD 159 SF 141 238 SF B00SB
280 SF B08 240 SF B00SA 301 SF B59 320 SF B54 320 SF B50 320 SF B52 320 SF B48 320 SF B46 1359 SF B49 384 SF B00UL 425 SF B40A 477 SF B56 514 SF B06 521 SF B40 672 SF B53 666 SF B55
684 SF B57 799 SF B02 812 SF B78 1100 SF B14 B00UN 1093 SF 180 2332 SF B00CA 51 SF 182 157 SF 183 1133 SF B01 1164 SF B05 1935 SF B40B 82 SF B00EB 14 SF B00UB 14 SF B00UC 45 SF B40C
B00UP 384 SF B00UH 214 SF B00UE 475 SF B00UF 328 SF B00UD 341 SF B14A 159 SF B14C 154 SF B14B 1098 SF B11 MECHANICAL AHU RO SKID CA SKID VAC SKID CA SKID CA SKID SP SKID WORK AREA Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" A2.00 20758.00 11/30/2018
LEVEL 0 - OVERALL PLAN #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A2.10LEVEL 1 - OVERALL PLAN.pdf
UP UP UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12'
- 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 15' - 2 1/2" 9' - 5" 16' - 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2"
10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2"5' - 0" 20' - 0"20' - 0"20' - 0" 4' - 0"19' -
0"20' - 0"20' - 0"19' - 0"1' - 0" S1 4A 22 5.1 23.126.1 WORK AREA 35 SF 100CL 79 SF 100EB 55 SF 100CK 60 SF 167F 77 SF 132 72 SF 100CG 80 SF 100CJ 95 SF 100CE 119 SF 142A 107 SF 126
111 SF 155B 125 SF 100CF 147 SF 155A 138 SF 144 142 SF 165B 164 SF 145B 141 SF 120B 156 SF 148 150 SF 148A172 SF 142 140 SF 100TA 192 SF 130 225 SF 100SB 149 SF 100CC 245 SF 100SA 281
SF 116 286 SF 114 316 SF 100CD 363 SF 102 378 SF 106 391 SF 104 375 SF 108 414 SF 115 474 SF 110 490 SF 124 556 SF 103 560 SF 105 578 SF 107 385 SF 100UC 607 SF 101 403 SF 146 781 SF
128 856 SF 145 813 SF 120 1253 SF 165 2092 SF 100CB 100UA 1277 SF 100CA 2796 SF 155 100JA 100UB 463 SF 100CH 42 SF 100UF 48 SF 100CN 14 SF 100JC 44 SF 100CR 155 SF 100SC68 SF 100EA
69 SF 100TC 28 SF 100JB 15 SF 100UD 90 SF 100TB 18 SF 145A 40 SF 100CM 30 SF 167G 45 SF 100TD 73 SF 100UR 922 SF 218 A4.10 1 2.01 237 SF 160 619 SF 158 157 SF 158B 167 SF 156 158 SF
152 343 SF 162 566 SF 170 200 SF 170A 145 SF 170B 153 SF 169 125 SF 168 176 SF 167A 222 SF 167B120 SF 167C 121 SF 167D 120 SF 167E 591 SF 167 Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" A2.10 20758.00 11/30/2018 LEVEL 1 - OVERALL PLAN FLOOR
PLAN KEYNOTES 2.01INSTALL NEW ACCESSIBLE DRINKING FOUNTAIN. PATCH AND PAINT WALL TO MATCH EXISTING. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A2.20LEVEL 2 - OVERALL PLAN.pdf
M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20'
- 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2" 4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 15'
- 2 1/2" 9' - 5" 16' - 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2" 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0" 20'
- 0"20' - 0"20' - 0" S1 R1 4A 22 5.1 23.126.1 WORK AREA 53 SF 201B 29 SF 200SE 79 SF 200EB 32 SF 200SD 33 SF 255A 28 SF 255B 97 SF 226 109 SF 200CC 181 SF 201A 135 SF 200TA 251 SF 200SB
252 SF 200TB 297 SF 232 297 SF 214 315 SF 252 315 SF 250 315 SF 244 315 SF 254 315 SF 246 315 SF 256 393 SF 204 396 SF 215 376 SF 208 380 SF 212 394 SF 210 349 SF 202 487 SF 224 485
SF 222 506 SF 228 356 SF 201 544 SF 211 556 SF 203 560 SF 205 562 SF 209 560 SF 207 681 SF 267 1341 SF 245 1101 SF 200CB 1917 SF 255 20 SF 200UC 163 SF 200SC 70 SF 200EA 15 SF 200JC
27 SF 200JB 22 SF 200JA 16 SF 200UA 15 SF 200UB 2692 SF 200CA 66 SF 200UR 93 SF 206A 261 SF 206 A4.20 1 507 SF 216 810 SF 218 243 SF 230 106 SF 230B 101 SF 230A 315 SF 248 2.01 654
SF 269 169 SF 276B 159 SF 276C 2294 SF 276 408 SF 276D 44 SF 258 69 SF 200TC 455 SF 260 133 SF 260A 115 SF 276A Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
-Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" A2.20 20758.00 11/30/2018 LEVEL 2 - OVERALL PLAN FLOOR PLAN KEYNOTES 2.01INSTALL NEW ACCESSIBLE
DRINKING FOUNTAIN. PATCH AND PAINT WALL TO MATCH EXISTING. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A2.30LEVEL 3 - OVERALL PLAN.pdf
M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O 101315 15 16 16 17 17 U 18192021 2425 2326 9111214 10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20'
- 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 15' - 2 1/2" 9' - 5" 16' - 9" 9' - 5" 12' - 2 1/2"
20' - 0" 20' - 3 1/2" 20' - 0"20' - 0"20' - 0" 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"20' - 0"20' - 0" 4' - 0"19' - 0"20' - 0"20'
- 0"19' - 0"1' - 0" S1 R1 4A 22 5.1 23.126.1 WORK AREA 77 SF 300UR 87 SF 300JC 100 SF 345B 100 SF 345C 99 SF 345A 108 SF 318B 104 SF 300CC 118 SF 318 179 SF 342 168 SF 300SC 137 SF
300T 40 SF 300TA 234 SF 300SB 242 SF 300SA 269 SF 318A 298 SF 314 347 SF 352347 SF 350 347 SF 354 347 SF 356 347 SF 348 347 SF 346 347 SF 340 366 SF 312 352 SF 306 371 SF 308 394 SF
310 511 SF 316 530 SF 305 528 SF 309 572 SF 303 573 SF 307 579 SF 301 565 SF 311 692 SF 343 384 SF 345 752 SF 304 1092 SF 300CB 21 SF 300JA 79 SF 300EB 16 SF 300UA 15 SF 300UB 14 SF
300UD 68 SF 300EA 26 SF 300JB 19 SF 300UC 207 SF 343A A4.30 1 169 SF 358 347 SF 344 249 SF 342A 2.01 743 SF 362 1601 SF 367 167 SF 367F 264 SF 367E 156 SF 367D 158 SF 367C87 SF 367A
99 SF 367B 156 SF 360 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" A2.30
20758.00 11/30/2018 LEVEL 3 - OVERALL PLAN FLOOR PLAN KEYNOTES 2.01INSTALL NEW ACCESSIBLE DRINKING FOUNTAIN. PATCH AND PAINT WALL TO MATCH EXISTING. #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION
A2.40LEVEL 4 - OVERALL PLAN.pdf
UP UP UP UP M L K J I H G F E D C B A N 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S O 101315 15 16 16 17 17 U 18192021 2425 2326 R1 4A 22 70 SF 403C 91 SF 400CA 113 SF 403B 112 SF 403D 136 SF
400UA 104 SF 400CC 187 SF 400SB 200 SF 403A 412 SF 400UC 1131 SF 403 197 SF 400SC 57 SF 400EA 3623 SF 4P0UA 171 SF 400SA A4.40 1 10' - 10"15' - 5 1/2"13' - 10"6' - 2"15' - 0"20' - 0"20'
- 0"60' - 0"20' - 0"20' - 0" 4' - 0"19' - 0"20' - 0"5' - 0"15' - 0"20' - 0" 20' - 0"20' - 0"20' - 0" 20' - 3 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 15' - 2 1/2" 9' - 5" 16'
- 9" 9' - 5" 12' - 2 1/2" 20' - 0" 20' - 3 1/2" 10' - 10"15' - 5 1/2"25' - 0"10' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 8 1/2"15' - 3 1/2"20' - 0"25' - 3 1/2"5'
- 0" 572 SF LAB WRITE-UP WORK AREA WORK AREA EXHAUST FAN SHAFT Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" A2.40 20758.00 11/30/2018 LEVEL 4 - OVERALL PLAN #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02
A4.00LEVEL 0 - ENLARGED PLAN.pdf
2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U 9 4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +4A Q1 MECHANICAL B2B2 B00UA 5.1 10' - 10" +-15' - 5 1/2" +-13' - 10" +-6' -
2" +-15' - 0" +-20' - 0" +-20' - 0" +WORK AREA NEW MECHANICAL LOUVER & TUBE SUPPORT NEW STRUCTURAL POSTS 4.28 NEW AREAWAY. SLOPE SLAB TO DRAIN 1 A8.00 NEW OPENINGS ABOVE FOR NEW DUCT
PENETRATIONS. MAINTAIN 2HR FIRE RATING FOR HORIZONTAL SHAFT ENCLOSURE ABOVE. 17' - 10" R.O. 4.424.424.42 4.42 B78 B59 B56B54B52 B57B55 B00UC B00UB B00CA 4.42 4.42 4.42 4.42 4'-0"2'-4"1'-9"2'-3"2'-4"
4'-0"2'-4"4'-4"2 1/2" 9" 1'-9" 6'-8" 10'-4" 8'-3"4'-0" 4'-0" 1'-0" 4 3/4"10'-4"1 1/4"10'-0"5'-5 1/2" 1'-5"6'-0" 4'-4" 1'-1 3/4" 19'-5"1'-4 3/4" 3'-3"9'-7" VERIFY DIMENSIONS W/ EQUIPMENT
SELECTION VERIFY DIMENSIONS W/ EQUIPMENT SELECTION VERIFY DIMENSIONS W/ EQUIPMENT SELECTION 4.29 INTERIOR FINISH LEGEND A FLOOR RESINOUS FLOORING TYPE 1 BASEWALLCEILING BSEALED CONCRETE
1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS OTHERWISE NOTED 2NO CEILING, PAINT EXPOSED STRUCTURE & MEP 1ACOUSTICAL PANEL CEILING 3BAFFLE CEILING 2RUBBER BASE CCARPET
CPT-14EXISTING TO REMAIN 4GYPSUM BOARD CEILING BHIGH PERFORMANCE PAINT 3PORCELAIN TILE BASE DPORCELAIN TILE CHIGH PERFORMANCE PAINT & CERAMIC TILE WAINSCOT EEXISTING TO REMAIN DEXISTING
TO REMAIN5EXISTING TO REMAIN FMATCH EXISTING GRESILIENT TILE HCARPET CPT-2 ENLARGED PLANS GENERAL NOTES A. ALL NEW WALL PARTITIONS TO BE TYPE B UNLESS OTHERWISE NOTED. SEE SHEET A9.00
FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS. B. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C. AND SHOWN FOR COORDINATION PURPOSES ONLY. C. SEE A9.02 FOR FLOOR TRANSITIONS AND
BASE DETAILS. D. COORDINATE SIZE AND LOCATION OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT CONCRETE PADS WITH EQUIPMENT PROVIDED. Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" A4.00 20758.00 11/30/2018 LEVEL 0 - ENLARGED PLAN FLOOR PLAN KEYNOTES 4.28FLOOR
DRAIN. 4.29NEW WALL. PATCH AND PAINT TO MATCH EXISTING. 4.42NEW 6" CONCRETE HOUSEKEEPING PAD #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02
A4.10LEVEL 1 - ENLARGED PLAN.pdf
2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U 9 4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +S1 R1 4A Q1 5.1 LAB WRITE-UP C4D5 162 LAB WRITE-UP C4D5 160 LAB WRITE-UP C4D5
158 OFFICE E4D5 158B LAB WRITE-UP E4D5 170 LAB WRITE-UP E4D5 170A LAB WRITE-UP E4D5 170B LAB WRITE-UP E4D5 169 OFFICE E4D5 168 OFFICE E4D5 167A CONFERENCE ROOM E4D5 167B OFFICE E4D5
167C OFFICE E4D5 167D OFFICE E4D5 167E 10' - 10" +-15' - 5 1/2" +-13' - 10" +-6' - 2" +-15' - 0" +-20' - 0" +-20' - 0" +WORK AREA OFFICE E4D5 156 OFFICE E4D5 152 4.29 P3 COLLABORATION
E4D5 167 4.14 4.14 J1 J1 J1 4.14 4.29 170A 165 165B 100CJ 167F167G 100SA 100CA 100UB 100UA 100JA 158BA 4.21 4.29 4.29 100A EQ 6'-0" EQ J1 10'-3" NEW GYPSUM BOARD PARTITION W/ WOOD TRIM
SIMILAR TO EXISTING CORRIDOR 4.14 4'-6" INTERIOR FINISH LEGEND A FLOOR RESINOUS FLOORING TYPE 1 BASEWALLCEILING BSEALED CONCRETE 1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE
P1, UNLESS OTHERWISE NOTED 2NO CEILING, PAINT EXPOSED STRUCTURE & MEP 1ACOUSTICAL PANEL CEILING 3BAFFLE CEILING 2RUBBER BASE CCARPET CPT-14EXISTING TO REMAIN 4GYPSUM BOARD CEILING BHIGH
PERFORMANCE PAINT 3PORCELAIN TILE BASE DPORCELAIN TILE CHIGH PERFORMANCE PAINT & CERAMIC TILE WAINSCOT EEXISTING TO REMAIN DEXISTING TO REMAIN5EXISTING TO REMAIN FMATCH EXISTING GRESILIENT
TILE HCARPET CPT-2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" A4.10
20758.00 11/30/2018 LEVEL 1 - ENLARGED PLAN FLOOR PLAN KEYNOTES 4.14WHITE BOARD & TACKBOARD WALL COVERING. 4.21REMOVE DOOR AND FRAME. EXPAND OPENING. 4.29NEW WALL. PATCH AND PAINT TO
MATCH EXISTING. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02
A4.20LEVEL 2 - ENLARGED PLAN.pdf
2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U U 9 4' - 0" +-19' - 0" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +10'-10" +-15'-5 1/2" +-20'-0" +-15'-0" +-20'-0" +-20'-0" +S1 R1 4A Q1 5.1
TISSUE CULTURE (MAMMALIAN) A1A1 276B TISSUE CULTURE (BACTERIAL) A1A1 276C GLASSWASH A1B1 276A LAB WRITE-UP H2A3 260 LAB WRITE-UP H2A3 269 OPEN RESEARCH LAB A1A2 276 A5.202 1 EQ-RY-26EQ-RY-15
EQ-RY-29 EQ-RY-28 EQ-RY-19 EQ-RY-38 EQ-RY-39 EQ-RY-30EQ-RY-31 EQ-RY-13 EQ-RY-20 EQ-RY-01 EQ-RY-02 EQ-RY-49 EQ-RY-07 EQ-CA-39 EQ-RY-22 EQ-CA-29 EQ-RY-50 EQ-RY-46 EQ-CA-43 iCVD ROOM A1A1
276D EQ-CA-34 EQ-RY-25 EQ-RY-47 EQ-RY-14 EQ-RY-44 EQ-CA-38 EQ-CA-19 EQ-CA-27 EQ-CA-40 EQ-CA-08 EQ-CA-05 EQ-CA-06 EQ-CA-07 EQ-CA-01 EQ-CA-02 EQ-CA-03 EQ-CA-04 EQ-CA-23 EQ-CA-09 EQ-RY-17
EQ-RY-33 EQ-RY-37 EQ-CA-31 EQ-CA-26 EQ-CA-25 EQ-CA-22 EQ-CA-21 EQ-CA-13 EQ-CA-11EQ-CA-12EQ-CA-10 EQ-RY-12 EQ-RY-41 EQ-RY-36 EQ-CA-44 EQ-CA-32 EQ-CA-28 WORK AREA EQ-CA-18 EQ-CA-14 EQ-CA-15
EQ-CA-17 EQ-CA-16 EQ-CA-24 EQ-CA-46 EQ-CA-47 EQ-CA-45 P3 P3 A9.20 3 EQ-CA-33 EQ-RY-10 • V • N2 EQ-RY-09 EQ-RY-06 EQ-RY-03 EQ-RY-04 EQ-RY-05 EQ-CA-37 4.01 4.11 4.11 4.11 4.13 4.224.224.224.22
4.26 4.024.02 4.02 4.02 4.02 4.02 4.02 4.22 4.27 4.27 4.28 4.28 4.04 4.04 EQ-CA-20 EQ-RY-21 EQ-RY-16 EQ-RY-32 EQ-RY-27 PLUMBING 200UB ELECTRICAL 200UA 4.05 4.14 4.14 4.17 4.17 4.18
4.17 4.16 4.31 B1 B2 L B1 L K1 K1 L L K 4.22 ACCESSIBLE RESTROOM D3C1 200TC L 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.304.304.30 4.30 4.34 4.34 4.34 4.18 B1 B2 EXISTING FLOORING 4.38 4.38
4.39 4.17 B2 SHAFT CARD READER CARD READER CARD READER CARD READER CARD READER • V • CA • V • CA • V • N2 • CA • CO2• CO2 • V • CA K • CO2 EQ-CA-36 EQ-CA-41 • V • CA • N2 • V • CA •
N2 • N2 • N2 4.19 4.19 A5.20 3 4 A5.23 2 1 3 A5.21 2 1 34 • NG Water Bath 4.19 A5.24 8 6 7 5 A5.23 56 7 A5.22 1 4 23 A5.22 10 11 12 9 A5.22 5 7 8 6 B2 4.27 A5.24 4 3 4.10 4.10 4.10
4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.104.10 4.07 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA•
N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2• V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 4.07 4.07 4.07 A5.22 13 14 15 16 2
1 4 • V• CA• N2 • V• CA• N2 • V• CA• N2• V• CA• N2• V• CA• N2• V• CA• N2 B1 K1 B3 K1 B1 A B2 • V • CA • N2 • V • CA • N2 4.25 4.25 4.25 8' - 8 1/2" • V • CA • N2 • V • CA • N2 • V •
CA • N2 9' - 7" 2' - 7"5' - 8"9' - 1" NEW RESILIENT FLOORING EXISTING FLOORING NEW RESILIENT FLOORING 4.41 4.25 4.07 260A 276DA 276AA 276CA 200UAA200UBA 256254252 267 200CA 255 276A
• V • CA • N2 • NG • CA • V • N2 BELOW 269A 200TCA 269B 276BA 260B 9" ±12' - 1"5' - 5 3/4"1' - 3"5 1/4" ± A5.21 5 4.28 4.07 4.074.07 4.074.07 4.07 4.07 4.07 5' - 2 3/4" 5' - 2" 4' -
10" • V • CA • N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 4.07 4.10 4.10 8' - 9"7' - 7 1/4" 10' - 3" 10' - 3" 10' - 3" 10' - 0" 10' - 0" 9' - 7 1/4" • N2 4.31 276DB 4.14 1' - 1 3/8"6' -
5"4 7/8" CO2 CLOSET 200JA 9' - 9 3/8"10' - 0"10' - 0" 2' - 7" 4 7/8"10' - 0"4 7/8" L B A5.23 10 8 9 COMMON AREA G2A2 260A EQ-RY-40 4 7/8" 11' - 7 3/8"11' - 6 1/4"11' - 6 1/4" 5 1/4"
± 6" 18' - 7 1/4" 5"7'-6 1/2"5"10'-6 1/2" 4" 1'-9" 6'-5" 4 1/4" ± 9' - 11"9' - 10"10' - 4"4 7/8" 14'-9 1/4" 7 3/4" ± 6" 7 1/4" 11'-2 1/4" 3'-8 1/2" 7'-6 1/4" 5" 7 1/4" 7 1/4" 5'-0"
4 1/4" ± 1'-3" 14'-5 1/4" 5" 5" 10 3/4" ± L B L L L B B B B B B2 B BB1 A B B B B B B K 4.43 4.43 4.43 4.43 4.43 4.14 LINE OF SOFFIT ABOVE 4.33 4.44 4.40 ADJ. HEIGHT 9 A9.11 A9.01 9
TYP A9.01 9 TYP TYP. TYP. L L TYP. LTYP. SHAFT 4.05 4.45 • O • AR • O • AR • O • AR 4.46 4.46 4.46 4.46 4.46 4.46 4.34 4.34 4.05 4.05 4.114.114.11 4.11 6'-0" ± 200JAA K1 B1 INTERIOR
FINISH LEGEND A FLOOR RESINOUS FLOORING TYPE 1 BASEWALLCEILING BSEALED CONCRETE 1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS OTHERWISE NOTED 2NO CEILING, PAINT EXPOSED
STRUCTURE & MEP 1ACOUSTICAL PANEL CEILING 3BAFFLE CEILING 2RUBBER BASE CCARPET CPT-14EXISTING TO REMAIN 4GYPSUM BOARD CEILING BHIGH PERFORMANCE PAINT 3PORCELAIN TILE BASE DPORCELAIN
TILE CHIGH PERFORMANCE PAINT & CERAMIC TILE WAINSCOT EEXISTING TO REMAIN DEXISTING TO REMAIN5EXISTING TO REMAIN FMATCH EXISTING GRESILIENT TILE HCARPET CPT-2 ENLARGED PLANS GENERAL
NOTES A. ALL NEW WALL PARTITIONS TO BE TYPE B UNLESS OTHERWISE NOTED. SEE SHEET A9.00 FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS. B. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C.
AND SHOWN FOR COORDINATION PURPOSES ONLY. C. SEE A9.02 FOR FLOOR TRANSITIONS AND BASE DETAILS. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code
Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost
Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G.
Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" A4.20 20758.00 11/30/2018 LEVEL 2 - ENLARGED PLAN FLOOR PLAN KEYNOTES 4.33EPOXY COUNTER, WOOD BASE
CABINETS BELOW. 4.34EPOXY COUNTER, WOOD BASE CABINETS BELOW. ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF WITH INTEGRAL LED TASK LIGHT. 4.386' BIOSAFETY CABINET. OWNER FURNISHED, CONTRACTOR
INSTALLED. 4.394' BIOSAFETY CABINET. OWNER FURNISHED, CONTRACTOR INSTALLED. 4.406' ADJUSTABLE HEIGHT FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. MOBILE ACID & FLAMMABLE STORAGE BELOW.
4.411-HR FIRE-RATED INTERIOR GLAZING SYSTEM. 4.43CORNER GUARD TRIM. SEE DETAIL 5/A9.01 4.44MOVABLE WOOD CABINET WITH EPOXY COUNTERTOP. SEE DETAIL 6/A9.20. 4.45CO2 CYLINDER GAS MANIFOLDS
AND CYLINDER RESTRAINTS. 4.46PROVIDE GLASS VISION PANEL AT SIDE OF FUME HOOD. FLOOR PLAN KEYNOTES 4.01AUTOCLAVE. 4.026' FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. ACID & FLAMMABLE STORAGE
BELOW. 4.04SAFETY STATION. 4.05SNORKEL EXHAUST. 4.07LABORATORY CASEWORK TABLE WITH EPOXY COUNTER. SEE DETAILS 4 & 5/A9.20. 4.10FREESTANDING METAL CASEWORK WITH UPPER WOOD SHELVES.
FRAME HUNGE WOOD CABINETS. PROVIDE EXTENDED TOP SHELF FOR INTEGRAL LED TASK LIGHT. SEE DETAIL 3/A9.20 4.11FULL HEIGHT WOOD CABINETS WITH GLASS FRONTS. 4.13LABORATORY ICE MACHINE W/
RODI. 4.14WHITE BOARD & TACKBOARD WALL COVERING. 4.16ACOUSTIC PANEL WALL COVERING. 4.17EPOXY COUNTER W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH, WOOD BASE CABINETS BELOW, ADJUSTABLE WOOD
SHELVES ABOVE, TOP SHELF W/ INTEGRAL LED TASK LIGHT. 4.18ACCESSIBLE EPOXY COUNTER W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH, WOOD BASE CABINETS BELOW, ADJUSTABLE WOOD SHELVES ABOVE,
TOP SHELF W/ INTEGRAL LED TASK LIGHT. 4.19LAB COAT HOOKS. 4.22GAS CYLINDERS WITH CYLINDER RESTRAINTS. 4.25WOOD PANELS. 4.26UNDERCOUNTER LAB DISHWASHER. 4.27RECESSED FIRE EXTINGUISHER
CABINET. SEE DETAIL 4/A9.11. 4.28FLOOR DRAIN. 4.30NEW SOLID SURFACE WINDOW SILL. 4.3115" DEEP STORAGE CABINET. EPOXY COUNTERTOP INTEGRAL WITH EPOXY WINDOW SILL. #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION 212/18/18ADDENDUM 01 301/07/19ADDENDUM 02
A4.30LEVEL 3 - ENLARGED PLAN.pdf
2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U U 9 10'-10" +-15'-5 1/2" +-25'-0" +4'-0" +-19'-0" +-20'-0" +-20'-0" +-19'-0" +-1'-0" +S1 R1 4A Q1 RESEARCH LAB A1A2 367 LIGHT SCATTERING A1A1
367B SUPPORT 1 A1A1 367D LAB WRITE-UP H2A3 362 E-BEAM DEPOSITION ROOM A1A1 367F A5.30 2 1 EQ-NA-10 EQ-NA-16 EQ-NA-15 EQ-NA-14 EQ-NA-05 SUPPORT 2 A1A1 367C EQ-NA-01 EQ-NA-03 EQ-NA-06
EQ-NA-11 EQ-NA-12 EQ-NA-13 EQ-NA-18 EQ-NA-20 EQ-NA-21 EQ-NA-22 EQ-NA-32 EQ-NA-33 EQ-NA-34 EQ-NA-36 EQ-NA-37EQ-NA-38EQ-NA-40 EQ-NA-42 EQ-NA-42EQ-NA-42 EQ-NA-49 EQ-NA-50 EQ-NA-16EQ-NA-16
Ventilated Enclosure, NIC Ventilated Enclosure, NIC EQ-NA-14 EQ-NA-23 EQ-NA-24EQ-NA-26 FLUORESCENCE MICROSCOPE A1A1 367A LAB EQUIPMENT A1A1 367E WORK AREA EQ-NA-48 EQ-NA-47 EQ-NA-46
EQ-NA-43 EQ-NA-43 EQ-NA-44 EQ-NA-45 EQ-NA-04 10'-10" +-15'-5 1/2" +-20'-0" +-15'-0" +-20'-0" +-20'-0" +-12'-0" +ELECTRICAL 300UA PLUMBING 300UB STAIRS 300SA C B B B2 B2 K K P3 B1 K1
K1 B1 L B1 L L 10'-0" +-20'-0" +-20'-0" +4.03 4.12 4.02 4.27 4.27 4.284.28 4.04 4.04 L 4.22 4.304.304.304.304.30 4.30 4.30 4.30 4.30 4.30 4.33 4.34 B 4.16 4.16 4.34 4.34 4.34 4.34 4.34
4.41 4.174.18 B1B1 K1 L C 4.34 4.25 A9.20 3 SIM. 7 A9.11 EXISTING ROOF SHAFT CARD READER CARD READER 4.40 • N2 • CA • N2 EQ-NA-02 EQ-NA-07 EQ-NA-09 EQ-NA-08 EQ-NA-19 EQ-NA-41 11' -
7 1/8"7 1/4"2' - 7"17' - 0 1/8"6" ± 30' - 0" 4 3 A5.314 3 A5.312 1 A5.33 2 A5.315 6 A5.32 45 A5.323 1 4.19 CONFERENCE ROOM C2A3 360 4.24 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA•
N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2
• V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 4.104.10 4.104.10 4.10 4.10 4.10 4.10 4.104.10 4.104.10 4.104.10 4.10 4.10 4.104.10 4.104.10 4.104.10 4.104.10 8' - 2 5/16"10'
- 0"10' - 9 13/16"10' - 9 15/16"10' - 0"10' - 0"11' - 8" 6 2 A5.32 A5.32 10 7 89 1 A5.31 10 9 8 3' - 0"6' - 1 5/8"6' - 5 7/8"5' - 3"7 1/4"27' - 1 3/4"4' - 1 3/8"7' - 0"4 7/8"7' - 3
7/8"4' - 9 1/8"5' - 0 1/8"11' - 11 5/8" 2' - 6"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"2' - 6" 4 7/8" 9' - 3 1/8" ± 9' - 11 1/2"4 7/8"9' - 6"4 7/8" 7 B1 B1B B1 K1 K1 4.14 4.14 4.14 4.14
TV 80" 4.25 4.41 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 • V• CA• N2 367B 300UBA 300UAA 358356354352 367A 360A 367FA4.10 4.12 11 • V• CA• N2 A5.33 3 4 5 • V • CA • N2 • V •
CA • N2 • V • CA • N2 • V • CA • N2 • V • CA 20'-3 3/4" 7' - 6 1/2"4' - 2" 5' - 0" 4 7/8" 14' - 3 7/8" 3' - 3 7/8" 13' - 4" 11' - 0 1/4" 4 1/4" ± 26' - 11 1/4" ± 4 1/4" 362A 4 7/8"
6" A 4 1/4" ±15' - 2" 7 A9.11 4.17 SHAFT P3 6" ± 5 1/2" 5 1/2" 1' - 0 1/2" 12' - 2 5/8"4 7/8" 4 7/8" 15' - 2 5/8" 4 7/8" 8' - 3" 4 7/8" 5' - 9 5/8" 3' - 4" 10 7/8" 5" ± B B B B B L
K K 4.43 4.43 4.434.43 4.44 4.33 ADJ. HEIGHT EXPANDABLE ACOUSTIC CLOSURE PANEL TO GLASS 9 A9.11 A9.01 9 TYP A9.01 9 TYP A9.01 9 TYP 4.14 CARD READER B1 B1 IDF E4A5 355 LINE OF SOFFIT
ABOVE 5' - 5 7/8"4 7/8"6' - 4" 367BA 367AA 4.43 4.43 4.07 4.07 4.43 4.36 4.36 300JAA K1 B1 B1 EXPANDABLE ACOUSTIC CLOSURE PANEL TO MULLION A9.11 11 INTERIOR FINISH LEGEND A FLOOR RESINOUS
FLOORING TYPE 1 BASEWALLCEILING BSEALED CONCRETE 1INTEGRAL COVE BASEAPAINT; ALL PAINT COLOR TO BE TYPE P1, UNLESS OTHERWISE NOTED 2NO CEILING, PAINT EXPOSED STRUCTURE & MEP 1ACOUSTICAL
PANEL CEILING 3BAFFLE CEILING 2RUBBER BASE CCARPET CPT-14EXISTING TO REMAIN 4GYPSUM BOARD CEILING BHIGH PERFORMANCE PAINT 3PORCELAIN TILE BASE DPORCELAIN TILE CHIGH PERFORMANCE PAINT
& CERAMIC TILE WAINSCOT EEXISTING TO REMAIN DEXISTING TO REMAIN5EXISTING TO REMAIN FMATCH EXISTING GRESILIENT TILE HCARPET CPT-2 ENLARGED PLANS GENERAL NOTES A. ALL NEW WALL PARTITIONS
TO BE TYPE B UNLESS OTHERWISE NOTED. SEE SHEET A9.00 FOR PARTITION TYPES AND A9.01 FOR TYPICAL DETAILS. B. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C. AND SHOWN FOR COORDINATION
PURPOSES ONLY. C. SEE A9.02 FOR FLOOR TRANSITIONS AND BASE DETAILS. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" A4.30 20758.00 11/30/2018 LEVEL 3 - ENLARGED PLAN FLOOR PLAN KEYNOTES 4.026' FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. ACID &
FLAMMABLE STORAGE BELOW. 4.034' FUME HOOD W/ CUP SINK. VAC, NITROGEN, COMPRESSED AIR. ACID & FLAMMABLE STORAGE BELOW. 4.04SAFETY STATION. 4.07LABORATORY CASEWORK TABLE WITH EPOXY COUNTER.
SEE DETAILS 4 & 5/A9.20. 4.10FREESTANDING METAL CASEWORK WITH UPPER WOOD SHELVES. FRAME HUNGE WOOD CABINETS. PROVIDE EXTENDED TOP SHELF FOR INTEGRAL LED TASK LIGHT. SEE DETAIL 3/A9.20
4.126' FUME HOOD W/ CUP SINK. VAC, NITROGEN, COMPRESSED AIR. ACID & FLAMMABLE STORAGE BELOW. 4.14WHITE BOARD & TACKBOARD WALL COVERING. 4.16ACOUSTIC PANEL WALL COVERING. 4.17EPOXY COUNTER
W/ INTEGRAL EPOXY SINK W/ RODI, EYE WASH, WOOD BASE CABINETS BELOW, ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF W/ INTEGRAL LED TASK LIGHT. 4.18ACCESSIBLE EPOXY COUNTER W/ INTEGRAL EPOXY
SINK W/ RODI, EYE WASH, WOOD BASE CABINETS BELOW, ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF W/ INTEGRAL LED TASK LIGHT. 4.19LAB COAT HOOKS. 4.22GAS CYLINDERS WITH CYLINDER RESTRAINTS.
4.24FUTURE FUME HOOD. PROVIDE OVERHEAD HVAC FOR FUTURE HOOK-UP. 4.25WOOD PANELS. 4.27RECESSED FIRE EXTINGUISHER CABINET. SEE DETAIL 4/A9.11. 4.28FLOOR DRAIN. 4.30NEW SOLID SURFACE WINDOW
SILL. 4.33EPOXY COUNTER, WOOD BASE CABINETS BELOW. 4.34EPOXY COUNTER, WOOD BASE CABINETS BELOW. ADJUSTABLE WOOD SHELVES ABOVE, TOP SHELF WITH INTEGRAL LED TASK LIGHT. 4.36LIGHT TIGHT
DOOR GASKETING. 4.406' ADJUSTABLE HEIGHT FUME HOOD. VAC, NITROGEN, COMPRESSED AIR. MOBILE ACID & FLAMMABLE STORAGE BELOW. 4.411-HR FIRE-RATED INTERIOR GLAZING SYSTEM. 4.43CORNER GUARD
TRIM. SEE DETAIL 5/A9.01 4.44MOVABLE WOOD CABINET WITH EPOXY COUNTERTOP. SEE DETAIL 6/A9.20. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 301/07/19ADDENDUM
02
A4.40LEVEL 4 - ENLARGED PLAN.pdf
UP UP UP 2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U 9 4A Q1 10' - 10" +-15' - 5 1/2" +-13' - 10" +-6' - 2" +-15' - 0" +-20' - 0" +-20' - 0" +-12' - 0" +10' - 10" +-15' - 5 1/2" +-25' -
0" +1 A8.20 MECHANICAL UNIT PERFORATED ALUMINUM SCREEN W/ CUSTOM FINISH 4' - 0" +-18' - 2" +-10" +-20' - 0" +-20' - 0" +-19' - 0" +-1' - 0" +1 0 1 . 0 0 ° EXISTING ROOF TO REMAIN NEW
ROOF WALKWAY PADS PERFORATED ALUMINUM SCREEN W/ CUSTOM FINISH PATCH EXISTING ROOF AT ALL STEEL TUBE POST CONNECTIONS TO EXISTING ROOF. PATCH EXISTING ROOF AT ALL MECHANICAL PENETRATIONS.
NEW OPENING AT EXISTING MASONRY WALL. PROVIDE STEEL LINTEL AND SEAL PENETRATION. 400UC GALVANIZED METAL GRATE CATWALK. GALAVANIZED STEEL GRATE STAIR & GALVANIZED STEEL GUARDRAIL. 9'-3"
11'-7" 14'-9"2'-6" 1'-3"2'-6"2'-6" 12'-0" 15'-0" 3'-0" 18'-7"2'-6" 1 6 9 . 0 0 ° 3 0 ' 0 " 13'-5" A8.20 8 A8.20 7 TYP A8.20 6 TYP A8.20 4 ROOF GENERAL NOTES A. CONTRACT LIMIT LINES
SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE REQUIRED TO CARRY OUT WORK ADJACENT TO, BUT OUTSIDE INDICATED
LIMITS. B. EXISTING ROOFING TO BE REMOVED AND PATCHED / REPAIRED AS NEEDED FOR STRUCTURAL SUPPORTS OR MECHANICAL AND ELECTRICAL PENETRATIONS. Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" A4.40 20758.00 11/30/2018 LEVEL 4 - ENLARGED PLAN #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION
A4.50ALTERNATE 01 LAYOUTS.pdf
2 134 R S T U R1 4A CONFERENCE ROOM 167B COLLABORATION 167 OFFICE 167A OFFICE 168 OFFICE 167C OFFICE 167D OFFICE 167E P3 P3 P3 6"2'-11" 3'-2 1/2" 2 134 R S T U R1 4A OPEN RESEARCH LAB
276 GLASSWASH 276A TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C CO2 CLOSET 200JA EQ-CA-19P3 P3 EQ-CA-22 P3 9 1/2" 2'-7 3/4" 3'-2 1/2" LAB BENCH 27" DEEP 2 134 R S
T U R1 4A E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E RESEARCH LAB 367 EQ-NA-10 P3 P3 3'-5 1/4" 3'-2 1/2" 6" ± ENLARGED PLANS GENERAL NOTES A. SEE SHEET A9.00 FOR PARTITION TYPES
AND A9.01 FOR TYPICAL DETAILS. B. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C. AND SHOWN FOR COORDINATION PURPOSES ONLY. Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" A4.50 20758.00 01/05/19 ALTERNATE 01 LAYOUTS #DATEDESCRIPTION 101/07/19ADDENDUM
02 SCALE : 1/4" = 1'-0" 1 LEVEL 1 - ALTERNATE LAYOUT SCALE : 1/4" = 1'-0" 2 LEVEL 2 - ALTERNATE LAYOUT SCALE : 1/4" = 1'-0" 3 LEVEL 3 - ALTERNATE LAYOUT NARRATIVE Architectural / Structural
Impact: The proposed shaft in Alternate 01 is a provision for future fume hood use in the Basement. The shaft is for exhaust of those hoods and must be continuous from the Basement
to the roof. It is designed to work with existing structural members to avoid penetrating structural beams and ribs. New openings in the existing concrete slabs are required at the
roof, Level 3, Level 2, and Level 1. The shaft location was selected based on known structural layouts, limiting impact to existing and Phase 1 program spaces, and avoidance of existing
mechanical and electrical equipment which would be costly and time-consuming to relocate. New 2-hr fire rated shaft walls will be required around the interior sides of this shaft. The
shaft requires some rework of the Phase 1 lab spaces on Levels 2 and 3, while still maintaining the desired program, and it reduces the size of an existing conference room on Level
1. On Level 2, it reduces the spacing between benches and would necessitate shallower benches at the east end of the open lab in order to maintain adequate walking space around benches
and fume hoods. On Level 3, the E-Beam Deposition room 367F is reorganized but still contains the desired equipment. The impact on the Basement floor plan is minimal with only headroom
needed for exhaust ductwork. On the roof, the exhaust ductwork would penetrate an open roof area and be connected over to the planned, Phase 1 exhaust fan equipment. Capacity: The new
shaft down to the basement provides inside clear dimensions of approximately 1’-7” x 2’-5” (3.8sf). This can accommodate a 1500 CFM exhaust duct. The new exhaust duct would tie in to
the Phase 1 exhaust fan system (EFA.1 & EF-A.2) on the roof and then run down to the basement via the new shaft. A new supply air duct sized for 1500 CFM would connect to AHU-A in the
basement. The supply duct would be installed in the future and is not part of the scope of this alternate. If the 1500 CFM capacity for supply and exhaust is used in the basement it
will take away some of the capacity for future fume hoods and snorkels that was planned for levels 2 and 3. The area / quantity and program of the lab spaces in the basement would be
constrained by the available CFM. To provide 8 ACH with 1500 CFM, the lab can be no larger than 1125 SF (with 10FT ceiling height). Within that lab, 1500 CFM could accommodate approximately
(1) fume hood at 100 FPM face velocity (850 CFM exhaust) and (3) snorkels (200 CFM/each). If fume hood face velocity or snorkel flow rate were allowed to reduce, additional hoods or
snorkels may be possible. Please also refer to the Memorandum provided by Vanderweil “Cornel Olin Hall Phase 1 – Basement Alternate MEP Narrative” dated 11/14/18. Impact to coordination
and current MEP/F design: This option would require re-work of the E-Beam Deposition room HVAC layout on level 3. Supply ductwork, diffusers and piping would need to be shifted away
from corner to accommodate new shaft. The layout of this room is very tight and the new layout may require the grid to be shifted and/or impact ceiling height. On level 2, the main
supply air duct would need to be off-set via a 45 deg transition to avoid the new shaft in the corner. Nearest supply VAV may need to shift for new main routing. This option would require
rework of plumbing piping in the E-Beam Deposition room to avoid new shaft location.
A5.20INTERIOR ELEVATIONS LEVEL 2.pdf
QRS OU 8' - 6" 12'-10"9'-7 1/4"10'-0"10'-0"10'-3"10'-3"10'-3"8'-9 3/4" SLOTTED METAL CHANNEL SUPPORT SYSTEM 1'-1" Q R SO U HORIZONTAL GLASS SLIDING DOORSHORIZONTAL GLASS SLIDING DOORS
8' - 0" ADJUSTABLE WOOD SHELVES, TYP. SST SAFETY STATION HANDPULL 11'-4" B.O.B. SST SAFETY STATION HANDPULL MARKERBOARDPURE WATER TAP, TYP. 10" 2' - 10" 7' - 0" TYP. EPOXY BACKSPLASH
7" 3' - 1" EPOXY PEGBOARD & DRIP TRAY PAPER TOWEL DISPENSER, OFOI 8' - 6" TYP. 4" 7" 3' - 1" 6"4"6"4" 6" 4" UPPER WOOD SHELF W/ INTEGRAL TASK LIGHT, TYP. 4' - 0" TYP. 2' - 9"1' -
3"1' - 2" 2' - 9" 1' - 3"2' - 6"1' - 0"2' - 9"1' - 3"1' - 2" 8' - 6" TYP. OPEN BEYONDOPEN BEYOND OPEN BEYOND 5' - 0" EQEQ 6' - 0" 1' - 0" BASE 2 A9.22 3 A9.22 3 A9.22 BASE CABINET
W/ INTEGRAL TOE KICK TO ALLOW FOR WHEELCHAIR ACCESS 2 A9.21 1 A9.21 2 A9.21 1 A9.21 2 A9.21 1 A9.21 MARKERBOARD 5"4" 1'-6" 7"4'-6"5"4" 3'-7"3'-8" 2 13 12'-1" V.I.F. BOTTOM OF BEAM BEYOND
11' - 4" WOOD PANEL 8' - 6" 2' - 0" ALUMINUM ELECTRICAL RACEWAY ACOUSTIC WALL PANELS 3' - 10" 4'-0" CARD READER SLOTTED METAL CHANNEL SUPPORT SYSTEM21 3 HINGED WOOD PANEL FOR ELECTRICAL
PANEL ACCESS BEHIND WOOD PANEL LAB COAT HOOKS 6' - 3"2' - 9"2' - 9" 7"6' - 0" 2 A9.11 1 A9.11 BASE, TYP. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building
1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase
1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" A5.20 20758.00 11/30/2018 INTERIOR ELEVATIONS LEVEL 2 SCALE: 3/8" = 1'-0" 1 LEVEL 2 - OPEN LAB
NORTH ELEVATION SCALE: 3/8" = 1'-0" 2 LEVEL 2 - OPEN LAB SOUTH ELEVATION SCALE: 3/8" = 1'-0" 4 LEVEL 2 - LAB ENTRY EAST SCALE: 3/8" = 1'-0" 3 LEVEL 2 - LAB ENTRY WEST #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION
A5.21INTERIOR ELEVATIONS LEVEL 2.pdf
21 3 4 6 8' - 6" HORIZONTAL GLASS SLIDING DOOR 8' - 6" 3' - 1" BASE, TYP. EQEQ SLOTTED METAL CHANNEL & STRAP CYLINDER RESTRAINTS TO BENCH 2 1346 WOOD PANEL LAB COAT HOOKS ADJUSTABLE
SHELVING 8' - 6" 1' - 0" BASE, TYP. ALIGN EPOXY COUNTER W/ 4" EPOXY BACKSPLASH 3' - 4" 1' - 1" 3' - 3 3/4" 4' - 0" EQEQ 5' - 0" 1' - 6"2' - 0" 7' - 0" BACKSPLASH RETURN AT WINDOWS,
TYP. 3' - 11" 3' - 4" 2' - 5 1/2" 2' - 5 1/2"2' - 6" 2' - 6" 2' - 6" 2' - 6"3' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0"2' - 6" 2' - 6" 2' - 6" 2' - 6" U 3' - 5" 3' - 1"7" 3' - 0"3' - 0"
OPEN BEYOND PAPER TOWEL DISPENSER, OFOI BASE EPOXY BACKSPLASH 1' - 9"1' - 6"2' - 9"1" 1 A9.21 4"7" 4" 11"5"3' - 8" 2 A9.21 S U 3' - 0"6' - 0"3' - 0" 10"4"3' - 10"1' - 0" 1' - 0" 10"
4" 3' - 5" 3' - 1" 4 64A 3' - 5" 3' - 1" 9" 8' - 10"9" 4 3/4" 1' - 0"7' - 10 1/16"9"5"11 1/2"8' - 10" 9' - 11 3/4"10' - 0" 9" BASE, TYP. 9"9"9"9" Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" A5.21 20758.00 11/30/2018 INTERIOR ELEVATIONS LEVEL 2 SCALE:
3/8" = 1'-0" 1 LEVEL 2 - EQUIPMENT CORRIDOR WEST SCALE: 3/8" = 1'-0" 2 LEVEL 2 - EQUIPMENT CORRIDOR EAST SCALE: 3/8" = 1'-0" 3 LEVEL 2 - EQUIPMENT CORRIDOR NORTH SCALE: 3/8" = 1'-0"
4 LEVEL 2 - EQUIPMENT CORRIDOR SOUTH SCALE: 3/8" = 1'-0" 5 LEVEL 2 - EQUIPMENT SERVICE WALL #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A5.22INTERIOR ELEVATIONS LEVEL 2.pdf
3 UPPER SHELF W/ INTEGRAL LIGHT LAB ICE MACHINE 3' - 0"3' - 0"3' - 0" UPPER WOOD SHELF W/ INTEGRAL LIGHT LAB DISHWASHERAUTOCLAVE 3' - 1"7" EPOXY PEGBOARD EPOXY BACKSPLASH 2' - 10" 2'
- 9" PURE WATER TAP6"4" 4" EQEQ 1'-6" 4'-1" 1'-6" 4" 5'-1 1/2" 1 A9.21 2 A9.21 3 AUTOCLAVE 3 11" 3' - 1" 1' - 6" 8' - 0" 5' - 0" BIOSAFETY CABINET 2'-7"2'-5" 1'-3" 1'-1" 8" 8" 2'-8"
7" 2'-1" 1 A9.21 R R 3 2' - 9" 1' - 9" 1' - 6" 2' - 9" 1' - 3" 2' - 9" 1' - 0" 3' - 1"7"4" EPOXY BACKSPLASH, TYP. 4"6" 1'-7" 6" 10"6"2'-0"3'-9" 6" 1 A9.21 2 A9.21 1 A9.21 3 7" 3' -
1" 1' - 6"2' - 9"1' - 3"1' - 0" 1' - 6" 7' - 0" 4' - 0" TYP. OPEN ADJUSTABLE SHELVING 5' - 0" 4" 6" 6" 1' - 6" 2 A9.21 1 A9.21 6 1/4" 2'-3" 2'-4" 6" 10" EQEQEQEQ 4" BASE, TYP. S S
EQEQ 1'-6" 3 BIOSAFETY CABINET, OFCI 1' - 6" 12" ADJUSTABLE WOOD SHELVING BIOSAFETY CABINET, OFCI MOVABLE CABINET W/ EPOXY TOP 8' - 0" 5' - 0" 4' - 0" 1' - 2" 5' - 6"6"6"3' - 1" 6 A9.20
3 5' - 0" 1' - 0" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 2' - 6" 10" 7" 3' - 1" 6" 4" EPOXY BACKSPLASH EQEQ 6 1/4"9"2'-1"5"2'-4"10"1'-3"5"1'-3"1'-5"7"2'-0" OPEN 1 A9.21 2' - 6"4' -
0" WALL MOUNTED CYLINDER RESTRAINTS 3 FUME HOOD 3' - 1"7" EPOXY BACKSPLASH 1' - 9" 4" 8 1/2" QArchitect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code
Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost
Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G.
Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" A5.22 20758.00 11/30/2018 INTERIOR ELEVATIONS LEVEL 2 SCALE: 3/8" = 1'-0" 1 LEVEL 2 - GLASSWASH EAST
VIEW SCALE: 3/8" = 1'-0" 2 LEVEL 2 - GLASSWASH NORTH VIEW SCALE: 3/8" = 1'-0" 3 LEVEL 2 - GLASSWASH SOUTH VIEW SCALE: 3/8" = 1'-0" 4 LEVEL 2 - GLASSWASH WEST VIEW SCALE: 3/8" = 1'-0"
5 LEVEL 2 - BACTERIAL TISSUE CULTURE EAST VIEW SCALE: 3/8" = 1'-0" 6 LEVEL 2 - BACTERIAL TISSUE CULTURE NORTH VIEW SCALE: 3/8" = 1'-0" 7 LEVEL 2 - BACTERIAL TISSUE CULTURE SOUTH VIEW
SCALE: 3/8" = 1'-0" 8 LEVEL 2 - BACTERIAL TISSUE CULTURE WEST VIEW SCALE: 3/8" = 1'-0" 10 LEVEL 2 - MAMMALIAN TISSUE CULTURE EAST VIEW SCALE: 3/8" = 1'-0" 9 LEVEL 2 - MAMMALIAN TISSUE
CULTURE NORTH VIEW SCALE: 3/8" = 1'-0" 11 LEVEL 2 - MAMMALIAN TISSUE CULTURE SOUTH VIEW SCALE: 3/8" = 1'-0" 12 LEVEL 2 - MAMMALIAN TISSUE CULTURE WEST VIEW SCALE: 3/8" = 1'-0" 13 LEVEL
2 - iCVD ROOM EAST VIEW SCALE: 3/8" = 1'-0" 14 LEVEL 2 - iCVD ROOM SOUTH VIEW SCALE: 3/8" = 1'-0" 15 LEVEL 2 - iCVD ROOM WEST VIEW SCALE: 3/8" = 1'-0" 16 LEVEL 2 - iCVD ROOM NORTH VIEW
#DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A5.23INTERIOR ELEVATIONS LEVEL 2.pdf
WOOD BAFFLE CEILING O EQEQEQEQEQ 13' - 9" 6' - 0" 1' - 0" WHITEBOARDTACKBOARD 8' - 6" 3'-10" CARD READER 6" O 5 8' - 6" 3 OPEN BEYOND 8' - 6" 2' - 6" 10" 7" 3' - 1" EPOXY BACKSPLASH1'
- 9" 1' - 3" 2' - 9" 1' - 3" 2' - 9" 1' - 3" 2' - 9" 2'-3"4'-4"5"1'-1" 6" 9"9" 4" OXYGEN & ARGON PIPED FROM ADJACENT CYLINDER LOCATION 1 A9.21 3 1' - 0" WOOD PANEL LAB COAT HOOKS ALIGN
3' - 4" 2'-10"8'-4" 1'-6" O 8' - 6" 2'-10" 1'-6" 3'-0" 2'-11" 3'-0" MIRROR SOAP DISPENSER PAPER TOWEL DISPENSER WALL MOUNTED LIGHT 5 2'-10" 3'-0" PAPER TOWEL DISPENSER 5 1'-7 3/4" 9"
7" 4'-0" 6" SANITARY NAPKIN DISPOSAL TOILET PAPER DISPENSER TILE Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" A5.23 20758.00 11/30/2018 INTERIOR ELEVATIONS LEVEL 2 SCALE: 3/8" = 1'-0" 4 LEVEL 2 - LAB WRITE-UP (YANG) EAST VIEW SCALE: 3/8"
= 1'-0" 5 LEVEL 2 - LAB WRITE-UP (YANG) NORTH VIEW SCALE: 3/8" = 1'-0" 6 LEVEL 2 - LAB WRITE-UP (YANG) SOUTH VIEW SCALE: 3/8" = 1'-0" 7 LEVEL 2 - LAB WRITE-UP (YANG) WEST VIEW SCALE:
3/8" = 1'-0" 1 LEVEL 2 - LAB CORRIDOR EAST SCALE: 3/8" = 1'-0" 2 LEVEL 2 - LAB CORRIDOR WEST SCALE: 3/8" = 1'-0" 3 LEVEL 2 - LAB CORRIDOR SOUTH SCALE: 3/8" = 1'-0" 10 LEVEL 2 - RESTROOM
NORTH VIEW SCALE: 3/8" = 1'-0" 9 LEVEL 2 - RESTROOM EAST VIEW SCALE: 3/8" = 1'-0" 8 LEVEL 2 - RESTROOM WEST VIEW #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A5.24INTERIOR ELEVATIONS LEVEL 2.pdf
67 4A 8' - 6" GYPSUM BOARD CARD READER 6'-8" 4" 3'-10" 6" 4'-6 1/2" 4'-6 1/2" 4'-6 1/2" BASE, TYP. PAINTED ALUMINUM PICTURE RAIL 10 A9.11 R WOOD PANEL CARD READER 1' - 0" BASE 3'-10"
2'-1" 6'-7" R GLASS TILE BACKSPLASH 2'-6"1'-3"1'-3"1'-3" 5'-8" 2'-10" 6 TACKBOARDWHITEBOARDBASE, TYP. 1' - 1" EQ EQ EQ 10 A9.11 US1R1 8' - 6" SU R1 6' - 0" 1' - 0" MARKERBOARD 10' -
8" TACKBOARD 8' - 6" 5'-3"5'-3" CARD READER 3'-10" 6" EQEQEQEQ 1'-6" 6 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" A5.24 20758.00 11/30/2018 INTERIOR ELEVATIONS LEVEL 2 SCALE: 3/8" = 1'-0" 1 LEVEL 2 - COMMON AREA EAST SCALE: 3/8" = 1'-0" 2 LEVEL
2 - COMMON AREA NORTH SCALE: 3/8" = 1'-0" 3 LEVEL 2 - COMMON AREA SOUTH SCALE: 3/8" = 1'-0" 4 LEVEL 2 - COMMON AREA WEST SCALE: 3/8" = 1'-0" 5 LEVEL 2 - LAB WRITE-UP (ALABI) WEST VIEW
SCALE: 3/8" = 1'-0" 7 LEVEL 2 - LAB WRITE-UP (ALABI) SOUTH VIEW SCALE: 3/8" = 1'-0" 8 LEVEL 2 - LAB WRITE-UP (ALABI) NORTH VIEW SCALE: 3/8" = 1'-0" 6 LEVEL 2 - LAB WRITE-UP (ALABI)
EAST VIEW #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 301/07/19ADDENDUM 02
A5.30INTERIOR ELEVATIONS LEVEL 3.pdf
3467 11' 4" B.O.B. 9' - 2" 8' - 4" 10'-0" 10'-0" 10'-10" 10'-9 3/4" 10'-0" 10'-11 1/4" 3 4 6 7 8 ADJUSTABLE WOOD SHELVES, TYP. UPPER WOOD SHELF W/ INTEGRAL TASK LIGHT, TYP. WOOD BASE
CABINETS, TYP. 8' - 0" 8' - 0"4" 3' - 1"7" 2' - 6"4"4" 6" OPEN BEYOND 1'-0 3/4" 1'-6" 1'-3" 2'-9" 1'-4" 1'-9" 2'-6" 2'-6" 2'-6" 2'-6" 1'-6" 1'-3" 2'-9" 2'-0" 1'-0"1'-3" 2'-0" 5" 4'-2"
2'-0" 5" 2'-0"5"1'-0" 4" 4" 6" 4" 2'-10" 2 A9.21 1 A9.21 1 A9.21 2 A9.21 EQEQ 2 A9.22 3 A9.22 ADJUSTABLE SHELVING 1'-0" 1'-0" 2'-9" BASE, TYP. 2 A9.21 IN-USE LIGHT SU OPEN BEYOND U
UPPER WOOD SHELF W/ INTEGRAL LIGHT FUTURE FUME HOOD. PROVIDE OVERHEAD UTILTIES FOR FUTURE HOOK UP FUME HOOD 9' - 2" EPOXY BACKSPLASH 1 A9.21 Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" A5.30 20758.00 11/30/2018 INTERIOR ELEVATIONS LEVEL 3 SCALE:
3/8" = 1'-0" 1 LEVEL 3 - OPEN LAB EAST SCALE: 3/8" = 1'-0" 2 LEVEL 3 - OPEN LAB WEST SCALE: 3/8" = 1'-0" 3 LEVEL 3 - OPEN LAB NORTH SCALE: 3/8" = 1'-0" 4 LEVEL 3 - OPEN LAB SOUTH #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01
A5.31INTERIOR ELEVATIONS LEVEL 3.pdf
S1 2' - 6"2' - 6"2' - 6"2' - 5"1' - 9" EPOXY BACKSPLASH 6"9"4'-10"5"2'-1"5" 1 A9.21 7" 3'-1" S1 WOOD PANEL LAB COAT HOOKS 1' - 0"6' - 0" 3' - 0" 2 A9.11 BASE SS1 ACOUSTIC PANEL WALL
COVERING BASE, TYP. 3' - 9" ALUMINUM ELECTRICAL RACEWAY 8' - 4" 1' - 0" 4'-0" S S1 6' - 0" 1' - 0" 4' - 6" WOOD PANELS LAB COAT HOOKS 2' - 6" 2' - 6" 3' - 1"7" EQEQ ELECTRICAL PANEL
2 A9.11 ACOUSTIC WALL PANELS 2'-6" 2'-6" S S1 UPPER WOOD SHELF W/ INTEGRAL TASK LIGHT OPEN BEYOND ADJUSTABLE WOOD SHELVING, TYP. 6" 5' - 0" 2' - 3"2' - 3"2' - 3" 1' - 6"2' - 0"2' -
6" 2' - 6" 6" 4" 7" 3' - 1" EPOXY BACKSPLASH 2'-2"1'-8"10"5"6" 1 A9.21 S S1 3' - 1" ALUMINUM ELECTRICAL PLUGMOLD 2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6" EQEQ 11" 2
11' - 3" 8' - 4" 23 3'-1" 4'-1" 1'-6" TU MOVABLE CABINET 4' - 0"3' - 1" 4' - 0" 1'-6" 2 3 MOBAVLE CABINET 3' - 0"3' - 0" 2' - 6" 10" 7" 3' - 1" EPOXY BACKSPLASH ADJUSTABLE WOOD SHELVING,
TYP. UPPER WOOD SHELF W/ INTEGRAL LIGHT 6"6" FUME HOOD 1'-6"5"5"1'-7" 4" 1 A9.21 1 A9.21 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" A5.31 20758.00 11/30/2018 INTERIOR ELEVATIONS LEVEL 3 SCALE: 3/8" = 1'-0" 1 LEVEL 3 - LAB SOUTH ENTRANCE NORTH VIEW
SCALE: 3/8" = 1'-0" 2 LEVEL 3 - LAB SOUTH ENTRANCE SOUTH VIEW SCALE: 3/8" = 1'-0" 3 LEVEL 3 - LAB NORTH ENTRANCE NORTH VIEW SCALE: 3/8" = 1'-0" 4 LEVEL 3 - LAB NORTH ENTRANCE SOUTH
VIEW SCALE: 3/8" = 1'-0" 5 LAB EQUIPMENT ROOM SOUTH VIEW SCALE: 3/8" = 1'-0" 6 LAB EQUIPMENT ROOM NORTH VIEW SCALE: 3/8" = 1'-0" 7 LAB EQUIPMENT ROOM WEST VIEW SCALE: 3/8" = 1'-0" 8
E-BEAM ROOM EAST VIEW SCALE: 3/8" = 1'-0" 9 E-BEAM ROOM NORTH VIEW SCALE: 3/8" = 1'-0" 10 E-BEAM ROOM WEST VIEW SCALE: 3/8" = 1'-0" 11 E-BEAM ROOM SOUTH VIEW #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION 212/18/18ADDENDUM 01
A5.32INTERIOR ELEVATIONS LEVEL 3.pdf
S VENTILATED ENCLOSURE, NICUPPER WOOD SHELF W/ INTEGRAL LIGHT EPOXY BACKSPLASH 1' - 6"2' - 6"2' - 6"2' - 6"2' - 6"1' - 6"1" 7" 3' - 1" 5"2'-3"2'-8"5"2'-5"10"1'-6"5"1'-3" 4" 1 A9.21 7
S1 GAS CABINET VENTILATED ENCLOSURE, NIC 1' - 3"2' - 6"2' - 6"1' - 9"1' - 3" 6"10"10"1'-6"5"1'-8"2'-8"5" 1 A9.21 SS1 FUME HOOD 2' - 6" 2' - 6"1' - 3"1' - 0" 2' - 6" 10" 7" 3' - 1" UPPER
WOOD SHELF W/ INTEGRAL LIGHT ADJUSTABLE WOOD SHELVING, TYP. EPOXY BACKSPLASHBASE 1'-3"1'-8"11"2'-2"5" 4" 1 A9.21 S1 1"1' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"1' - 6"1' - 0" LANGMUIR
TROUGH, NIC UPPER WOOD SHELF W/ INTEGRAL LIGHT 2' - 6" 10" 7" 3' - 1" 6" 1'-3"5"1'-9"2'-7"2'-9"1'-6 1/2"5"1'-4"10"2'-3"5" 4" 2 A9.21 6 S1 UPPER WOOD SHELF W/ INTEGRAL LIGHT LIGHT-BLOCKING
CURTAIN 1'-2"5"2'-1" BASE, TYP. 1 A9.21 ADJUSTABLE WOOD SHELVING BASE, TYP. 1 A9.21 1'-0" 3'-0" 2'-5"5"1'-2" Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
-Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" A5.32 20758.00 11/30/2018 INTERIOR ELEVATIONS LEVEL 3 SCALE: 3/8" = 1'-0" 1 SUPPORT ROOM 2 NORTH
VIEW SCALE: 3/8" = 1'-0" 2 SUPPORT ROOM 2 WEST VIEW SCALE: 3/8" = 1'-0" 3 SUPPORT ROOM 2 SOUTH VIEW SCALE: 3/8" = 1'-0" 4 SUPPORT ROOM 1 NORTH VIEW SCALE: 3/8" = 1'-0" 5 SUPPORT ROOM
1 SOUTH VIEW SCALE: 3/8" = 1'-0" 6 SUPPORT ROOM 1 WEST VIEW SCALE: 3/8" = 1'-0" 7 LIGHT SCATTERING ROOM SOUTH VIEW SCALE: 3/8" = 1'-0" 8 FLUORESCENCE MICROSCOPE ROOM NORTH VIEW SCALE:
3/8" = 1'-0" 9 FLUORESCENCE MICROSCOPE ROOM SOUTH VIEW SCALE: 3/8" = 1'-0" 10 FLUORESCENCE MICROSCOPE ROOM EAST VIEW #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM
01
A5.33INTERIOR ELEVATIONS LEVEL 3.pdf
3 6 GLASS PANEL W/ CUSTOM SUPER GRAPHIC TACKBOARD WHITEBOARD 2' - 10" 2' - 10" 4 7/8" 1' - 6 9/16" 3' - 0" 4"6'-8" 3'-10" CARD READER 367 4A WHITEBOARDTACKBOARD 1'-10" 3'-8" BASE QR
R1 23 BASE, TYP. 2 3 8' - 4" Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
3/8" = 1'-0" A5.33 20758.00 11/30/2018 INTERIOR ELEVATIONS LEVEL 3 SCALE: 3/8" = 1'-0" 2 ACCESS CORRIDOR WEST VIEW SCALE: 3/8" = 1'-0" 1 ACCESS CORRIDOR EAST VIEW SCALE: 3/8" = 1'-0"
3 WRITE-UP (ABBOTT) NORTH VIEW SCALE: 3/8" = 1'-0" 4 WRITE-UP (ABBOTT) EAST VIEW SCALE: 3/8" = 1'-0" 5 WRITE-UP (ABBOTT) WEST VIEW #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A6.20LEVEL 2 - CEILING PLAN.pdf
2 2 1 1 3 34 6 6 7 7 8 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 4' - 0"19' - 0"20' - 0"20' - 0"19' - 0"1' - 0" 10' - 10"15' - 5 1/2"25' - 0" 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20'
- 0" 10' - 0"20' - 0"20' - 0" NEW GYPSUM BOARD VERTICAL FASCIA 8' - 6"CH APC2 9' - 6"CH BAFFLE 8' - 6"CH GYP EXISTING ACOUSTIC TILE CEILING. REPLACE OR PATCH AS NEEDED TO MATCH EXISTING.
9' - 6"CH BAFFLE 8' - 6"CH GYP 8' - 6"CH GYP 8' - 6"CH GYP 8' - 6"CH APC2 8' - 6"CH APC2 8' - 6"CH APC2 8' - 6"CH GYP 8' - 6"CH GYP 8' - 6"CH APC1 EXPOSED TO STRUCTURE ABOVE. PAINT
STRUCTURE AND ALL UTILITIES EXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL UTILITIES SLOTTED CHANNEL FRAMING SUPPORT SYSTEM, PAINTED, TYP. 8' - 6"CH GYP 8' - 2"CH APC1 LPA-10 LPA-10
LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 PA PA PA PA PA PA PA PA PA PA PA PA PA PAPAPAPAPA PA PA PA PA LINEAR WALL WASH FIXTURE EXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL
UTILITIES 8' - 6"CH APC2 RLA-10 8' - 6"CH GYP 8' - 6"CH APC2 LINEAR WALL WASH FIXTURE 8' - 6"CH GYP LINEAR WALL WASH FIXTURE RLC-10 PA PA PA PA PA LPB LPB LPB DWA DWA DWA RLC-8 RLC-8
RLC-8 RLC-8 RLC-8 RLC-8 DWB RA RA RLA-12 RLA-12 EQ EQ EQ F OS RLA-12 RLA-12 EQEQ F OS EQEQ OS EQEQ OSF RA EQEQ EQ EQ RLA-10 RLA-10 4' - 7 3/8"4"4' - 7"6"4' - 7"4"4' - 7"6"4' - 7"4"4'
- 10" 3 3/4" 4'-2 1/4" 2'-11 3/4" 2'-11 3/4" 2'-11 3/4" 3'-5" 3'-5" 3'-5" 3'-3 3/4" 3'-3 3/4" 3'-3 3/4" 3'-3" 3'-3" 3'-3" 3'-4" 3'-4" 3'-4" 3'-2 3/4" 3'-2 3/4" 3'-2 3/4" 3'-0 3/4" 3'-0
3/4" 3'-0 3/4" 4'-2 1/4" 3 3/4" 2 3/4" 2'-11 3/4"2'-11 3/4"2'-11 3/4"2'-11 3/4" EQEQ EQEQ EQEQ RLA-8 EQEQ EQ 2'-0" EQEQ EQEQ EQEQ EQEQ EQ EQ EQEQ EQEQ EQEQ EQEQ EQEQ EQEQ 7'-2 1/4"4'-2"6"8'-2"4'-11
3/4" EQEQEQEQ EQEQ 8 A9.11 8 A9.11 EXISTING MANUAL ROLLER SHADES TO REMAIN, TYPICAL. ACOUSTICAL PANEL BETWEEN ALL COFFERS IN WRITE UP AREAS. TYP. ACOUSTICAL PANEL BETWEEN ALL COFFERS
IN WRITE UP AREAS. TYP. 10 A9.01 1HR FIRE RATED SOFFIT 2'-0" 2'-0" 8' - 6"CH GYP NEW GYPSUM BOARD SOFFIT 2'-0" 7' - 2" GYPSUM SOFFIT. ACOUSTICAL PANEL CEILING, 2 X 4 PANELS (APC 2),
& WITH MYLAR COATING (APC 3). ACOUSTICAL PANEL CEILING, 2 X 2 PANELS (APC 1). LINEAR DIRECT/INDIRECT PENDANT , OCCUPANCY & DAYLIGHT SENSOR CONTROLLED. LINEAR WALL WASH PENDANT. PENDANT
DOWNLIGHT FIXTURE. REFLECTED CEILING PLAN LEGEND SPRINKLER HEAD. FIRE ALARM. RECESSED DOWNLIGHT FIXTURE. PAINTED WOOD BAFFLE CEILING RECESSED LINEAR DOWNLIGHT. OCCUPANCY SENSOR. F OS
REFLECTED CEILING PLAN GENERAL NOTES A. CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE
REQUIRED TO CARRY OUT WORK ADJACENT TO, BUT OUTSIDE INDICATED LIMITS. B. ALL EXPOSED CEILING EQUIPMENT AND EXPOSED STRUCTURE TO BE PAINTED. C. LIGHTING FOR BUILDING SERVICES SPACES
SHOWN IN ELECTRICAL DRAWINGS. D. CEILING IS OPEN TO STRUCTURE UNLESS OTHERWISE NOTED. E. ALL ACOUSTIC PANEL CEILING LAYOUTS TO BE CENTERED ON ROOM UNLESS OTHERWISE NOTED. Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A6.20 20758.00 11/30/2018
LEVEL 2 - CEILING PLAN #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01
A6.30LEVEL 3 - CEILING PLAN.pdf
2 2 1 1 3 34 6 6 7 7 8 8 5 Q R S T U 9 S1 R1 4A Q1 10' - 10"15' - 5 1/2"20' - 0"15' - 0"20' - 0"20' - 0"12' - 0" 10"20' - 0"20' - 0"19' - 0"1' - 0" 10' - 10"15' - 5 1/2"25' - 0"10' -
0"20' - 0"20' - 0" LPA-10 PA EXISTING ACOUSTIC TILE CEILING. REPLACE OR PATCH AS NEEDED TO MATCH EXISTING. 9' - 9"CH BAFFLE 9' - 9"CH BAFFLE 8' - 4"CH GYP 8' - 4"CH APC2 8' - 4"CH APC2
8' - 4"CH APC2 8' - 4"CH APC2 8' - 4"CH GYP EXPOSED TO STRUCTURE ABOVE. PAINT STRUCTURE AND ALL UTILITIESSLOTTED CHANNEL FRAMING SUPPORT SYSTEM, PAINTED, TYP. EXPOSED TO STRUCTURE ABOVE.
PAINT STRUCTURE & ALL UTILITIES PA PA PA PA PA PA LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 8' - 4"CH APC2 8' - 0"CH APC1 8' - 4"CH GYP 8' - 4"CH APC2 PA PA LPB RLC-8 RLC-8 RLC-8 RLC-22
RLC-12 RLC-12 11' - 3"CH GYP 8' - 4"CH GYP NEW GYP. BD VERTICAL FASCIA EQEQ EQEQEQEQ EQEQ DWA 2'-0" 3'-0" EQEQ EQ EQ 2'-0" 3 3/4" 2'-6 1/4"2'-6 1/4"3'-6 1/4"3'-6 1/4"3'-6 1/4"3'-5 3/4"3'-5
3/4"3'-5 3/4"3'-7 1/4"3'-7 1/4"3'-7 1/4"3'-5 3/4"3'-5 3/4"3'-5 3/4"3'-4"3'-4"3'-4"3'-6 1/4"3'-6 1/4"3'-6 1/4"2'-10 3/4"2'-10 3/4" 3 3/4" 2'-11"2'-11"2'-11"2'-11" 3 3/4" NEW ROOF OPENING
ABOVE CEILING F OS OS RLA-10 F OS RLA-12 F OS RLA-12 OS RLA-10 RLA-16 OS OS F RLA-10 EQEQ EQEQEQ EQ EQEQ 1'-0" EQ EQEQEQ EQ EQ EQEQ EQ EQ EQ EQ EQEQ EQEQEQEQEQEQEQEQ EQEQ EQEQEQEQEQEQ
EQ EQ EQEQ EQEQEQEQEQEQ 1'-9" EQEQEQEQEQEQ 8' - 4"CH APC2 2'-0" DWA DWA 8 A9.11 EXISTING MANUAL ROLLER SHADES TO REMAIN, TYPICAL. F F ACOUSTICAL PANEL BETWEEN ALL COFFERS IN WRITE UP
AREAS. TYP. 8' - 4"CH APC2 F OS RLA-6 RLA-6 1'-8" 8' - 4"CH GYP EQEQEQEQ PA GYPSUM SOFFIT. ACOUSTICAL PANEL CEILING, 2 X 4 PANELS (APC 2), & WITH MYLAR COATING (APC 3). ACOUSTICAL PANEL
CEILING, 2 X 2 PANELS (APC 1). LINEAR DIRECT/INDIRECT PENDANT , OCCUPANCY & DAYLIGHT SENSOR CONTROLLED. LINEAR WALL WASH PENDANT. PENDANT DOWNLIGHT FIXTURE. REFLECTED CEILING PLAN LEGEND
SPRINKLER HEAD. FIRE ALARM. RECESSED DOWNLIGHT FIXTURE. PAINTED WOOD BAFFLE CEILING RECESSED LINEAR DOWNLIGHT. OCCUPANCY SENSOR. F OS REFLECTED CEILING PLAN GENERAL NOTES A. CONTRACT
LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE REQUIRED TO CARRY OUT WORK ADJACENT TO, BUT OUTSIDE
INDICATED LIMITS. B. ALL EXPOSED CEILING EQUIPMENT AND EXPOSED STRUCTURE TO BE PAINTED. C. LIGHTING FOR BUILDING SERVICES SPACES SHOWN IN ELECTRICAL DRAWINGS. D. CEILING IS OPEN TO
STRUCTURE UNLESS OTHERWISE NOTED. E. ALL ACOUSTIC PANEL CEILING LAYOUTS TO BE CENTERED ON ROOM UNLESS OTHERWISE NOTED. Architect Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
-Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A6.30 20758.00 11/30/2018 LEVEL 3 - CEILING PLAN #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
212/18/18ADDENDUM 01 301/07/19ADDENDUM 02
A8.00EXTERIOR DETAILS.pdf
LEVEL 1 0" LEVEL 0 -12' - 0" 1 LLENROC STONE TO MATCH EXISTING CONCRETE CAP GALVANIZED METAL AREAWAY GRATING NEW CONCRETE AREAWAY RETAINING WALL FIXED LOUVER NEW DRAIN 1' ABOVE GRADE
GRAVEL FILL A8.00 3 A8.00 2 AREAWAY SLAB. SLOPE TO DRAIN 3' - 0" WATERPROOFING LOUVER TUBE SUPPORT FIXED LOUVER ALUMINUM MESH INSECT SCREEN SEALANT EXISTING STONE MASONRY FLASHING LOUVER
TUBE SUPPORT FIXED LOUVER ALUMINUM MESH INSECT SCREEN FACTORY FORMED SILL PAN WATERPROOFING Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA
02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite
500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant
Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant
Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C.
203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A8.00 20758.00 11/30/2018 EXTERIOR DETAILS SCALE: DETAIL 1/2" = 1'-0" 1 SECTION AT NEW AREAWAY SCALE: DETAIL 3"
= 1'-0" 3 LOUVER HEADER DETAIL SCALE: DETAIL 3" = 1'-0" 2 LOUVER SILL DETAIL #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A8.20EXTERIOR ROOF DETAILS.pdf
S U 20' - 0" GALVANIZED METAL GRATE CATWALK PERFORATED ALUMINUM SCREEN W/ CUSTOM FINISH GALVANIZED STEEL GUARDRAIL & HANDRAIL GALVANIZED STEEL SUPPORT DUNNAGE, TYP. EXHAUST FAN HEAT
RECOVERY SYSTEM EXHAUST STACK 10' - 0" 2' - 0" 13' - 1 1/2" PERFORATED BOX -RIB METAL PANELS STRUCTURAL STEEL FRAMING END OF PANELS ALIGNED WITH FACE OF TUBE STRUCTURAL STEEL FRAMING
10' - 0" PERFORATED ALUMINUM SCREEN W CUSTOM FINISH CONTINUOUS 4X6 ANGLE 4" 7" 6' - 11" 7" 6" 1' - 1" 2' - 0" GALVANIZED STEEL STAIR TREAD GALVANIZED STEEL STRINGER BEYOND 7" 11" ABRASIVE
NOSING 1' - 0 3/16" BASE PLATE AND SHIM GALVANIZED STEEL POST. SEE STRUCT. PVC SHEET SHEET FLASHING, HOT-AIR WELD SHEET FLASHING FASTENER REMOVE EXISTING ROOFING SYSTEM AT DUNNAGE
POSTS EXISTING CONCRETE ROOF SLAB INSULATION TO MATCH EXISTING SEALANT SS HOSE CLAMP PATCH ROOFING AT EXISTING DUCTWORK SHEET METAL FLASHING PRESSURE TREATED, FIRE TREATED WOOD BLOCKING
3/4" PLYWOOD FRAMING ROOFING MEMBRANE COVER BOARD RIGID INSULATION VAPOR RETARDER CONCRETE SLAB RIGID INSULATION STAINLESS STEEL TERMINATION BAR LAP ROOFING MEMBRANE ONTO DUCTWORK LAP/ADHERE
VAPOR RETARDER ONTO DUCTWORK 8" MINIMUM EXHAUST STACKS EXHAUST FAN RECOVERY SYSTEM GALVANIZED METAL GRATE CATWALK W/ GALVANIZED STEEL GUARDRAIL PERFORATED ALUMINUM SCREEN W/ CUSTOM
FINISH GALVANIZED STEEL SUPPORT DUNNAGE, TYP. GALAVANIZED STEEL GRATE STAIR & GALVANIZED STEEL GUARDRAIL. NEW DUCTWORK 2 3 4 6 170.40° 2'-0"5'-0"5'-0"13'-1 1/2" EXHAUST STACKS PERFORATED
ALUMINUM SCREEN W/ CUSTOM FINISH GALVANIZED STEEL SUPPORT DUNNAGE, TYP. ALUMINUM EDGE TRIM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA
02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite
500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant
Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant
Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C.
203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A8.20 20758.00 11/30/2018 EXTERIOR ROOF DETAILS SCALE: SECTION DETAIL 3/8" = 1'-0" 1 SECTION AT ROOF MECHANICAL
SCREEN SCALE: PLAN DETAIL 1 1/2" = 1'-0" 7 SCREENWALL CORNER DETAIL SCALE: SECTION DETAIL 1/2" = 1'-0" 2 SCREEN WALL SECTION SCALE: SECTION DETAIL 3" = 1'-0" 4 ROOF STAIR TREAD DETAIL
SCALE: SECTION DETAIL 3" = 1'-0" 6 DUNNAGE AT ROOF DETAIL SCALE: SECTION DETAIL 3" = 1'-0" 5 TYPICAL DUCTWORK PENETRATION AT ROOF SCALE: DETAIL 3 PENTHOUSE AXON SCALE: SECTION DETAIL
3/16" = 1'-0" 8 PENTHOUSE SCREEN WALL ELEVATION #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A9.00PARTITION TYPES.pdf
UNDERSIDE OF STRUCTURE 4 7/8" (3 5/8" STUD) NO FIRE RESISTANCE RATING STC = 40-44 4 7/8" (3 5/8" STUD) 1 HOUR RATING -UL# U465 STC = 40-44 7 1/4" (6" STUD) NO FIRE RESISTANCE RATING
STC = 40-44 7 1/4" (6" STUD) 1 HOUR FIRE -UL# U465 STC = 40-44 HEAD CEILING PLAN BASE PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING
WHERE SCHEDULED METAL STUDS 5/8" GYPSUM BOARD, TYPE X AT A1 AND A3 PARTITIONS (7 1/4") 4 7/8" LIMITING HEIGHT 14'-10" LIMITING HEIGHT 14'-10" LIMITING HEIGHT 21'-6" LIMITING HEIGHT
21'-6" TOP OF SLAB FLOOR RUNNER SEALANT A A1 A2 A3 4 7/8" (3 5/8" STUD) NO FIRE RESISTANCE RATING STC = 45-49 4 7/8" (3 5/8" STUD) 1 HOUR RATING -UL# U465 STC = 45-49 7 1/4" (6"
STUD) NO FIRE RESISTANCE RATING STC = 45-49 7 1/4" (6" STUD) 1 HOUR FIRE -UL# U465 STC = 45-49 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED
CEILING WHERE SCHEDULED 5/8" GYPSUM BOARD, TYPE X AT B1 AND B3 PARTITIONS (7 1/4") 4 7/8" 3 1/2" SOUND ATTENUATION INSULATION METAL STUDS HEAD CEILING PLAN BASE TOP OF SLAB FLOOR RUNNER
SEALANT LIMITING HEIGHT 14'-10" LIMITING HEIGHT 14'-10" LIMITING HEIGHT 21'-6" LIMITING HEIGHT 21'-6" UNDERSIDE OF STRUCTURE B B1 B2 B3 5 1/2" UNBALANCED (3 5/8" STUD) NO FIRE RESISTANCE
RATING STC = 50-54 5 1/2" UNBALANCED (3 5/8" STUD) 1 HOUR RATING -UL# U419 STC = 50-54 7 7/8" UNBALANCED (6" STUD) NO FIRE RESISTANCE RATING STC = 50-54 7 7/8" UNBALANCED (6" STUD)
1 HOUR RATING -UL# U419 STC = 50-54 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED 5/8" GYPSUM BOARD, TYPE X AT C1 AND
C3 PARTITIONS (7 7/8") 5 1/2" METAL STUDS HEAD CEILING PLAN BASE 3 1/2" SOUND ATTENUATION INSULATION TOP OF SLAB FLOOR RUNNER SEALANT LIMITING HEIGHT 14'-10" LIMITING HEIGHT 14'-10"
LIMITING HEIGHT 21'-6" LIMITING HEIGHT 21'-6" UNDERSIDE OF STRUCTURE C C1 C2 C3 6 1/8" (3 5/8" STUD) NO FIRE RESISTANCE RATING STC = 55-59 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW
CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED 5/8" GYPSUM BOARD, DOUBLE LAYER EACH SIDE TYPE X AT D1 AND D3 PARTITIONS (8 1/2") 6 1/8" 6 1/8" (3 5/8" STUD)
2 HOUR FIRE -UL# U411 STC = 55-59 8 1/2" (6" STUD) NO FIRE RESISTANCE RATING STC = 55-59 8 1/2" (6" STUD) 2 HOUR FIRE -UL# U411 STC = 55-59 METAL STUDS HEAD CEILING PLAN BASE 3 1/2"
SOUND ATTENUATION INSULATION TOP OF SLAB FLOOR RUNNER SEALANT LIMITING HEIGHT 14'-10" LIMITING HEIGHT 14'-10" LIMITING HEIGHT 21'-6" LIMITING HEIGHT 21'-6" UNDERSIDE OF STRUCTURE D
D1 D2 D3 CHASE WALL (2 1/2" STUD) NO FIRE RESISTANCE RATING STC = 50-54 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED
METAL STUDS 5/8" GYPSUM BOARD, 1 OR 2 LAYERS EACH SIDE, TYPE X AT FIRE RATED PARTITIONS FLOOR RUNNER TOP OF SLAB DEPTH INDICATED IN PLAN (10 3/4" MIN) CHASE WALL (2 1/2" STUD) 1 HOUR
FIRE -UL# U420 STC = 50-54 CHASE WALL (2 1/2" STUD) 2 HOUR FIRE -UL# U420 STC = 55-59 9 1/2" MIN. INTERNAL BRACING: BRACE EACH STUD 4'-0" O.C. MAX VERTICALLY WITH STEEL RUNNERS FUTURE
2 1/2" SOUND ATTENUATION INSULATION HEAD CEILING PLAN BASE SEALANT UNDERSIDE OF STRUCTURE G G1 G2 G3 UNDERSIDE OF STRUCTURE 1 1/2" INTERIOR FURRED WALL (7/8" RIGID FURRING CHANNEL)
NO FIRE RESISTANCE RATING NO ACOUSTIC RATING 1 5/8" EXTERIOR FURRED WALL (1" Z-FURRING CHANNEL) NO FIRE RESISTANCE RATING NO ACOUSTIC RATING PROVIDE CASING BEAD WHERE EXPOSED TO VIEW
CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED 1" THERMAL INSULATION -H1 ONLY BASE CONSTRUCTION, NEW OR EXISTING TOP OF SLAB 3" MIN RIGID FURRING CHANNEL OR Z-SHAPED
FURRING CHANNEL EXTEND GYPSUM BOARD TO UNDERSIDE OF STRUCTURE IF NO CEILING SCHEDULED VAPOR RETARDER -H1 ONLY RIGID FURRING CHANNEL OR Z-FURRING CHANNEL 5/8" GYPSUM BOARD HEAD CEILING
PLAN BASE FUTURE FUTURE 1 1/2" (1 5/8") H H1 H2 H3 UNDERSIDE OF STRUCTURE 3 1/8" FURRED WALL (2 1/2" STUD) NO FIRE RESISTANCE RATING NO ACOUSTIC RATING PROVIDE CASING BEAD WHERE EXPOSED
TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED METAL STUDS 5/8" GYPSUM BOARD FLOOR RUNNER TOP OF SLAB 4 1/4" FURRED WALL (3 5/8" STUD) NO FIRE RESISTANCE
RATING NO ACOUSTIC RATING FURRING BRACKETS 3" MIN 1/4" MINIMUM CLEARANCE EXTEND GYPSUM BOARD TO UNDERSIDE OF STRUCTURE IF NO CEILING SCHEDULED VARIES 6 5/8" FURRED WALL (6" STUD) NO
FIRE RESISTANCE RATING NO ACOUSTIC RATING 2 1/4" FURRED WALL (1 5/8" STUD) NO FIRE RESISTANCE RATING NO ACOUSTIC RATING HEAD CEILING PLAN BASE J J1 J2 J3 UNDERSIDE OF STRUCTURE 4 1/4"
SINGLE SIDED (3 5/8" STUD) NO FIRE RESISTANCE RATING STC = <30 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED METAL
STUDS 5/8" GYPSUM BOARD, 2 LAYERS OF TYPE X AT K1 AND K3 PARTITIONS LIMITING HEIGHT 13'-6" LIMITING HEIGHT 13'-6" LIMITING HEIGHT 20'-0" LIMITING HEIGHT 20'-0" 4 7/8" SINGLE SIDED
(3 5/8" STUD) 1 HOUR RATING -UL# V497 STC = 30-35 6 5/8" SINGLE SIDED (6" STUD) NO FIRE RESISTANCE RATING STC = <30 7 1/4" SINGLE SIDED (6" STUD) 1 HOUR RATING -UL# V497 STC = 30-35
VARIES 3 1/2" SOUND ATTENUATION INSULATION AT K1 AND K3 PARTITIONS ONLY HEAD CEILING PLAN BASE TOP OF SLAB FLOOR RUNNER SEALANT K K1 K2 K3 HEAD CEILING PLAN BASE SHAFT WALL (2 1/2"
STUD) 1 HOUR RATING -UL# U415 STC = 35-39 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW SHAFT-WALL RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED SHAFT-WALL STUDS 5/8" TYPE
X GYPSUM BOARD SHAFT-WALL RUNNER TOP OF SLAB (4 5/8") 3 1/8" LIMITING HEIGHT 10'-10" SHAFT WALL (2 1/2" STUD) 1 HOUR RATING -UL# U415 STC = 40-45LIMITING HEIGHT 10'-10" SHAFT WALL
(4" STUD) 1 HOUR RATING -UL# U415 STC = 35-39LIMITING HEIGHT 15'-3" SHAFT WALL (4" STUD) 1 HOUR RATING -UL# U415 STC = 40-45LIMITING HEIGHT 15'-3" 1" GYPSUM LINER PANEL 1/2" SOUND
ATTENUATION INSULATION AT N1 & N3 PARTITIONS ONLY SEALANT UNDERSIDE OF STRUCTURE N N1 N2 N3 SHAFT WALL (2 1/2" STUD) 2 HOUR RATING -UL# U415 STC = 40-44 PROVIDE CASING BEAD WHERE EXPOSED
TO VIEW SHAFT-WALL RUNNER DEFLECTION ALLOWANCE SHAFT-WALL STUDS 5/8" TYPE X GYPSUM BOARD, DOUBLE LAYER (5 1/4") 3 3/4" LIMITING HEIGHT 11'-7" SHAFT WALL (2 1/2" STUD) 2 HOUR RATING
-UL# U415 STC = 45-49LIMITING HEIGHT 11'-7" SHAFT WALL (4" STUD) 2 HOUR RATING -UL# U415 STC = 40-44LIMITING HEIGHT 16'-2" SHAFT WALL (4" STUD) 2 HOUR RATING -UL# U415 STC = 45-49LIMITING
HEIGHT 16'-2" 1" GYPSUM LINER PANEL 1/2" SOUND ATTENUATION INSULATION AT P1 & P3 PARTITIONS ONLY HEAD CEILING PLAN BASE SUSPENDED CEILING WHERE SCHEDULED SHAFT-WALL RUNNER TOP OF SLAB
SEALANT UNDERSIDE OF STRUCTURE P P1 P2 P3 HEAD CEILING PLAN BASE UNDERSIDE OF STRUCTURE 6" NOMINAL CONCRETE MASONRY UNIT NO FIRE RESISTANCE RATING STC = 45 FIRE SAFING OR COMPRESSIBLE
FILLER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED CONCRETE MASONRY UNITS 4" HIGH CONCRETE MASONRY UNITS STARTER COURSE, IF APPLICABLE LIMITING HEIGHT 18'-0" LIMITING HEIGHT
18'-0" LIMITING HEIGHT 18'-0" 6" NOMINAL CONCRETE MASONRY UNIT 1 HOUR FIRE -UL# U906 STC = 45 6" NOMINAL CONCRETE MASONRY UNIT 2 HOUR FIRE -UL# U906 STC = 45 STAGGERED STEEL RESTRAINT
ANGLES 5 5/8" TOP OF SLAB SEALANT U U1 U2 HEAD CEILING PLAN BASE 8" NOMINAL CONCRETE MASONRY UNIT NO FIRE RESISTANCE RATING STC = 47LIMITING HEIGHT 24'-0" LIMITING HEIGHT 24'-0" LIMITING
HEIGHT 24'-0" 8" NOMINAL CONCRETE MASONRY UNIT 1 HOUR FIRE -UL# U905 STC = 47 8" NOMINAL CONCRETE MASONRY UNIT 2 HOUR FIRE -UL# U905 STC = 47 7 5/8" LIMITING HEIGHT 24'-0" 8" NOMINAL
CONCRETE MASONRY UNIT 3 HOUR FIRE -UL# U905 STC = 47 SUSPENDED CEILING WHERE SCHEDULED CONCRETE MASONRY UNITS TOP OF SLAB SEALANT UNDERSIDE OF STRUCTURE FIRE SAFING OR COMPRESSIBLE
FILLER DEFLECTION ALLOWANCE 4" HIGH CONCRETE MASONRY UNITS STARTER COURSE, IF APPLICABLE STAGGERED STEEL RESTRAINT ANGLES V V1 V2 V3 UNDERSIDE OF STRUCTURE 4 1/4" SINGLE SIDED (3 5/8"
STUD) NO FIRE RESISTANCE RATING STC = <30 PROVIDE CASING BEAD WHERE EXPOSED TO VIEW CEILING RUNNER DEFLECTION ALLOWANCE SUSPENDED CEILING WHERE SCHEDULED METAL STUDS 5/8" GYPSUM BOARD,
2 LAYERS OF TYPE X AT L1 AND L3 PARTITIONS LIMITING HEIGHT 13'-6" LIMITING HEIGHT 13'-6" LIMITING HEIGHT 20'-0" LIMITING HEIGHT 20'-0" 4 7/8" SINGLE SIDED (3 5/8" STUD) 1 HOUR RATING
-UL# V497 STC = 30-35 6 5/8" SINGLE SIDED (6" STUD) NO FIRE RESISTANCE RATING STC = <30 7 1/4" SINGLE SIDED (6" STUD) 1 HOUR RATING -UL# V497 STC = 30-35 VARIES 2 1/2" SPRAY-APPLIED
INSULATION HEAD CEILING PLAN BASE TOP OF SLAB FLOOR RUNNER SEALANT L L1 L2 L3 BASE CONSTRUCTION, NEW OR EXISTING Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
-Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1 1/2" = 1'-0" A9.00 20758.00 11/30/2018 PARTITION TYPES SCALE: 1 1/2" = 1'-0" A GYPSUM BOARD PARTITION - TYPICAL,
NO SOUND ATTENUATION SCALE: 1 1/2" = 1'-0" B GYPSUM BOARD PARTITION - TYPICAL, SOUND ATTENUATION SCALE: 1 1/2" = 1'-0" C GYPSUM BOARD PARTITION - UNBALANCED SCALE: 1 1/2" = 1'-0" D
GYPSUM BOARD PARTITION - DOUBLE SCALE: 1 1/2" = 1'-0" G CHASE WALL PARTITION SCALE: 1 1/2" = 1'-0" H GYPSUM BOARD PARTITION - CHANNEL-FURRED SCALE: 1 1/2" = 1'-0" J GYPSUM BOARD PARTITION
- STUD-FURRED SCALE: 1 1/2" = 1'-0" K GYPSUM BOARD PARTITION - SINGLE-SIDED SCALE: 1 1/2" = 1'-0" N SHAFT WALL PARTITION - 1 HOUR SCALE: 1 1/2" = 1'-0" P SHAFT WALL PARTITION - 2 HOUR
SCALE: 1 1/2" = 1'-0" U 6" NOMINAL CONCRETE MASONRY UNIT PARTITION SCALE: 1 1/2" = 1'-0" V 8" NOMINAL CONCRETE MASONRY UNIT PARTITION SCALE: 1 1/2" = 1'-0" L GYPSUM BOARD PARTITION
- SPRAY-INSULATED #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A9.01PARTITION DETAILS.pdf
3/8" TYP AS SCHEDULED PARTITION FLOOR RUNNER BASE AS SCHEDULED 5/8" GYPSUM BOARD, MULTIPLE LAYERS WHERE INDICATED UNRATED PARTITIONS 3/8" TYP AS SCHEDULED PARTITION FLOOR RUNNER BASE
AS SCHEDULED 5/8" GYPSUM BOARD, MULTIPLE LAYERS WHERE INDICATED SOUND ATTENUATED PARTITIONS 3/4" MAX AS SCHEDULED PARTITION FLOOR RUNNER BASE AS SCHEDULED 5/8" GYPSUM BOARD, MULTIPLE
LAYERS WHERE INDICATED SMOKE-RATED PARTITIONS ACOUSTICAL SEALANT, BOTH SIDES SMOKE STOPPING, BOTH SIDES 3/4" MAX AS SCHEDULED PARTITION FLOOR RUNNER BASE AS SCHEDULED 5/8" GYPSUM BOARD,
MULTIPLE LAYERS WHERE INDICATED FIRE-RATED PARTITIONS FIRE-RESISTIVE JOINT SYSTEM AS SCHEDULED PARTITION METAL STUDS ADJACENT MATERIALS 5/8" GYPSUM BOARD -MULTIPLE LAYERS WHERE INDICATED
JOINT SEALANT, BOTH SIDES; PROVIDE FIRE-RESISTIVE JOINT SYSTEM AT FIRE RATED PARTITIONS; PROVIDE SMOKE STOPPING AT SMOKE RATED PARTITIONS; PROVIDE ACOUSTICAL SEALANT AT OTHER LOCATIONS
3/8" UNRATED PARTITIONSSOUND ATTENUATED PARTITIONS SMOKE-RATED PARTITIONS FIRE-RATED PARTITIONS AS SCHEDULED PARTITION METAL STUDS CONTROL JOINT 5/8" GYPSUM BOARD -MULTIPLE LAYERS WHERE
INDICATED AS SCHEDULED PARTITION METAL STUDS CONTROL JOINT 5/8" GYPSUM BOARD -MULTIPLE LAYERS WHERE INDICATED ACOUSTICAL SEALANT, EACH LAYER AND EACH SIDE JOINT SEALANT, BOTH SIDES
AS SCHEDULED PARTITION METAL STUDS CONTROL JOINT 5/8" GYPSUM BOARD -MULTIPLE LAYERS WHERE INDICATED SMOKE STOPPING, EACH LAYER AND EACH SIDE JOINT SEALANT, BOTH SIDES AS SCHEDULED PARTITION
METAL STUDS CONTROL JOINT 5/8" GYPSUM BOARD -MULTIPLE LAYERS WHERE INDICATED JOINT SEALANT, BOTH SIDES 5/8"1/2" 2 LAYERS 5/8" TYPE X GYPSUM BOARD A S S C H E D U L E D P A R T I T I
O N C O N S T R U C T I O N E X I S T I N G 3/8" A S S C H E D U L E D P A R T I T I O N C O N S T R U C T I O N E X I S T I N G 3/8" C O N S T R U C T I O N E X I S T I N G SEALANT
GYPSUM BOARD 3/8" A S S C H E D U L E D P A R T I T I O N A S S C H E D U L E D P A R T I T I O N SEALANT GYPSUM BOARD ALIGN 3/8" CONSTRUCTION EXISTING A S S C H E D U L E D P A R T
I T I O N SEALANT GYPSUM BOARD EXISTING CONCRETE MASONRY UNITS / CONCRETE MASONRY UNITS EQUAL-WIDTH GYPSUM BOARD PARTITION (PARALLEL TO EXISTING) UNEQUAL-WIDTH GYPSUM BOARD PARTITION
(PARALLEL TO EXISTING) GYPSUM BOARD PARTITION (PERPENDICULAR TO EXISTING) GYPSUM BOARD PARTITION (BYPASS EXISTING CONSTRUCTION) V A R I E S 3/8" CONSTRUCTION EXISTING 3/8" ALIGN ALIGN
ALIGN SEALANT GYPSUM BOARD ALIGNSEALANT GYPSUM BOARD ALIGN SHAFT WALL STUD 1" GYPSUM LINER PANEL SHAFT WALL RUNNER 1 1/2" SOUND ATTENUATION INSULATION 5/8" GYPSUM BOARD JOINT SEALANT
PATITION AS SCHEDULED SEE PROGRESSIVE ENGINEERING REPORT AER-09038 HORIZONTAL SPAN VARIES SHAFT WALL STUD 1" GYPSUM LINER PANEL SHAFT WALL RUNNER 1 1/2" SOUND ATTENUATION INSULATION
2 LAYERS 1/2" GYPSUM BOARD JOINT SEALANT PATITION AS SCHEDULED SEE PROGRESSIVE ENGINEERING REPORT AER-09038 HORIZONTAL SPAN VARIES 4 ' 0 " M A X H E I G H T SEE PROG. ENGINEERING REPORT
AER-09038 VARIES SECTION ROTATED 1 1/2" SOUND ATTENUATION INSULATION 1" GYPSUM LINER PANEL DUCT SHAFT WALL STUD 3 LAYERS 5/8" GYPSUM BOARD SHAFT WALL RUNNER JOINT SEALANT PARTITION
AS SCHEDULED PARTITION AS SCHEDULED DRYWALL MOLDING CORNER TRIM PAINT TO MATCH ADJACENT SURFACE TAPE AND SPACKLE FLUSH WITH ADJACENT SURFACE AS SCHEDULED PARTITION CONCRETE SLAB FIRE-RESISTIVE
JOINT SYSTEM DEFLECTION CLIP IF REQUIRED BY WALL SYSTEM DEFLECTION RUNNER 1 " M A X 4 1 / 2 " M I N AS SCHEDULED PARTITION CONCRETE SLAB ACOUSTICAL SEALANT, BOTH SIDES DEFLECTION CLIP
IF REQUIRED BY WALL SYSTEM DEFLECTION RUNNER A L L O W A N C E D E F L E C T I O N 5/8" TYPE X GYPSUM BOARD GYPSUM CORNER TRIM EXISTING STEEL COLUMN 25 GAUGE STEEL STUDS Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A9.01 20758.00 11/30/2018 PARTITION
DETAILS SCALE: 3" = 1'-0" 1 TYPICAL GYPSUM PARTITION BASE DETAILS SCALE: 3" = 1'-0" 4 TYPICAL GYPSUM BOARD PARTITION DETAIL AT DISSIMILAR WALL MATERIALS SCALE: 3" = 1'-0" 2 TYPICAL
GYPSUM BOARD PARTITION CONTROL JOINT DETAILS SCALE: 3" = 1'-0" 6 TYPICAL INTERSECTIONS AT EXISTING CONSTRUCTION SCALE: 6" = 1'-0" 10 CORRIDOR CEILING AND STAIR SOFFIT 1 HOUR FIRE RATING
SCALE: 6" = 1'-0" 11 CORRIDOR CEILING AND STAIR SOFFIT 2 HOUR FIRE RATING SCALE: 3" = 1'-0" 8 HORIZONTAL MEMBRANE OR METAL DUCT ENCLOSURE 2 HOUR FIRE RATING SCALE: DETAIL 6" = 1'-0"
5 CORNER GUARD TO MATCH GYPSUM BOARD SCALE: DETAIL 3" = 1'-0" 7 FIRE-RATED GYPSUM BOARD PARTITION TOP DETAIL AT CONCRETE SLAB SCALE: DETAIL 3" = 1'-0" 3 UNRATED GYPSUM BOARD PARTITION
TOP DETAIL AT CONCRETE SLAB SCALE: 3" = 1'-0" 9 STEEL COLUMN ENCLOSURE (1-HR FIRE RATING) PLAN DETAIL #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A9.02FLOOR TRANSITION AND BASE DETAILS.pdf
CONCRETE SLAB RESINOUS FLOORING JOINT SEALANT INTEGRAL RESINOUS FLASH COVE BASE PARTITION AS SCHEDULED 4 " 4 " CONCRETE SLAB CARPET JOINT SEALANT RESILIENT BASE PARTITION AS SCHEDULED
CONCRETE SLAB CEMENTITIOUS UNDERLAYMENT WHERE INDICATED RESILIENT FLOORING JOINT SEALANT RESILIENT BASE PARTITION AS SCHEDULED CONCRETE SLAB RESILIENT TRANSITION REDUCER STRIP RESILIENT
FLOORING M A X . 1 / 2 " CONCRETE SLAB FLOOR TRANSITION STRIP CARPET CONCRETE SLAB M A X . 1 / 2 " RESILIENT FLOORING FLOOR TRANSITION STRIP CARPET CONCRETE SLAB CONCRETE SLAB FLOORING
SEAM RESILIENT FLOORING 1 / 8 " Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
6" = 1'-0" A9.02 20758.00 11/30/2018 FLOOR TRANSITION AND BASE DETAILS SCALE: 6" = 1'-0" 7 TYPICAL WALL BASE DETAIL INTEGRAL BASE AT RESINOUS FLOORING1 SCALE: DETAIL 6" = 1'-0" 1 TYPICAL
WALL BASE DETAIL RESILIENT BASE AT CARPET SCALE: DETAIL 6" = 1'-0" 5 TYPICAL WALL BASE DETAIL RESILIENT BASE AT RESILIENT FLOORING1 SCALE: DETAIL 6" = 1'-0" 6 TYPICAL FLOOR TRANSITION
RESILIENT TO FINISHED CONCRETE1 SCALE: DETAIL 6" = 1'-0" 2 TYPICAL FLOOR TRANSITION CARPET TO FINISHED CONCRETE1 SCALE: DETAIL 6" = 1'-0" 3 TYPICAL FLOOR TRANSITION CARPET TO RESILIENT1
SCALE: DETAIL 6" = 1'-0" 4 TYPICAL FLOOR TRANSITION RESILIENT TO RESILIENT1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A9.10DOOR SCHEDULE.pdf
FRAME TYPE 2 F -FLUSHFG -FULLY GLAZED SLIDER SEE SCHEDULESEE PLAN SEE SCHEDULE 8" 1' - 0" 6" FRAME TYPE 3 SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE 6" MG-2MG-2 DOOR TYPES PANEL
TYPES FRAME TYPES SEE SCHEDULE FRAME TYPE 1 SEE SCHEDULE SEE SCHEDULE 2" AG -ALL GLASS 4" 4" ALL GLASS SEE SCHEDULE SEE SCHEDULE MG-3MG-3MG-3 MG-3 1 A9.10 FF/CEILING VIF EXISTING ACOUSTIC
CEILING SYSTEM TEMPERED GLAZING WOOD BLOCKING METAL FRAMING PARTITION AS SCHEDULED OVERHEAD CONCEALED CLOSER 1" EXISTING CEILING TRIM 1" DOOR RAIL EXISTING ACOUSTIC CEILING SYSTEM EXISTING
CEILING TRIM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274
Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A9.10 20758.00
11/30/2018 DOOR SCHEDULE DOOR SCHEDULE NUMBER DOORFRAME DOOR HARDWA RE SETREMARKS OPENING WIDTH WIDTH BY PANEL OPENING HEIGHT PANEL TYPE THICKCONSTR FACING & FINISH DOOR GLASS TYPE
FRAME TYPECONSTR. FRAME GLASS TYPE FIRE RATING PANEL 1PANEL 2PANEL 1PANEL 2 LEVEL 1 100A6' - 0"3' - 0"3' - 0"8' - 1"AGAGAGMG-1HMUCFT--3.0 158BA3' - 0"3' - 0"7' - 0"F1 3/4"SCWTF--F3HM----9.0
170A3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFLG-1F2HMLG--10.0 LEVEL 2 200JAA3' - 0"3' - 0"7' - 0"F1 3/4"(none)PT1(none)F3(none)(none)C456.0 200TCA3' - 0"3' - 0"7' - 0"F1 3/4"HMPT1--F3HM----7.0
200UAA6' - 5"3' - 2 1/2"3' - 2 1/2"7' - 0"FF1 3/4"HMPT1--F3HM----4.0 200UBA6' - 2"3' - 1"3' - 1"7' - 0"FF1 3/4"HMPT1--F3HM----4.0 260A3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFLG-1F2HMLG--1.0SECURITY
SYSTEM TIE-IN REQUIRED (CARD READER) 260B3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFFG-1F2HMFRGC451.0SECURITY SYSTEM TIE-IN REQUIRED (CARD READER) 269A3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFLG-1F2HMLG--1.0SECURIT
Y SYSTEM TIE-IN REQUIRED (CARD READER) 269B3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFFG-1F2HMFRGC451.0SECURITY SYSTEM TIE-IN REQUIRED (CARD READER) 276A4' - 6"3' - 0"1' - 6"7' - 0"FGFG1 3/4"SCWTFFG-1F1HMFRGC
452.0SECURITY SYSTEM TIE-IN REQUIRED (CARD READER) 276AA(none)--(none)----(none)SLIDING DOOR TYPE ASD-1. 276BA(none)--(none)----(none)SLIDING DOOR TYPE ASD-1. 276CA(none)--(none)----(none)SLIDING
DOOR TYPE ASD-1. 276DA(none)--(none)----(none)SLIDING DOOR TYPE ASD-1. 276DB(none)--(none)----(none)SLIDING DOOR TYPE ASD-1. LEVEL 3 300JAA3' - 0"3' - 0"7' - 0"F1 3/4"(none)PT1(none)F3(none)(none)C4
56.0 300UAA6' - 5"3' - 2 1/2"3' - 2 1/2"7' - 0"FF1 3/4"HMPT1--F3HM----4.0 300UBA6' - 2"3' - 1"3' - 1"7' - 0"FF1 3/4"HMPT1--F3HM----4.0 360A3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFLG-1F2HMLG--8.0
362A3' - 0"3' - 0"7' - 0"FG1 3/4"SCWTFLG-1F2HMLG--1.0SECURITY SYSTEM TIE-IN REQUIRED (CARD READER) 367B4' - 6"3' - 0"1' - 6"7' - 0"FGFG1 3/4"SCWTFFG-1F1HMFRGC452.0SECURITY SYSTEM TIE-IN
REQUIRED (CARD READER) 367A3' - 6"3' - 6"7' - 0"FG1 3/4"SCWTFFG-1F1HMFRGC452.0SECURITY SYSTEM TIE-IN REQUIRED (CARD READER) 367BA(none)(none)(none)----(none)SLIDING DOOR TYPE ASD-3.
LIGHT TIGHT GASKETING. 367AA(none)(none)(none)----(none)SLIDING DOOR TYPE ASD-2. LIGHT TIGHT GASKETING. 367FA(none)--(none)----(none)SLIDING DOOR TYPE ASD-1. *KEY DOOR CONSTRUCTION
KEYDOOR CONSTRUCTION DESCRIPTION AEALUMINUM ENTRANCE DOOR AGALL-GLASS DOOR FRPFIBERGLASS REINFORCED POLYESTER DOOR HMHOLLOW-METAL DOOR INTINTEGRATED DOOR ASSEMBLY LLHMLEAD-LINED HOLLOW-METAL
DOOR LLWDLEAD-LINEN WOOD DOOR RFRF SHIELDED DOOR SCWSOLID-CORE DOOR WITH WOOD-VENEER FACES SRWSTILE AND RAIL DOOR SSSTAINLESS STEEL DOOR TRTRAFFIC DOOR *KEY DOOR FIRE RATINGS KEYFIRE
RATING DESCRIPTION --NO FIRE RATING 2020 MINUTES A1803 HOUR 'A; LABEL B601 HOUR 'B' LABEL B901-1/2 HOUR RATING 'B' LABEL REQUIRED C453/4 HOUR 'C' LABEL SMSMOKE *KEY DOOR GLASS TYPE
KEYDOOR GLASS TYPE DESCRIPTION --NO GLASS REQUIRED FG-1FIRE RATED GLASS IG-1INSULATING GLASS LG-1LAMINATED GLASS MG-1UNCOATED CLEAR FULLY TEMPERED FLOAT GLASS PGPATTERNED GLASS TPGTEMPERED
PATTERNED GLASS *KEY DOOR HARDWARE HARDWARE SETDESCRIPTION 1.0FAIL SECURE SINGLE 2.0FAIL SECURE PAIR 3.0DOUBLE ACTING PAIR 4.0STOREROOM PAIR - UNOCCUPIED SPACE 5.0CLASSROOM WITH CLOSER
6.0STOREROOM WITH CLOSER 7.0SINGLE PRIVACY WITH CLOSER 8.0CLASSROOM WITHOUT CLOSER 9.0PRIVATE OFFICE 10.0PASSAGE SET WITHOUT CLOSER 11.0SLIDING GLASS DOOR *KEY FRAME CONSTRUCTION KEYFRAME
CONSTRUCTION DESCRIPTION ALALUMINUM CWCURTAIN WALL HMHOLLOW-METAL INTINTEGRATED DOOR ASSEMBLY LLHMLEAD-LINEN HOLLOW-METAL SFSTOREFRONT SSSTAINLESS STEEL WDWOOD *KEY FRAME GLASS TYPE
KEYFRAME GLASS TYPE DESCRIPTION --NO GLASS REQUIRED CIGCLEAR INSULATING GLASS FRGFIRE RATED GLASS LGLAMINATED GLASS PGPATTERNED GLASS PWPATTERNED WIRE GLASS PWGPOLISHED WIRE GLASS TPGTEMPERED
PATTERNED GLASS UCFTUNCOATED CLEAR FULLY TEMPERED FLOAT GLASS UTFTUNCOATED TINTED FULLY TEMPERED FLOAT GLASS *KEY DOOR FACING & FINISH KEYDOOR FACING & FINISH DESCRIPTION PT1PAINT TFTRANSPARENT
FINISH SCALE: DETAIL 6" = 1'-0" 1 ALL GLASS DOOR HEADER DETAIL #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 301/07/19ADDENDUM 02
A9.11INTERIOR DETAILS.pdf
PARTITION AS SCHEDULED RECESSED ELECTRICAL PANEL PIANO HINGE 1/2" X 1-1/2" PAINTED WOOD TRIM WOOD PANEL MAGNETIC CATCH 1" ADJACENT PANEL, WHERE OCCURS PARTITION AS SCHEDULED RECESSED
ELECTRICAL PANEL CABINET DOOR 11 1/2" CABINET DOOR PARTITION AS SCHEDULED RECESSED EXTINGUISHER CABINET HORIZONTAL MULLION FIRESAFING MINERAL WOOL INSULATION LINE OF VERTICAL FRAME
BEYOND FIRE-RATED GLAZING AS SCHEDULED HORIZONTAL ALUMINUM COVER CAP PARTITION TO MATCH EXISTING SEE ELEVATION VARIES 3/8" 2" SEALANT AND BACKER ROD HORIZONTAL MULLION HORIZONTAL ALUMINUM
COVER CAP FIRE-RATED GLAZING AS SCHEDULED FIRE-RATED BLACKING AS NECESSARY PARTITION AS SCHEDULED 3/8" 2" FIRESAFING MINERAL WOOL INSULATION SEALANT AND BACKER ROD VERTICAL ALUMINUM
COVER CAP VERTICAL MULLION FIRESAFING MINERAL WOOL INSULATION FIRE-RATED GLAZING AS SCHEDULED LINE OF HORIZONTAL MULLION BELOW PARTITION AS SCHEDULED PARTITION AND ALUMINUM WINDOW SYSTEM
3/4" X 1-1/2" PAINTED WOOD TRIM WOOD WALL PANEL BASE AS SCHEDULED 3/4" X 1-1/2" PAINTED WOOD TRIM MIN. 1"24" MAX. ACOUSTIC PANEL, PAINTED METAL CHANNEL FASTENER, FIELD PAINTED EXISTING
CONCRETE RIB 2" LEVEL 2 14' - 0" LEVEL 3 28' - 0" LEVEL 4 42' - 0" S LEVEL 4 42' - 0" NEW EXHAUST DUCTWORK NEW SUPPLY AIR DUCTWORK 2HR FIRE RATED SEPARATION 2HR FIRE RATED HORIZONTAL
SEPARATION 2HR FIRE RATED HORIZONTAL SEPARATION A9.01 8 SIM. PAINTED ALUMINUM PICTURE RAIL SHIM GYPSUM BOARD COUNTERSUNK FASTENERS GYPSUM BOARD REVEAL TRIM TRANSOM FRAMING EDGE OF NEW
WINDOW SILL BELOW EXISTING HORIZONTAL WINDOW MULLION EXISTING GLASS EXPANDABLE ACOUSTIC PARTITION CLOSURE FILLER WALL END CAP WALL AS SCHEDULED Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A9.11 20758.00 11/30/2018 INTERIOR DETAILS SCALE: DETAIL
3" = 1'-0" 1 ELECTRICAL CABINET WITH WOOD WALL PANEL SCALE: DETAIL 3" = 1'-0" 3 ELECTRICAL CABINET SCALE: DETAIL 3" = 1'-0" 4 FIRE EXTINGUISHER CABINET SCALE: SECTION DETAIL 3" = 1'-0"
7 AT FIRE RATED INTERIOR GLAZING SILL SCALE: DETAIL 3" = 1'-0" 5 AT FIRE RATED INTERIOR GLAZING HEAD SCALE: DETAIL 3" = 1'-0" 6 INTERIOR GLAZING JAMB AT NEW WALL CONDITION SCALE: DETAIL
3" = 1'-0" 2 WOOD WALL PANEL SECTION SCALE: SECTION DETAIL 3" = 1'-0" 8 HEAT COLLECTION PLATE SCALE: 1/2" = 1'-0" 9 SHAFT SECTION #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM
02 SCALE: 3" = 1'-0" 10 PICTURE HANGING RAIL DETAIL SCALE: 3" = 1'-0" 11 ACOUSTIC PARTITION MULLION CLOSURE
A9.20LAB CASEWORK DETAILS.pdf
V A N2 V A N2 V A N2 V A N2 SUSPENDED BASE CABINET BELOW EPOXY COUNTERTOP LINE OF WOOD TOP SHELF WITH LED LINE OF ADJ WOOD SHELVING ABOVE PAINTED SQUARE STEEL FRAME RACEWAY ABOVE
LAB TURRETS 2 A9.20 13 GLASS MARKERBOARD 6'-0" TYP EPOXY COUNTERTOP SUSPENDED WOOD BASE CABINET w/ WOOD FRONTS ADJUSTABLE WOOD SHELVING RACEWAY WITH POWER AND DATA PAINTED SQUARE STEEL
FRAME EXTENDED WOOD TOP SHELF LAB TURRETS LED TASK LIGHT w/ VACANCY SENSOR ELECTRICAL RACEWAY w/ POWER & DATA 3 PORT ALUMINUM GAS MANIFOLD CHANNEL FOR WIRING WIRE MANAGEMENT RAIL
& CABINET BUMPER SLOTTED METAL CHANNEL SUPPORT SYSTEM TASK LIGHT DRIVER ELECTRICAL OUTLET ON CASEWORK LEG ADJACENT TO OFOI U.C. FRIDGE PTD METAL TRAY FOR LAB GAS SERVICES, CAPABLE OF
CANTILEVERING OFF A SINGLE BENCH, OR BEING ATTACHED TO BOTH QUICK CONNECT HOSES SHOULD BE BOUND TOGETHER AND PULLED REASONABLY TIGHT OUTLINE OF 1/2" THICK TRANSLUCENT GLASS WRITEABLE
SURFACE ATTACHED TO CASEWORK 3' - 11" 3' - 1" 2 1 EXTENDED WOOD TOP SHELF LED TASK LIGHT w/ VACANCY SENSOR B.O. BEAM 10' 6" AFF EPOXY COUNTERTOP SUSPENDED WOOD BASE CABINET w/ WOOD
FRONTS OFOI UNDER COUNTER REFRIGERATOR V A N2V A N2 RACEWAY WITH POWER AND DATA LAB TURRETS WIRE MANAGMENT RAIL & CABINET BUMPER ADJ WOOD SHELVING PAINTED SQUARE STEEL
FRAME PUSH BUTTON LIGHT SWITCH FOR LED TASK LIGHT SLOTTED METAL CHANNEL SUPPORT SYSTEM B.O. LIGHT 8' 6" AFF B.O. SOFFIT 9' 6" AFF LINEAR PENDANT LIGHT FIXTURE ROUND PENDANT LIGHT FIXTURE
1/2" THICK TRANSLUCENT GLASS WRITEABLE SURFACE ATTACHED TO CASEWORK B.O. SUPPORT RACK 9' 6" AFF EXISTING RIB & BEAM BEYOND PLUMBING/GAS MANIFOLD VCAN2 PHWR PHWS HWR HWS SPRINKLER PIPING,
SEE PLUMBING DWGS. 3 1/4" 1 5/8"x1 5/8" INTERMEDIATE SLOTTED METAL CHANNEL 1 5/8"x3 1/4" BACK-TO-BACK PRIMARY SLOTTED METAL CHANNEL 1 5/8"x1 5/8" SLOTTED METAL CHANNEL VERTICAL SUPPORTS
1 5/8"x3 1/4" BACK-TO-BACK PRIMARY SLOTTED METAL CHANNEL 1 5/8"x3 1/4" BACK-TO-BACK PRIMARY SLOTTED METAL CHANNEL EPOXY COUNTERTOP WITH DRIP EDGES (FRONT AND BACK) RAILS FOR SUSPENDED
CABINET ADJUSTABLE HEIGHT TABLE LEGS 2'-5" -3'-2" 2'-6" OR AS NOTED ON PLAN 1" 1/4" 1 1/2" 1 1/2" X 3/4" STEEL TUBE SUPPORT SUSPENDED CABINET, WHERE INDICATED PAINTED METAL PLATE FOR
CABLE MANAGEMENT, 2 HOLES PER BENCH FOR CORDS ELECTRICAL POWERSTRIP EPOXY COUNTERTOP ADJUSTABLE HEIGHT LEGS SEE ENLARGED PLANS FOR TABLE DIMENSIONS 5' - 6" 1 1/2" X 3/4" STEEL TUBE
SUPPORT FINISH TOP BACK AND SIDES 2' - 5" 2' - 0" 2' - 9" EPOXY COUNTERTOP @ TYP. OPEN LAB MOVABLE BENCHES WOOD FRONTS WOOD BASE CABINET 4"1' - 9 3/8"1/4"6 3/8"1/4" Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A9.20 20758.00 11/30/2018 LAB CASEWORK
DETAILS SCALE: 1/2" = 1'-0" 3 PLAN - TYPICAL LAB BENCH SCALE: 1" = 1'-0" 2 SECTION - TYPICAL LAB BENCH IN OPEN LAB SCALE: 1" = 1'-0" 1 ELEVATION - TYPICAL LAB BENCH IN OPEN LAB SCALE:
1" = 1'-0" 4 TYPICAL LAB TABLE SCALE: 1" = 1'-0" 5 TYPICAL LAB TABLE ELEVATION SCALE: SECTION DETAIL 1" = 1'-0" 6 TYPICAL ROLLING BASE CABINET - 1 DOOR 1 DRAWER #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION 201/07/19ADDENDUM 02
A9.21LAB CASEWORK DETAILS.pdf
STEEL SHELVING STANDARD SECURED TO WOOD BLOCKING WOOD BLOCKING STEEL SHELVING END BRACKET STEEL SHELVING INTERMEDIATE BRACKET WOOD SHELVING BELOW PARTITION AS SCHEDULED 1'-8" AT TOP
SHELF 1' - 0" 2 ' 6 " 1' - 10" 1' - 0" 4'-6" AFF 7'-0" AFF 1 ' 3 " 1 ' 3 " LED TASK LIGHT BASE CONSTRUCTION WOOD BLOCKING TOP SHELF TO BE 12" AT NON-TASK LIGHT LOCATIONS STEEL SHELVING
BRACKET WOOD SHELVING, TYP. STEEL SHELVING STANDARD SECURED TO WOOD BLOCKING BRACKET BEYOND METAL SHELVING END BRACKET TYPICAL AT ALL WALL SHELVING IN ALL AREAS OF LAB AND SUPPORT 1
' 4 " 4' - 0"4' - 0" ALUMINUM GAS MANIFOLD SLOTTED METAL CHANNEL SUPPORT SYSTEM PLUGGED GAS CONNECTIONS RACEWAY WITH POWER AND DATA 3' - 0"3' - 0" QUICK CONNECT FIXTURES OUTLET TO
POWER BENCH S E E E L E V A T I O N S F O R D I M E N S I O N S L E N G T H O F S H E L F PLAN NOTE: 1. ALL WIRING SHALL BE CONCEALED AND NOT EXPOSED TO VIEW BETWEEN LIGHT AND BACK
OF SHELF 2. TASK LIGHT FINISH TO MATCH CASEWORK METAL FINISH TASK LIGHT BRACKET BEYOND SECTION WOOD SHELF 2 ' 6 " 1' - 10" 4'-6" AFF 7'-0" AFF LED TASK LIGHT BASE CONSTRUCTION WOOD
BLOCKING TOP SHELF TO BE 12" AT NON-TASK LIGHT LOCATIONS STEEL SHELVING STANDARD BEYOND SECURED TO WOOD BLOCKING BRACKET BEYOND TYPICAL AT ALL PEGBOARD LOCATIONS IN ALL AREAS OF LAB
AND SUPPORT EPOXY PEGBOARD Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated A9.21
20758.00 11/30/2018 LAB CASEWORK DETAILS SCALE: PLAN DETAIL 3" = 1'-0" 4 LABORATORY WALL SHELVING - PLAN SCALE: SECTION DETAIL 3" = 1'-0" 1 LABORATORY WALL SHELVING - SECTION SCALE:
DETAIL 1 1/2" = 1'-0" 5 SLOTTED METAL CHANNEL FRAMING SUPPORT SYSTEM -RCP DETAIL SCALE: 6" = 1'-0" 3 TASK LIGHT DETAIL SCALE: SECTION DETAIL 3" = 1'-0" 2 LABORATORY WALL SHELVING &
PEGBOARD - SECTION #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A9.22LAB CASEWORK DETAILS.pdf
3 ' 1 " 7 " 4 " 1 " TASK LIGHT TYPICAL ADJUSTABLE SHELVING EPOXY BACKSPLASH EPOXY COUNTERTOP WOOD CASEWORK 3/8" 2' - 0" 1" ADJUSTABLE SHELVING BASE AS SCHEDULED 1' - 10" 1' - 0" 2 1
/ 4 " 1 / 8 " 1 " 1 0 " 2 ' 1 1 1 / 2 " 4 3 / 4 " 5"2' - 0"1 1/4" 1' - 10" EPOXY PEGBOARD ON SHELVING BRACKETS STAINLESS STEEL TROUGH EPOXY BACKSPLASH EYEWASH / DRENCH HOSE UNDERMOUNT
EPOXY SINK SINK SUPPORT WOOD CASEWORK WITH KICK SPACE ATTACHED TO DOOR RESILIENT BASE CUT TO FIT EPOXY COUNTER TOP WITH MARINE EDGE PROTECTIVE INSULATION @ EXPOSED PIPING 3' - 0" EMERGENCY
SHOWER SOFFIT SHELF WITH LED TASK LIGHT, TYPICAL PURE WATER TAP 8"LIGHT SWITCH FOR TASK LIGHT WHERE OCCURS SIDE WALL WHERE OCCURS 2 ' 1 0 " M A X . REQUIRED TOE + KNEE CLEARANCE; SEE
MOUNTING SCHEDULE 3 ' 6 " 8 ' 0 " 2 1 / 4 " 6 " 1 ' 1 1 3 / 4 " 1 " 4 " 3 ' 1 " 5"2'-0"1 1/4" EPOXY PEGBOARD ON SHELVING BRACKETS SHELF WITH TASK LIGHT -TYPICAL STAINLESS STEEL TROUGH
EPOXY BACKSPLASH EYEWASH / DRENCH HOSE UNDERMOUNT EPOXY SINK SINK SUPPORT WOOD CASEWORK BASE AS SCHEDULED EPOXY COUNTER TOP WITH MARINE EDGE DRIP EDGE 7 " 4 3 / 4 " 2 ' 1 1 1 / 2 "
1'-10" PURE WATER TAP 1 1 " 1 " 5"2' - 0"1 1/4" EMERGENCY SHOWER SOFFIT 7 " 3'-0'' . 9 0 . 0 0 ° 4 8 ' ' M A X A F F PROVIDE ACCESS PANEL FOR VALVE ACCESS ON EXPOSED END 8'-0" AFF FLATHEAD
STAINLESS STEEL SCREW #4 STAINLESS STEEL PLATE 2"4"4" 3 " 1 1 / 2 " 1 1 / 2 " 2" AIR, NITROGEN, AND VACUUM T/COUNTER 2'-7 1/4"AFF TYP. 3'-1 1/4"AFF AT LABS 1 1 / 2 " 1 " 1" EPOXY COUNTERTOP
DRIP EDGE 3/4 " HARDWOOD EDGE TRIM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
As indicated A9.22 20758.00 11/30/2018 LAB CASEWORK DETAILS SCALE: SECTION DETAIL 1" = 1'-0" 1 TYPICAL FIXED CASEWORK AND WALL SHELVING SCALE: SECTION DETAIL 1" = 1'-0" 2 ADA LABORATORY
SINK AND EMERGENCY SHOWER SCALE: SECTION DETAIL 1" = 1'-0" 3 TYPICAL SINK SECTION SCALE: DETAIL 1 1/2" = 1'-0" 4 EMERGENCY SHOWER PULL STATION SCALE: DETAIL 3" = 1'-0" 5 TYPICAL TURRET
ESCUTCHEON SCALE: DETAIL 6" = 1'-0" 6 TYPICAL EPOXY COUNTER FRONT EDGE DETAIL #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
A9.40EQUIPMENT LIST.pdf
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 A9.40 20758.00 11/30/2018
EQUIPMENT LIST EQUIPMENT SCHEDULE - LAB PRINCIPAL INVESTIGATOREQUIPMENT IDDESCRIPTIONMANUFACTURERMODEL FURNISHED BY FURNISHED BY FURNISHED BY WEIGHT LBSWIDTHDEPTHHEIGHT ELEC.ELEC.ELEC.ELEC.ELEC.ELEC
.ELEC.ELEC.WATERWATERWATERWATERWATER HOUSE SERVICES HOUSE SERVICES HOUSE SERVICES HOUSE SERVICESTANKSTANKSTANKSTANKS REMARKS OFOIOFCICFCI VOLTSAMPSPHASE DISCNT CIRCTOUTLETEM POWERUPS
ALARM POINTHWCWSTFDRODIVACCANGN2ARCO2HEO2 CHRIS ALABIEQ-CA-01Mass Spectrometer (LCMS)AgilentG1956GBX1402' - 1 1/4"2' - 0 1/2"1' - 11"2402XX CHRIS ALABIEQ-CA-02HPLC 1Agilent1100 SeriesX1201'
- 3"1' - 5"1' - 8"1208 CHRIS ALABIEQ-CA-03HPLC 2Agilent1100 SeriesX1202' - 6"1' - 5"1' - 8"1208 CHRIS ALABIEQ-CA-04HPLC 3Agilent1100 SeriesX1202' - 6"1' - 5"1' - 8"1208 CHRIS ALABIEQ-CA-05SpeedvacSa
vantSC250X1271' - 6"2' - 1"1' - 6"1201 CHRIS ALABIEQ-CA-06Speedvac PumpX6"1' - 4"1' - 5"1201 CHRIS ALABIEQ-CA-07Speedvac CondenserX1' - 10 1/2"2' - 0"1' - 3"1201 CHRIS ALABIEQ-CA-08Liquid
Handling RobotJ-KEM ScientificCustomX1004' - 2"1' - 2"1' - 4"1206X CHRIS ALABIEQ-CA-09Gravity OvenThermo ScientificHerathermX2' - 1"2' - 5"3' - 0"1201 CHRIS ALABIEQ-CA-10Combiflash
Chromatography SystemTeledyneRF-200iX501' - 2"1' - 5"2' - 0"1202X CHRIS ALABIEQ-CA-11RotavaporBucchiR-210X401' - 11"1' - 7"2' - 9"1202XCHILLED WATER PREFERRED. OTHERWISE USERS USE DRY
ICE CHRIS ALABIEQ-CA-12RotavaporBucchiR-210X401' - 11"1' - 7"2' - 9"1202 CHRIS ALABIEQ-CA-13UV Box ApparatusX2' - 0"1' - 0"1' - 1"1201 CHRIS ALABIEQ-CA-14Balance (precision)Metler ToledoMS303SX148"1
' - 2"11"1201 CHRIS ALABIEQ-CA-15Balance (precision)Metler ToledoMS303SX148"1' - 2"11"1201 CHRIS ALABIEQ-CA-16Balance (analytical)Metler ToledoMS104SX148"1' - 2"1' - 0"1201 CHRIS ALABIEQ-CA-17Balance
(analytical)Metler ToledoMS104SX148"1' - 2"1' - 0"1201 CHRIS ALABIEQ-CA-18Ultrasonicator BathFisher ScientificFS29X151' - 0"1' - 0"1' - 0"1201 CHRIS ALABIEQ-CA-19Flammable Stor. Refrigerator/Freezer
Fisher10FCEETSAX1202' - 0"2' - 0"5' - 0"1201X CHRIS ALABIEQ-CA-20Flammable Storage CabinetJustrite899020X4803' - 4"2' - 0"3' - 0" CHRIS ALABIEQ-CA-21Fluorous Purification ModuleCustomCustomX108"10"8"
X CHRIS ALABIEQ-CA-22Freezer -20VWRX2422' - 8"2' - 3"5' - 5"1201X CHRIS ALABIEQ-CA-23Dry Ice StorageX1' - 10"1' - 10"2' - 2" CHRIS ALABIEQ-CA-24Centrifuge 2Eppendorf5417RX1' - 0"1' -
8"9"1201 CHRIS ALABIEQ-CA-25Desiccator CabinetX1' - 0"1' - 3"1' - 8" CHRIS ALABIEQ-CA-26Plate ReaderTECANM1000X661' - 8"1' - 8"10"1203COMES W/ A COMPUTER CHRIS ALABIEQ-CA-27UC FridgeX1'
- 10"1' - 11"2' - 7"1201 CHRIS ALABIEQ-CA-28CO2 IncubatorX2' - 8 3/4"2' - 5"2' - 9 1/2"1201X CHRIS ALABIEQ-CA-29Incubator Shaker for BacteriaX1' - 10"2' - 6"2' - 0"1201 CHRIS ALABIEQ-CA-31MicrowaveX
1' - 6"1' - 1"11"1201 CHRIS ALABIEQ-CA-32MicroscopeX1' - 0"1' - 3"1' - 10"1201 CHRIS ALABIEQ-CA-33Centrifuge 2Eppendorf5417RX1' - 0"1' - 8"9"1201 CHRIS ALABIEQ-CA-34Refrigerator/Freezer
36"X3' - 0"3' - 0"5' - 8"1201X CHRIS ALABIEQ-CA-36Stacked Incubator 2X2' - 2"2' - 4"2' - 10"1201XX CHRIS ALABIEQ-CA-37Centrifuge 2Eppendorf5417RX1' - 0"1' - 8"9"1201 CHRIS ALABIEQ-CA-38MiliQMili-QA1
0X4211 3/4"1' - 8 1/2"1' - 8 1/2"1201X CHRIS ALABIEQ-CA-39MicroscopeX1' - 0"1' - 3"1' - 10"1201 CHRIS ALABIEQ-CA-40Water BathX2' - 0"1' - 3"1' - 4"1201 CHRIS ALABIEQ-CA-41Gravity Oven
2Thermo ScientificX1' - 7"1' - 2"2' - 0"1201 CHRIS ALABIEQ-CA-43Cryo TankX2' - 2"2' - 2"2' - 10"1201 CHRIS ALABIEQ-CA-44Freezer -80X2' - 9"3' - 2"6' - 6"1201XSHARED W/ RONG YANG CHRIS
ALABIEQ-CA-45UC FridgeX1' - 10"1' - 11"2' - 7"1201 CHRIS ALABIEQ-CA-46UC FridgeX1' - 10"1' - 11"2' - 7"1201 CHRIS ALABIEQ-CA-47UC FridgeX1' - 10"1' - 11"2' - 7"1201 NICK ABBOTTEQ-NA-01Bipotentiostat
Pine InstrumentsAFCBP1X1' - 6"1' - 2"7"120 NICK ABBOTTEQ-NA-02Pendant DropKruss25EX2' - 0"1' - 4"1' - 6"120 NICK ABBOTTEQ-NA-03Rotating Disk ElectrodePine InstrumentsX1' - 4"1' - 8"2'
- 0"120 NICK ABBOTTEQ-NA-04NIMA Langmuir TroughNIMA Technology312DX6' - 0"2' - 6"1' - 6"120 NICK ABBOTTEQ-NA-05KSV Langmuir TroughKSV InstrumentsX2' - 0"1' - 0"1' - 4"120 NICK ABBOTTEQ-NA-06Cytomete
rBioscienceAccuri C6X1' - 3"1' - 4"1' - 0"120 NICK ABBOTTEQ-NA-07Polarized Light MicroscopeOlympusBx60X1' - 0"2' - 0"2' - 2"120 NICK ABBOTTEQ-NA-08Polarized Light MicroscopeOlympusBx60X1'
- 0"2' - 0"2' - 2"120 NICK ABBOTTEQ-NA-09Inverted MicroscopeOlympusCKX-41X2' - 0"1' - 8"1' - 8"120 NICK ABBOTTEQ-NA-10Electron-Beam Deposition SystemTEK-VAC IndustriesVES-3000-CX6'
- 0"5' - 0"5' - 0"2403XX NICK ABBOTTEQ-NA-10Electron-Beam ChillerTEK-VAC IndustriesX1' - 6"2' - 6"2' - 0"2403XX NICK ABBOTTEQ-NA-11UltrasonicatorFisher ScientificF60X1' - 0"1' - 8"2'
- 0"120 NICK ABBOTTEQ-NA-12HomogenizerFisher ScientificF60X6"1' - 0"2' - 0"120 NICK ABBOTTEQ-NA-13Ultrasonicator BathFisher ScientificFS29X151' - 0"1' - 0"1' - 0"120 NICK ABBOTTEQ-NA-14RefrigeratorF
isher ScientificX2' - 6"2' - 6"4' - 0"1201 of 2 NICK ABBOTTEQ-NA-14RefrigeratorFisher ScientificX2' - 6"2' - 6"4' - 0"1202 of 2 NICK ABBOTTEQ-NA-15FreezerFisher ScientificX2' - 8"2'
- 3"5' - 5"120 NICK ABBOTTEQ-NA-16Flammable Storage CabinetJustrite899020X4803' - 4"2' - 0"3' - 0"1 of 3 NICK ABBOTTEQ-NA-16Flammable Storage CabinetJustrite899020X4803' - 4"2' - 0"3'
- 0"2 of 3 NICK ABBOTTEQ-NA-16Flammable Storage CabinetJustrite899020X4803' - 4"2' - 0"3' - 0"3 of 3 NICK ABBOTTEQ-NA-18Polarized Light Microscope (gas detection)OlympusCH-40X9"11 1/2"2'
- 4"120in Fume Hood NICK ABBOTTEQ-NA-19Polarized Light Microscope (BX-41)OlympusBX-41X11"1' - 3"1' - 6"120 NICK ABBOTTEQ-NA-20Fluorescent/Polorized Light MicroscopeOlympusIX-71X1' -
3"2' - 6"2' - 1"120 NICK ABBOTTEQ-NA-21Fluorescent/Polorized Light Microscope ControllerOlympusIX-71X10"1' - 5"1' - 5"120 NICK ABBOTTEQ-NA-22Infrared Spectrophotometer (FTIR)ThermofisherNicolet
IS 50R FTIRX2' - 0"2' - 5"1' - 6"120 NICK ABBOTTEQ-NA-23Infrared Spectrophotometer (Research Module)ThermofisherIS 50X1' - 8"2' - 2"1' - 6"120 NICK ABBOTTEQ-NA-24Infrared Spectrophotometer
(HINDS PEM-90)GWCHINDS PEM-90X1' - 0"1' - 6"1' - 7"120 NICK ABBOTTEQ-NA-25Dynamic & Light Scattering (water bath & controller)BIX9"1' - 3"1' - 10"120 NICK ABBOTTEQ-NA-26Dynamic & Light
Scattering (light scattering)BIX5' - 0"4' - 0"1' - 3"120 NICK ABBOTTEQ-NA-32Licor Dew Point GeneratorLi-corLI-610X10"1' - 0"9"120 NICK ABBOTTEQ-NA-33Licor Dew Point GeneratorLi-corLI-610X10"1'
- 0"9"120 NICK ABBOTTEQ-NA-34Scanning UV-vis SpectrophotometerCary100X2' - 0"2' - 7"1' - 0"120 NICK ABBOTTEQ-NA-36UV Cross-LinkerFisherSpectroline SelectX1' - 7"9"10"120 NICK ABBOTTEQ-NA-37Centrifug
e 1ThermoSorvall Biofuge PrimoX1' - 3"1' - 5"1' - 0"120 NICK ABBOTTEQ-NA-38Centrifuge 2Eppendorf5417RX1' - 0"1' - 8"9"120 NICK ABBOTTEQ-NA-40Circulating Water BathVWR1120X1' - 0"1' -
0"9"120 EQ-NA-41MiliQ 12"x12"x20"Mili-QX1' - 0"1' - 0"1' - 8" NICK ABBOTTEQ-NA-42VortexerFisherX5"8"6"1201/3 NICK ABBOTTEQ-NA-42VortexerFisherX5"8"6"1202/3 NICK ABBOTTEQ-NA-42VortexerFisherX5"8"6"12
03/3 NICK ABBOTTEQ-NA-43Oven (fisher 1)FisherX2' - 1"2' - 0"2' - 5"120 NICK ABBOTTEQ-NA-43Oven (fisher 1)FisherX2' - 1"2' - 0"2' - 5"120 NICK ABBOTTEQ-NA-44Oven (Yamato)YamatoDKN 402X1'
- 9"2' - 0"2' - 9"120 NICK ABBOTTEQ-NA-45Oven (fisher 2)FisherX2' - 0"2' - 0"2' - 9"120 NICK ABBOTTEQ-NA-46Vacuum OvenFisherIsotemp 281AX1' - 3"1' - 5"2' - 0"120 NICK ABBOTTEQ-NA-47Balance
(denver)DenverA250X1' - 0"1' - 5"1' - 0"120 NICK ABBOTTEQ-NA-48Balance (ohaus)OHAUSAdventurerX8"1' - 0"7"120 NICK ABBOTTEQ-NA-49Balance (mettler)METTLER ToledoAB54X9"1' - 0"10"120 NICK
ABBOTTEQ-NA-50pH MeterDenverBASICX1' - 0"1' - 0"1' - 0"120 RONG YANGEQ-RY-01FTIRThermofisherNicolet iS50 SpectrometerX1322' - 1"2' - 3"11"12015X RONG YANGEQ-RY-02Contact Angle Goniometerrame-hart250
X141' - 7"10"1' - 8"1202 RONG YANGEQ-RY-03QCM-D 1Q-senseE4-electronicsX201' - 2 3/16"8 5/16"7 1/8"1201.6 RONG YANGEQ-RY-04QCM-D 2Q-senseE4-chamberX189 1/2"1' - 1 3/8"4 11/16"120 RONG
YANGEQ-RY-05UV-visMetler ToledoUV7X158 3/16"10 1/8"9"1200.8 RONG YANGEQ-RY-06HPLC 1260Agilent1260 InfinityX1341' - 3 5/8"1' - 6 1/2"2' - 11"1205 RONG YANGEQ-RY-07Fluorescent MicroscopeOlympusIX83X10
41' - 1"1' - 7"2' - 3"120 RONG YANGEQ-RY-09Particle AnalyzerBeckman CoulterDelsa NanoCX46.31' - 3"1' - 9 3/4"8 5/16"1203 RONG YANGEQ-RY-10BalanceMetler ToledoXS105X58"1' - 2"11"120 RONG
YANGEQ-RY-12pH Meter VWRVWRH30PCDX51' - 0"1' - 0"1' - 0"120 RONG YANGEQ-RY-13Recirculating Heater/ChillerThermofisherArctic SC150/A25X79.510 1/2"1' - 7"2' - 4"120 RONG YANGEQ-RY-14iCVD
ReactorCustomX3008' - 0"3' - 0"3' - 4"12080LOCAL SNORKEL RONG YANGEQ-RY-15iCVD Filaments Power Supplybk precision1715AX10.55 1/2"1' - 0 1/2"6 1/4"1202 RONG YANGEQ-RY-16iCVD PumpEdwardsiQDP80/QMB500X
3591' - 3 3/8"2' - 4"2' - 8"240313XXXEXHAUST REQUIRED RONG YANGEQ-RY-17Recirculating Heater/ChillerThermofisherArctic SC150/A25X79.510 1/2"1' - 7"2' - 4"1205 RONG YANGEQ-RY-19Spin CoaterLaurellH6-23X
1011 5/8"1' - 4 13/16"1' - 8"1203XXLOCATED IN FUME HOOD RONG YANGEQ-RY-20RotavaporBucchiR-210X401' - 11"1' - 7"2' - 9"1200.5LOCATED IN FUME HOOD RONG YANGEQ-RY-21Refrigerator/FreezerX2'
- 10"2' - 9 3/4"5' - 7 3/4"1205 RONG YANGEQ-RY-22Vacuum DesiccatorVWRF4200-41111X23.751' - 4 1/2"1' - 3 5/8"1' - 7 1/2"X RONG YANGEQ-RY-25iCVD ReactorCustomX3008' - 0"3' - 0"3' - 4"12080LOCAL
SNORKEL RONG YANGEQ-RY-26iCVD Filaments Power Supplybk precision1715AX10.55 1/2"1' - 0 1/2"6 1/4"1202 RONG YANGEQ-RY-27iCVD PumpEdwardsiQDP80/QMB500X3591' - 3 3/8"2' - 4"2' - 8"240313XXXEXHAUST
REQUIRED RONG YANGEQ-RY-28Recirculating Heater/ChillerThermofisherArctic SC150/A25X79.510 1/2"1' - 7"2' - 4"1205 RONG YANGEQ-RY-29Recirculating Heater/ChillerThermofisherArctic SC150/A25X79.510
1/2"1' - 7"2' - 4"1205 RONG YANGEQ-RY-30Schlenk Line ManifoldChemglassAF-0450X203' - 4"4"2' - 0"120XLOCATED IN FUME HOOD RONG YANGEQ-RY-31Schlenk Line PumpWelchDuoSeal HighX1281' -
0"1' - 8"1' - 3"1208.8LOCATED IN FUME HOOD RONG YANGEQ-RY-32Vacuum Distilation ApparatusAldrichKugelrohrX2' - 1"11"1' - 6"1207.5X RONG YANGEQ-RY-33Recirculating Heater/ChillerThermofisherArctic
SC150/A25X79.510 1/2"1' - 7"2' - 4"1205 RONG YANGEQ-RY-36Centrifuge 2Eppendorf5417RX1' - 0"1' - 8"9"1206.9 RONG YANGEQ-RY-37MiliQMili-QA10X4211 3/4"1' - 8 1/2"1' - 8 1/2"1200.5X RONG
YANGEQ-RY-38Plasma CleanerHarrick PlasmaPDC-001-HPX451' - 6"9"11"1201.5 RONG YANGEQ-RY-39Pump Plasma CleanerHarrick PlasmaPDC-OPDX581' - 5"11"1' - 0"1202.5EXHAUST ?? RONG YANGEQ-RY-40EllipsometeryJ.
A. WoollamM-2000X1003' - 4 1/2"3' - 4 1/2"2' - 6 5/16"1204 RONG YANGEQ-RY-41Vacuum Oven 2X1' - 8"1' - 4"1' - 4 1/2"1205XX RONG YANGEQ-RY-44Refrigerator/FreezerX2' - 10"2' - 9 3/4"5'
- 7 3/4"1205X RONG YANGEQ-RY-46Stacked IncubatorX1' - 6 1/2"1' - 8 7/8"2' - 0"1205XX RONG YANGEQ-RY-47Centrifuge - UCX1' - 3"1' - 11"1' - 0"12012 RONG YANGEQ-RY-49Cell CounterBio-RadTC20X4.87
1/2"6"10"1201.2 RONG YANGEQ-RY-50Stacked IncubatorX1' - 6 1/2"1' - 8 7/8"2' - 0"1205XX #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 201/07/19ADDENDUM 02
AR1.00 _30_2018EL 0 - ASBESTOS ABATEMENT.pdf
83 83 83 83 FE 2066 SF B00UA 10 SF 129 13 SF B00UG 38 SF B00TB 73 SF B00UR 79 SF B00JB 91 SF B00UJ 129 SF B45 138 SF B00UM 118 SF 138 164 SF B78A 178 SF B00CD 159 SF 141 238 SF B00SB
280 SF B08 240 SF B00SA 301 SF B59 320 SF B54 320 SF B50 320 SF B52 320 SF B48 320 SF B46 1359 SF B49 384 SF B00UL 425 SF B40A 477 SF B56 514 SF B06 521 SF B40 672 SF B53 666 SF B55
684 SF B57 799 SF B02 812 SF B78 1100 SF B14 Not Enclosed B00UN 1093 SF 180 2332 SF B00CA 51 SF 182 157 SF 183 1133 SF B01 1165 SF B05 1935 SF B40B 993 SF Room B77 6 SF B00UK 82 SF
B00EB 14 SF B00UB 14 SF B00UC 45 SF B40C Not Enclosed B00UP 384 SF B00UH 214 SF B00UE 475 SF B00UF 328 SF B00UD 341 SF B14A 159 SF B14C 154 SF B14B 1092 SF B11 M L K J I H G 20'-3 1/2"20'-0"20'-0"20
'-0"20'-0"20'-0"15'-2 1/2"9'-5"16'-9"9'-5"12'-2 1/2"20'-0"20'-3 1/2" F E D C B A N 2 2 1 1 3 3 4 10'-10" 15'-5 1/2" 20'-0" 15'-0" 20'-0" 20'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 20'-0"
20'-0" 6 6 7 7 8 8 5 Q P R S T O 10 13 15 15 16 16 17 17 10'-10" 15'-5 1/2" 25'-0" 4'-0" 19'-0" 20'-0" 20'-0" 19'-0" 1'-0" U 18 19 20 21 24 2523 26 9 11 12 14 20'-0" 20'-0" 20'-0" 20'-0"
20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 15'-3 1/2" 20'-0" 25'-3 1/2" 5'-0" 9'-8 1/2" 10'-0" S1 2'-6" R1 5'-0" 4A 6'-2" Q1 10" 22 5.1 23.1 26.1 Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Cost Consultant Dharam Consulting 745
Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 3/32" = 1'-0" AR1.00 20758.00 11/30/2018 LEVEL 0 - ASBESTOS ABATEMENT # DATE DESCRIPTION Delta 860 Hooper Road Endwell, NY 13760
Tel: 607-231-6600 Abatement Specialist Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1 11/30/18 ISSUED FOR CONSTRUCTION N Renovation of Olin
Hall for Chemical and Biomolecular Engineering - Phase 1
AR1.04 _30_2018EL 4 - ASBESTOS ABATEMENT.pdf
83 83 83 M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 144A Q1 22 5.1 23.1 26.1 401 400UC Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Cost Consultant Dharam Consulting 745
Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 3/32" = 1'-0" AR1.04 20758.00 11/30/2018 LEVEL 4 - ASBESTOS ABATEMENT # DATE DESCRIPTION Asbestos Specialist Delta 860 Hooper Road
Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1 11/30/18 ISSUED FOR CONSTRUCTION N Renovation of Olin
Hall for Chemical and Biomolecular Engineering - Phase 1
C1.01SITE CIVIL DRAWINGS.pdf
LEVEL 1 0" LEVEL 0 -12' - 0" 1 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
# DATE DESCRIPTION AS SHOWN 20758.00 / TGM-E18-49 11/30/2018 Drawing Scale Project Number Date Issued Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1 11/30/18 ISSUED
FOR CONSTRUCTION Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 C1.01 SITE CIVIL DRAWINGS 2 01/07/19 ADDENDUM 02 2 2 2 2
C1.02SITE CIVIL DRAWINGS.pdf
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 #DATE DESCRIPTION AS SHOWN 20758.00
/ TGM-E18-49 11/30/2018 Drawing Scale Project Number Date Issued Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 111/30/18ISSUED FOR CONSTRUCTION Renovation of
Olin Hall for Chemical and Biomolecular Engineering - Phase 1 0.0000 C1.02 SITE CIVIL DRAWINGS x x x x
E0.01ELECTRICAL LEGEND & GENERAL NOTES.pdf
5 J VFD T3 PANEL XX X J J # F P SYSTEM GROUND OR EQUIPMENT GROUND POWER TRANSFORMER - DELTA CONNECTED PRIMARY GROUNDED WYE CONNECTED SECONDARY SWITCH "I" - INSTANTANEOUS PICKUP "S"
- SHORT TIME PICK UP & DELAY "G" - GROUND FAULT PICKUP "L" - LONG TIME PICK UP & DELAY DRAW OUT POWER CIRCUIT BREAKER (FRAME/TRIP) LSIG 1200 800 125E FUSE "125E" DENOTES SIZE
AND TYPE LA LIGHTNING/SURGE ARRESTER NOTES: DOUBLE LUG AND FEED THRU AT PANEL BOARDS SHALL NOT BE PERMITTED1. 2. EQUIPMENT LEGEND JUNCTION AND/OR PULL BOX VARIABLE FREQUENCY DRIVE DISCONNECT
SWITCH (UNFUSED) DISCONNECT SWITCH (FUSED) 208Y/120 VOLT, 3Φ, 4 WIRE PANEL 480Y/277 VOLT, 3Φ, 4 WIRE PANEL CONTRACTOR TO EQUIPMENT BY OTHERS. AND CONDUCTORS BY THE ELECTRICAL DENOTES
FLEXIBLE LIQUID TIGHT CONNECTION LSIG **AF **AT PANELBOARD TRANSFER SWITCH MOLDED CASE CIRCUIT BREAKER POWER ONE-LINE LEGEND T3 E "ATS" DENOTES AUTOMATIC TRANSFER SWITCH "MTS" DENOTES
MANUAL TRANSFER SWITCH DRY TYPE TRANSFORMER. "T3" DENOTES TRANSFORMER TYPE. REFER TO THE "DRY TYPE TRANSFORMER SCHEDULE" FOR FURTHER INFORMATION. MS217-2 PLUMBING AND MECHANICAL EQUIPMENT
DESIGNATION. REFER TO SCHEDULE. DESIGNATION "MS217-2" DENOTES BRANCH CIRCUIT DESIGNATION FOR EQUIPMENT SUCH AS UNIT HEATERS, WHERE THERE ARE SEVERAL UNITS WITH THE SAME EQUIPMENT
DESIGNATION. WIRING DEVICES LEGEND NOTES: CONDUIT / CIRCUITRY TURNING UP CONDUIT / CIRCUITRY TURNING DOWN PS218-1,3,5 60A-3P* PS218-1 CIRCUITRY AND FEEDERS LEGEND HOMERUN TO PANEL "PS218",
CIRCUIT #1. EACH BRANCH CIRCUIT SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR UNLESS OTHERWISE NOTED. PROVIDE UNSHARED GROUNDING CONDUCTORS FOR EACH CIRCUIT IN ACCORDANCE WITH SPECIFICATIONS
AND N.E.C. UNLESS OTHERWISE NOTED. MINIMUM SIZE CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. SEE NOTE #1 BELOW. 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE MOUNTED ABOVE
COUNTER OR HIGHER THAN STANDARD RECEPTACLE MOUNTING HEIGHT. MOTOR. NUMERAL INDICATES HORSEPOWER RATING. 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE ON NORMAL POWER. "2" DENOTES
CIRCUIT NUMBER. "S" - DENOTES RECEPTACLE ON STAND-BY POWER "TV" - DENOTES RECEPTACLE FOR TV DISPLAY. PART PLAN REFERENCE TAG. THE TOP LETTER OR NUMBER IS THE PART PLAN REFERENCE AND
THE LOWER REFERENCE INDICATES THE DRAWING THE PART PLAN IS LOCATED. 1 E-501 HOMERUN TO PANEL "PS218", CIRCUIT #1,3,5 VIA 60A-3P* CIRCUIT BREAKER. ASTERISK INDICATES NEUTRAL CONDUCTOR
REQUIRED IN CIRCUIT, AS INDICATED IN THE "BRANCH CIRCUIT SCHEDULE." SEE NOTE #1 BELOW. MANUAL MOTOR STARTER COMPLETE WITH THERMAL OVERLOAD PROTECTION. "P" DENOTES EQUIPPED WITH PILOT
LIGHT, PROVIDED BY ELECTRICAL CONTRACTOR. 2 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX RECEPTACLE. 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX RECEPTACLES MOUNTED ABOVE COUNTER.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE EQUIPPED WITH INTEGRAL GROUND FAULT INTERRUPTER AND MOUNTED IN CAST OUTLET BOX WITH WEATHERPROOF COVER. 125 VOLT, 2 POLE, 3 WIRE,
20 AMP., DUPLEX RECEPTACLE EQUIPPED WITH INTEGRAL GROUND FAULT INTERRUPTER. WP G ALL RECEPTACLES SHALL BE INSTALLED WITH GROUND PRONG IN THE UP POSITION. ALL RECEPTACLES SHALL BE SIDE
WIRED. JUNCTION AND/OR PULL BOX IN CEILING DRY TYPE TRANSFORMER. "T3" DENOTES TRANSFORMER TYPE. REFER TO THE "DRY TYPE TRANSFORMER SCHEDULE" FOR FURTHER INFORMATION. "AF" - INDICATES
AMPERE FRAME SIZE "ST" - INDICATES SHUNT TRIP BREAKER "L" - INDICATES LONG TIME DELAY "S" - INDICATES SHORT TIME DELAY "I" - INDICATES INSTANTANEOUS PICKUP "G" - INDICATES GROUND
FAULT PICKUP ST "AT" - INDICATES AMPERE TRIP SETTING AMPERES AMERICANS WITH DISABILITIES ACT AMPERE INTERRUPTING CAPACITY AUTOMATIC TRANSFER SWITCH ALUMINUM INSTITUTE ARCHITECT AMERICAN
NATIONAL STANDARDS AUTHORITY HAVING JURISDICTION ABOVE FINISH GRADE AIR HANDLING UNIT ABOVE FINISH FLOOR AMERICAN WIRE GAUGE BELOW FINISH GRADE AUTOMATIC TEMPERATURE CONTROL CONDUIT
CIRCUIT COLUMN CONTROL POWER TRANSFORMER CIRCUIT BREAKER CENTERLINE CATALOG CURRENT LIMITING FUSE BUILDING DIRECT DIGITAL CONTROL COPPER DRAWING CURRENT TRANSFORMER FAN COIL UNIT ELECTRICAL
CONTRACTOR EXHAUST FAN EMERGENCY FIRE ALARM ELECTRICAL METALLIC TUBING ELECTRIC WATER COOLER EMERGENCY POWER OFF GROUND FAULT INTERRUPTER GROUND OR GROUNDING FLEXIBLE METAL CONDUIT
FULL LOAD AMPERES ISOLATED GROUND HAND, OFF, AUTOMATIC SWITCH INTERLOCK INSTITUTE OF ELECTRICAL AND THOUSAND CIRCULAR MILS ELECTRONIC ENGINEERS INTERMEDIATE METAL CONDUIT GALVANIZED
RIGID METALLIC CONDUIT CERTIFIED BALLAST MANUFACTURERS HOA IG IEEE IMC INT kcmil FLA FT FMC GFI GRMC GND,G FEET EM EPO EMT F FCU FA EWC FUSE DDL CU CT DWG EC EF CB CKT CBM CPT CLF COL
CL BFG ATC AWG CAT C BLDG AHU AIC AL ATS ARCH ANSI A ADA AFG AFF AHJ GENERAL ABBREVIATIONS CABINET UNIT HEATERCUH HPF HIGH POWER FACTOR PT POTENTIAL TRANSFORMER PHASE ROOF TOP UNIT
TELEPHONE SYMMETRICAL POLYVINYL CHLORIDE RIGID METAL CONDUIT ROOT MEAN SQUARED RIGID NON-METALLIC CONDUIT BREAKER UNIT HEATER TRANSFORMER WEATHERPROOF WATER HEATER UNLESS OTHERWISE
NOTED UNDERGROUND OR UNDERGRADE UNDERWRITERS LABORATORIES UNINTERRUPTABLE POWER SUPPLY THERMAL MAGNETIC CIRCUITTMCB WH XFMR WP W V DELTA WYE WIRE VOLT UG UL UPS UH U.O.N. SP RTU RNMC
SW TEL SYM SWITCH SPARE PWR PVC RMC RMS POWER KILOWATTS CONDUIT LIGHTING MAIN LUGS ONLY KILOVOLT AMPERES NORMALLY CLOSED METAL CLAD CABLE MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MOTOR
CIRCUIT PROTECTOR LIQUIDTIGHT FLEXIBLE METAL ASSOCIATION NOT TO SCALE PUSHBUTTON NOT IN CONTRACT NATIONAL ELECTRICAL NATIONAL ELECTRIC CODE MANUFACTURES ASSOCIATION NATIONAL FIRE PROTECTION
PROVIDED UNDER OTHER SECTIONS NORMALLY OPEN OR NUMBERNO NTS POS PNL P PB PANEL POLE NEC NEMA N.I.C. NFPA MC MCB MCC MCP MLO NC kW kVA LTG LFMC Φ Y BAS EHD ES ESD EWC OPS OVP SEC TP
SPECIAL PURPOSE RECEPTACLE. "#" DENOTES RECEPTACLE TYPE. REFER TO "SPECIAL PURPOSE RECEPTACLE SCHEDULE" ON DRAWING E0.01 FOR FURTHER INFORMATION. CEILING MOUNTED 125 VOLT, 2 POLE,
3 WIRE, 20 AMP, DUPLEX RECEPTACLE. COORDINATE EXACT LOCATIONS WITH ARCHITECT. "OVP" DENOTES RECEPTACLE FOR OVERHEAD VIDEO PROJECTOR. AUDIO VISUAL CONTRACTORAVC PS218-1,2 MULTIPLE HOMERUNS
TO PANEL "PS218", CIRCUIT #1 AND #2. PROVIDE DEDICATED NEUTRAL AND GROUND FOR EACH CIRCUIT NUMBER SHOWN UNLESS OTHERWISE NOTED. SEE NOTE #1 BELOW. NOTES: 1. REFER TO PANEL SCHEDULES
FOR BREAKER SIZE OF EACH CIRCUIT HOMERUN. REFER TO THE "BRANCH CIRCUIT SCHEDULE" ON DRAWING E002 FOR CONDUCTOR QUANTITIES, CONDUIT SIZES, AND CIRCUIT LENGTH TABLE FOR WIRE SIZE INCREASES
DUE TO VOLTAGE DROP. REFER TO GENERAL NOTES ON THIS DRAWING FOR ADDITIONAL INFORMATION. VI VACUUM INTERRUPTER S PS218-1,3,5 HOMERUN TO PANEL "PS218", CIRCUIT #1,3,5 VIA 3-POLE CIRCUIT
BREAKER. SEE NOTE #1 BELOW. OVP AUTOMATIC TRANSFER SWITCH WITH BYPASS ISOLATION N TV SIDE GUTTERS SHALL BE PROVIDED ON ALL PANELBOARDS WITH MORE THAN 60 POLES. PULL BOX (SIZE AS REQUIRED)PB
DISTRIBUTION PANELBOARD "BAS" - DENOTES CONNECTION TO BAS PANELS. "EHD" - DENOTES CONNECTION TO ELECTRIC HAND/HAIR DRYER. "ESD" - DENOTES CONNECTION TO ELECTRIC SOAP DISPENSER. "EWC"
- DENOTES CONNECTION TO ELECTRIC WATER COOLER. PROVIDE GFCI PROTECTION; HUBBELL "GFBF20ILA" OR EQUAL. "OPS" - DENOTES CONNECTION TO OPERABLE PROJECTOR SCREEN MOTOR.
"OVP" - DENOTES TO CONNECT TO OVERHEAD VIDEO PROJECTOR. "SEC" - DENOTES TO CONNECT TO SECURITY PANELS. "TP" - DENOTES CONNECTION TO TRAP PRIMERS "ES" - DENOTES CONNECTION TO EMERGENCY
SHOWER. WALL MOUNTED POWER CONNECTION TO ELECTRIFIED FURNITURE PARTITION WITH 3/4" LIQUIDTIGHT FLEX WITH CONDUCTORS AS INDICATED. 11. 1. 2. 7. 6. 5. 4. 3. 8. 9. 10. GENERAL NOTES ALL
WIRING SHALL BE RUN CONCEALED UNLESS SPECIFIED OTHERWISE. 12. ALL RECEPTACLES LOCATED WITHIN 6'-0" OF A SINK SHALL BE OF THE GFI TYPE. ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND
WORKMANLIKE MANNER, RECTILINEAR TO BUILDING STRUCTURE. ALL COMPONENTS SHOWN ON THE RISER DIAGRAMS, BUT NOT ON THE PLAN OR VICE VERSA, SHALL BE INCLUDED AS IF SHOWN ON BOTH. EXACT LOCATION
OF MECHANICAL EQUIPMENT THAT REQUIRES ELECTRICAL CONNECTION IS SHOWN ON THE MECHANICAL DRAWINGS. ALL RACEWAYS CROSSING BUILDING EXPANSION JOINTS SHALL BE EQUIPPED WITH EXPANSION FITTINGS.
CONDUIT HOMERUNS SHOWN ON THE DRAWING WITH MORE THAN 3 CURRENT CARRYING CONDUCTORS ARE SHOWN DIAGRAMATICALLY. THE CONTRACTOR SHALL NOT INSTALL MORE THAN 3 CURRENT CARRYING CONDUCTORS
IN A RACEWAY. ALL FLUSH MOUNTED PANELS SHALL HAVE AN EMPTY 1-1/2" CONDUIT & (2) 3/4" CONDUIT STUBBED ABOVE ACCESSIBLE CEILING FOR FUTURE SPARE CIRCUITS. CONTRACTOR SHALL REVIEW ALL
TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS WITH THE ARCHITECT. ELEMENTS OF THE ELECTRICAL WORK
SHALL BE INSTALLED SUCH THAT AT COMPLETION THE ELEMENT SHALL BE "FULLY AND REASONABLY ACCESSIBLE". ELEMENTS OF THE ELECTRICAL WORK INCLUDE, BUT ARE NOT LIMITED TO PANELS, SWITCHBOARDS,
MOTOR CONTROLS, TRANSFORMER, DISCONNECTS, JUNCTION BOXES, AND ALL MAINTENANCE ACCESS POINTS INCLUDING CABLE PULL SPACE. "FULLY AND REASONABLE ACCESSIBLE" SHALL BE DEFINED AS; CAPABLE
OF BEING ACCESSED FOR SERVICE, REPAIR OR REPLACEMENT BY AN AVERAGE SPEED INDIVIDUAL, ON A LADDER ID NECESSARY, AND CAPABLE OF BEING SERVICED OR REMOVED WITHOUT REMOVING, MODIFYING
OR DISTORTING OTHER COMPONENTS OF THE WORK OF OTHER TRADES. CONFLICTS WITH MEETING THIS REQUIREMENT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE IN A TIMELY MANNER.
EACH LIGHTING AND RECEPTACLE BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL CONDUCTOR FOR EACH AND EVERY CIRCUIT, UNLESS SPECIFICALLY NOTED OTHERWISE. THE ELECTRICAL CONTRACTORS SHALL
VERIFY EXISTING CONDITIONS TO INSURE THAT THE NEW WORK WILL FIT TO THE EXISTING STRUCTURE IN THE MANNER INTENDED AND SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/OWNER
REPRESENTATIVE PRIOR TO ANY ROUGH-INS, FABRICATION, OR PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD
MEASUREMENTS AND NOTES RELATED TO THE AREA. 13. COORDINATE LOCATION OF ALL ELECTRICAL EQUIPMENT WITH THE HVAC, PLUMBING AND FIRE PROTECTION CONTRACTORS. THE ELECTRICAL CONTRACTOR SHALL
NOT ALLOW ANY EQUIPMENT, DUCTWORK, OR PIPING FOREIGN TO THE ELECTRICAL INSTALLATION TO BE INSTALLED IN OR PASS THROUGH ANY ROOM IN WHICH ELECTRICAL SYSTEMS OR EQUIPMENT IS LOCATED,
SUCH AS ELECTRICAL ROOM, ELECTRIC CLOSETS TELEPHONE OR DATA CLOSETS. WHEN SERVING AN ELECTRICAL SPACE, NO PIPING, DUCTWORK OR OTHER MECHANICAL EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH
THE AREA OF THE ELECTRICAL EQUIPMENT EQUAL TO THE WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT EXTENDING FROM FLOOR TO STRUCTURAL CEILING ABOVE. (REFER TO LIGHTING FIXTURE SCHEDULE FOR
ADDITIONAL INFORMATION) LIGHTING FIXTURES INDICATED WITH SHADING DENOTES CIRCUITED TO NORMAL/EMERGENCY SUPPLY. MOUNTED OR WALL MOUNTED PROVIDE DIRECTIONAL ILLUMINATED "EXIT" SIGN LIGHTING
FIXTURE. CEILING ARROWS AS INDICATED ON FLOOR PLANS. DOT " " LIGHT FIXTURE DENOTES SIDE WITH FACE. "a" INDICATES SWITCH CONTROL "13" INDICATES CIRCUIT NUMBER "A" INDICATES FIXTURE
TYPE a A 13 LIGHTING EQUIPMENT LEGEND A INTENT SCHEDULE. LIGHTING CONTROL INTENT TAG. REFER TO LIGHTING CONTROL LOW VOLTAGE SYSTEM NOTES 1. 2. 3. INCLUDE FIRE STOPPING OF ALL PENETRATIONS
ASSOCIATED WITH THE ABOVE SYSTEMS. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SYSTEM OF BOXES AND PATHWAYS FOR THE TEL/DATA DEVICES SHOWN ON THE TEL/DATA DRAWINGS. REFER TO THE
TEL/DATA DRAWINGS FOR DEVICE QUANTITY, PATHWAY SIZING, AND LOCATIONS. ALL CONDUITS SHALL BE PROVIDED WITH BUSHINGS ON BOTH ENDS AND A PULL STRING. THIS CONTRACTOR IS RESPONSIBLE FOR
PROVIDING A SYSTEM OF BOXES AND PATHWAYS FOR THE SECURITY DEVICES AS DESCRIBED IN THE SECURITY DRAWINGS. REFER TO THE SECURITY DRAWINGS FOR DEVICE QUANTITY, PATHWAY SIZING, AND LOCATIONS.
ALL CONDUITS THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SYSTEM OF BOXES AND PATHWAYS FOR THE A/V DEVICES AS DESCRIBED IN THE A/V DRAWINGS. REFER TO THE A/V DRAWINGS FOR DEVICE
QUANTITY, PATHWAY SIZING, AND LOCATIONS. ALL CONDUITS SHALL BE 4. SHALL BE PROVIDED WITH BUSHINGS ON BOTH ENDS AND A PULL STRING. SHALL BE PROVIDED WITH BUSHINGS ON BOTH ENDS AND A
PULL STRING. 1. 2. 1. LEGEND NOTES THIS SHEET IS A GENERAL LIST OF SYMBOLS AND SHALL BE USED AS A REFERENCE TO DEFINE ITEMS INDICATED ON THE DRAWINGS. NOT ALL SYMBOLS ARE NECESSARILY
USED ON THIS PROJECT. MULTI - OUTLET ASSEMBLY WITH DEVICES AS SHOWN. EXISTING TO REMAINETR CEILING MOUNTED, OCCUPANCY/ VACANCY SENSOR. XL XD XN XR XM RESPONSIBLE FOR MAINTAINING CIRCUITRY
TO DEVICES TO POWER SOURCE AND LABEL BREAKER IN PANELBOARD AS SPARE. CONTRACTOR SHALL BE CONDUIT AS REQUIRED SO AS TO PROVIDE A COMPLETE OPERATIONAL INSTALLATION. TO BE REMOVED. CUT
BACK AND MAKE SAFE ALL ASSOCIATED BRANCH CIRCUIT WIRING CONDUIT BACK EQUIPMENT TO BE REMOVED AND REPLACED WITH NEW. "XL" ADJACENT TO EQUIPMENT DENOTES RELOCATED EXISTING AT NEW LOCATION
UNAFFECTED BY DEMOLITION. "XD" ADJACENT TO EQUIPMENT DENOTES EXISTING "XR" ADJACENT TO EQUIPMENT DENOTES EXISTING "XN" ADJACENT TO EQUIPMENT DENOTES EXISTING "XM" ADJACENT TO EQUIPMENT
DENOTES EXISTING SYMBOLS OUT OF FUNCTION DENOTES EXISTING TO BE RELOCATED AS SHOWN. CUT BACK AND/OR EXTEND EXISTING BRANCH CIRCUIT WIRING AND EQUIPMENT TO REMAIN. EXISTING EQUIPMENT
LEGEND IN EXISTING LOCATION. TO BE REMOVED, STORED, CLEANED AND REINSTALLED "XS" ADJACENT TO EQUIPMENT DENOTES EXISTINGXS S1 WALL MOUNTED, OCCUPANCY/VACANCY SENSOR. S2 P1 CEILING MOUNTED
PHOTOCELL "b" DENOTES DIMMING CONTROL. LVD LOW VOLTAGE DIMMER SWITCH 0-10 V. SINGLE POLE LOW VOLTAGE TOGGLE SWITCH "B" DENOTES SWITCH CONTROL. b b Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" E0.01 29313.00 11/30/18 ELECTRICAL LEGEND & GENERAL NOTES
# DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018
E0.02ELECTRICAL GENERAL SCHEDULES.pdf
NOTES: 1-8AWG 3/4"C. 1-8AWG 3/4"C. 1-8AWG 3/4"C. 1-6AWG 3/4"C. 1-2AWG 3/4"C. 1-1/OAWG 3/4"C. 1-2/OAWG 3/4"C. 1-2/OAWG 3/4"C. 1-2/OAWG 3/4"C. 1-2/OAWG 3/4"C. 1" 60 1.25" 1.25" 70 1.5"
1.5" 100 2" 2" 125 2.5" 2" 150 2.5" 2" 175 2.5" 2" 200 2.5" LEGEND OF FEEDER SIZES COPPER CONDUCTORS 2.5" 225 2.5" 3" 250 3" 3" 300 3" 4" 350 4" 4" 400 4" (2)-3"500 (2 SETS 0F) 3-250
kcmil ; 1-250 kcmil N; 1-2 AWG GND. (2)-3.5"600 (2 SETS OF) 3-350 kcmil ; 1-350 kcmil N; 1-1 AWG GND. (2)-4"800 (2 SETS OF) 3-600 kcmil ; 1-600 kcmil N; 1-1/0 AWG GND. (3) 3.5"1000
(3 SETS OF) 3-500 kcmil; 1-500 kcmil N; 1-2/0 AWG GND. (3)-4"1200 (3 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-3/0 AWG GND. (4)-4"1600 (4 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-4/0 AWG
GND. (5)-4"2000 (5 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-250 kcmil GND. NOTES: 1. ALL AMPACITIES ARE BASED ON 75 DEGREE C TEMPERATURE RATING OF CONDUCTOR AS LISTED IN THE NATIONAL
ELECTRIC CODE. NOM. AMPERE RATING FEEDER TAG & MODIF. CONDUCTORS MINIMUM RACEWAY SIZE (INCHES) Y DESIGNATIONS 2. FEEDERS MAY HAVE A COMBINATION OF OVERSIZED NEUTRAL AND ISOLATED GROUND
(DESIGNATION K AND G). REFER TO RISER FOR FEEDER DESIGNATIONS. Y Y Y Y Y Y 3-6 AWG; 1-6 AWG N; 1-10 AWG GND. CHANGE NEUTRAL TO 1-4 AWG ADD 1-10 AWG IG 3-4 AWG; 1-4 AWG N; 1-8 AWG GND.
CHANGE NEUTRAL TO 1-1/0 AWG ADD 1-8 AWG IG 3-1 AWG; 1-1 AWG N; 1-8 AWG GND. CHANGE NEUTRAL TO 1-3/0 AWG ADD 1-8 AWG IG 3-1/0 AWG; 1-1/0 AWG N; 1-6 AWG GND. CHANGE NEUTRAL TO 2-1/0 AWG
ADD 1-6 AWG IG 3-1/0 AWG; 1-1/0 AWG N; 1-6 AWG GND. CHANGE NEUTRAL TO 2-1/0 AWG ADD 1-6 AWG IG 3-2/0 AWG; 1-2/0 AWG N; 1-6 AWG GND. CHANGE NEUTRAL TO 2-2/0 AWG ADD 1-6 AWG IG 3-3/0
AWG; 1-3/0 AWG N; 1-6 AWG GND. CHANGE NEUTRAL TO 2-3/0 AWG ADD 1-6 AWG IG 3-4/0 AWG; 1-4/0 AWG N; 1-4 AWG GND. CHANGE NEUTRAL TO 2-4/0 AWG ADD 1-4 AWG IG 3-250 kcmil ; 1-250 kcmil
N; 1-4 AWG GND. CHANGE NEUTRAL TO 2-250 kcmil ADD 1-4 AWG IG 3-350 kcmil ; 1-350 kcmil N; 1-4 AWG GND. CHANGE NEUTRAL TO 2-350 kcmil AWG ADD 1-4 AWG IG 3-500 kcmil ; 1-500 kcmil N;
1-3 AWG GND. CHANGE NEUTRAL TO 2-500 kcmil ADD 1-3 AWG IG 3-600 kcmil ; 1-600 kcmil N; 1-3 AWG GND. CHANGE NEUTRAL TO 2-600 kcmil ADD 1-3 AWG IG Y K G Y K G Y K G Y K G Y K G Y K G
Y K G Y K G Y K G Y K G Y K G Y K G - 3-6 AWG; 1-10 AWG GND. 3-4 AWG; 1-8 AWG GND.3-1 AWG; 1-8 AWG GND.3-1/0 AWG; 1-6 AWG GND.3-1/0 AWG; 1-6 AWG GND.3-2/0 AWG; 1-6 AWG GND.3-3/0 AWG;
1-6 AWG GND.3-4/0 AWG; 1-4 AWG GND.3-250 kcmil; 1-4 AWG GND.3-350 kcmil; 1-4 AWG GND.3-500 kcmil; 1-3 AWG GND.3-600 kcmil ; 1-3 AWG GND.2000* 1600* 1200* 1000* 800* 600* 500* 400* 350*
300* 250* 225* 200* 175* 150* 125* 100* 70* 60* THE ASTERISK ABOVE IS FILLED IN WITH ONE OR MORE OF THE FOLLOWING DESIGNATIONS ON THE RISER. Y - THREE PHASE FOUR WIRE FEEDER. K - THREE
PHASE FEEDER WITH OVERSIZED NEUTRAL. G - THREE PHASE FEEDER WITH ISOLATED GROUND. VD - FEEDER SIZED FOR VOLTAGE DROP (6)-4"2500 (6 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-350 kcmil GND.Y2500*
(8)-4"3000 (8 SETS OF) 3-500 kcmil; 1-500 kcmil N; 1-400 kcmil GND.Y3000* (10)-4"4000 (10 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-500 kcmil GND.Y4000* SYMBOL NOTE: 1. COORDINATE EXACT
NEMA CONFIGURATION WITH EQUIPMENT MANUFACTURER/PROVIDER. - 3/4" 3#6 & 1#10 GND 3#6 & 1#10 GND 2#10 & 1#10 GND 2#12 & 1#12 GND 250V., 3Φ, 3P., 4W. 250V., 3Φ, 3P., 4W. 60A., 20A., 50A.,
30A., 15-60R L5-20R 15-50R L5-30R 16 14 15 13 125V., 2P., 3W. 125V., 2P., 3W. TWIST-LOCK TWIST-LOCK 30A - 1P 50A - 3P 60A - 3P 20A - 1P C. C. C. C.- 3/4" - 3/4" - 3/4" 2#10 & 1#10 GND
2#6 & 1#10 GND 2#12 & 1#12 GND 2#12 & 1#12 GND 2#6 & 1#10 GND 3#6 & 1#10 GND 3#6 & 1#10 GND 3#12 & 1#12 GND 2#10 & 1#10 GND 3#10 & 1#10 GND 3#10 & 1#10 GND 3#12 & 1#12 GND DEVICE RATINGS
125/250V., 3P., 4W. 250V., 3Φ, 3P., 4W. 125/250V., 3P., 4W. 125/250V., 3P., 4W. 250V., 3Φ, 3P., 4W. 125/250V., 3P., 4W. 20A., 50A., 20A., 30A., 50A., 50A., 30A., 20A., 30A., 60A., 14-50R
14-60R 15-30R 15-20R 14-30R11 12 9 8 10 6-20R 5-50R 6-50R 6-30R 14-20R 5 7 6 4 3 250V., 2P., 3W. 125V., 2P., 3W. 250V., 2P., 3W. 250V., 2P., 3W. 30A., 20A., NEMA NO. 5-20R 5-30R 2 125V.,
2P., 3W. 125V., 2P., 3W. 60A - 2P 20A - 3P 30A - 3P 50A - 2P 30A - 2P 30A - 2P 20A - 2P 50A - 2P 20A - 2P 50A - 1P CIRCUIT BREAKER 20A - 1P 30A - 1P C. C. C. C. C. C. C. C. C. C.- 3/4"
- 3/4" - 3/4" - 3/4" - 3/4" - 3/4" - 3/4" - 3/4" - 3/4" - 3/4" C. C. BRANCH CIRCUIT - 3/4" - 3/4" 17 18 19 21 22 23 24 25 27 26 28 29 20 L16-20R 20A., 480V., 3Φ, 3P., 4W. TWIST-LOCK
20A - 3P 3#12 & 1#12 GND - 3/4" L16-30R - 3/4" 480V., 3Φ, 3P., 4W.30A., TWIST-LOCK 3#10 & 1#10 GND 30A - 3P C. C. L15-30R TWIST-LOCK L6-30R - 3/4" 250V., 2P., 3W.30A., TWIST-LOCK 2#10
& 1#10 GND 30A - 2P C. L6-20R - 3/4" 250V., 2P., 3W.20A., TWIST-LOCK 2#12 & 1#12 GND 20A - 2P C. L15-20R - 3/4" 250V., 3Φ, 3P., 4W.20A., TWIST-LOCK 3#12 & 1#12 GND 20A - 3P C. L14-20R
L14-30R L6-15R 15A., 3#10 & 1#10 GND250V., 3Φ, 3P., 4W.30A., 30A - 3P C. - 3/4" C.2#10 & 1#12 GND250V., 2P., 3W. 20A - 2P - 3/4"TWIST-LOCK 3#12 & 1#12 GND 3#10 & 1#10 GND 125/250V.,
3P., 4W. 125/250V., 3P., 4W. 20A., 30A., 30A - 2P 20A - 2P C. C.- 3/4" - 3/4" TWIST-LOCK TWIST-LOCK L22-30R TWIST-LOCK L22-20R - 3/4" 277/480V., 3Φ, 4P., 5W.20A., TWIST-LOCK 4#12 &
1#12 GND 20A - 3P C. L21-20R L21-30R 4#10 & 1#10 GND277/480V., 3Φ, 4P., 5W.30A., 30A - 3P C. - 3/4" 4#12 & 1#12 GND 4#10 & 1#10 GND 125/208V., 3Φ, 4P., 5W. 125/208V., 3Φ, 4P., 5W. 20A.,
30A., 30A - 2P 20A - 2P C. C.- 3/4" - 3/4" TWIST-LOCK TWIST-LOCK 2#12 & 1#12 GND15A.,5-15R1 125V., 2P., 3W. 15A - 1P C. - 3/4" 2#12 & 1#12 GND15A., 6-15R 250V., 2P., 3W. 15A - 2P C.
- 3/4" 3#12 & 1#12 GND125/250V., 3P., 4W.15A.,14-15R 15A - 2P C. - 3/4" 3#12 & 1#12 GND250V., 3Φ, 3P., 4W.15A.,15-15R 15A - 3P C. - 3/4" 2#12 & 1#12 GND15A., L5-15R 125V., 2P., 3W.
TWIST-LOCK 15A - 1P C. - 3/4" 30 31 32 33 34 2. 50A - 2P 2 #6 & 1 #10 GND. - 3/4"C. 208/120 VOLT, 1Φ, 3W. CIRCUITS 208 OR 480 VOLTS, 3Φ, 3W. CIRCUITS 3 #10 & 1 #10 GND. - 3/4"C. 3 #12
& 1 #12 GND. - 3/4"C. 3 #8 & 1 #10 GND. - 3/4"C. 3 #6 & 1 #10 GND. - 3/4"C. 3 #6 & 1 #10 GND. - 3/4"C. 3 #12 & 1 #12 GND. - 3/4"C. 3 #10 & 1 #10 GND. - 3/4"C. 2 #6 & 1 #10 GND. - 3/4"C.
120 FT. TO 180 FT. 65 FT. TO 120 FT. CIRCUIT LENGTH 4 #6 & 1 #10 GND. - 1"C. 4 #6 & 1 #10 GND. - 1"C. 208Y/120 & 480Y/277 VOLT, 3Φ, 4W. CIRCUITS 4 #8 & 1 #10 GND. - 3/4"C. 3 #6 & 1
#10 GND. - 3/4"C. 3 #6 & 1 #10 GND. - 3/4"C. 4 #12 & 1 #12 GND. - 3/4"C. 4 #10 & 1 #10 GND. - 3/4"C. ALL BRANCH CIRCUIT SIZES ARE BASED ON RACEWAY LENGTH OF 65 FEET FOR 120 VOLT BRANCH
CIRCUITS AND 150 FEET FOR 277 VOLT BRANCH CIRCUITS. IF LENGTH EXCEEDS 65 FEET (120 VOLT CIRCUITS) OR 150 FEET (277 VOLT CIRCUITS) THEN USE WIRE SIZE DENOTED BELOW AND INCREASE RACEWAY
ACCORDINGLY. REDUCE LARGE CABLE SIZES IN JUNCTION BOX PRIOR TO DEVICE TERMINATION. PROVIDE WIRE REDUCERS AT BREAKERS WHEN REQUIRED. 3 #8 & 1 #10 GND. - 3/4"C. #10 #8 #6 180 FT. TO 250
FT. NOTES: 1. WIRE SIZE 120V CIRCUIT 20A - 3P* 30A - 3P* 40A - 3P* 60A - 3P* 50A - 3P* 30A - 3P 20A - 3P 50A - 3P 60A - 3P 40A - 3P 60A - 2P 20A - 2P* 50A - 2P* 60A - 2P* 30A - 2P*
40A - 2P* 150 FT. TO 240 FT. 240 FT. TO 400 FT. 400 FT. TO 640 FT. 277V CIRCUIT 2 #8 & 1 #10 GND. - 3/4"C. 208 VOLT, 1Φ, 2W. CIRCUITS 2 #8 & 1 #10 GND. - 3/4"C. 2 #12 & 1 #12 GND. -
3/4"C. 2 #10 & 1 #10 GND. - 3/4"C. 2 #6 & 1 #10 GND. - 3/4"C. 2 #6 & 1 #10 GND. - 3/4"C. 120 OR 277 VOLT, 1Φ, 2W. CIRCUITS 2 #10 & 1 #10 GND. - 3/4"C. 50A - 1P 60A - 1P 40A - 2P 30A
- 2P 20A - 2P CIRCUIT BREAKER 40A - 1P 30A - 1P CONDUCTOR 20A - 1P 2 #12 & 1 #12 GND. - 3/4"C. #4 #2 375 FT. TO 560 FT. 250 FT. TO 375 FT. EACH BRANCH CIRCUIT SHALL HAVE A DEDICATED
NEUTRAL CONDUCTOR. SHARED NEUTRALS ARE NOT ACCEPTABLE. 150A-3P 20A-3P 30A-3P TRANSFORMER SCHEDULE 90A-3P 200A-3P 300A-3P 400A-3P 60A-3P ALL CONDUCTOR SIZES ARE FOR COPPER CONDUCTORS.
5. 6. 4. 3. 181 271225 150 135112 /1 2 75 90 T1 5445 30 36 15 9 18 11 25 40A-3P TAG kVA PRIMARY (480V - 3Φ) AMPS (120/208V. - 3Φ) SECONDARY T1K T1G 3-12 AWG, & 1-12 AWG GND.-3/4"C FEEDER
SIZE FEEDER SIZE 4-8 AWG, & 1-10 AWG GND.-3/4"C. 42 50A-3P3-10 AWG, & 1-10 AWG GND.-3/4"C 4-6 AWG, & 1-10 AWG GND.-1"C. 83 100A-3P3-6 AWG, & 1-10 AWG GND-3/4"C. 4-1 AWG, & 1-8 AWG GND.-2"C.
125 150A-3P3-3 AWG, & 1-8 AWG GND-1 1/4"C. 4-1/O AWG, & 1-6 AWG GND.-2"C. 208 250A-3P 4-250kcmil, & 1-4 AWG GND.-3"C. 313 400A-3P3-3/O AWG, & 1-6 AWG GND-2"C. 2 SETS (4-4/0 AWG, 1-3
AWG GND.-2 1/2"C). 417 500A-3P3-350kcmil, & 1-4 AWG GND-3"C. 2 SETS (4-250kcmil, & 1-2 AWG GND.-3"C). 625 800A-3P3-500kcmil, & 1-3 AWG GND-3"C. 3 SETS (4-300kcmil, & 1-1/O AWG GND.-4"C).
AMPS ASTERISK "*" DENOTES TRAPEZE MOUNTED.7. BOND NEUTRAL OF TRANSFORMER SECONDARY TO THE TRANSFORMER CASE WITH BONDING JUMPER AS PER NATIONAL ELECTRIC CODE. SECONDARY OVERCURRENT PROTECTION
SHALL BE LOCATED WITH TEN (10) FEET OF THE TRANSFORMER SECONDARY TERMINALS EITHER IN A PANELBOARD (MAIN BREAKER) OR AN INDIVIDUALLY MOUNTED CIRCUIT BREAKER. WHERE ISOLATED GROUND PANELBOARDS
& GROUND WIRES ARE REQUIRED REFER TO ISOLATED GROUNDING DETAIL FOR ADDITIONAL INFORMATION. OCP OCP COND. BONDING 3-6 AWG, 1-3 AWG N., & 1-10 AWG GND.-1 1/4"C. 3-4 AWG, 1-1 AWG N., &
1-10 AWG GND.-1 1/2"C. T2 T2K T2G T8 T1 TAG T8K T1K T8G T1G T2 T2K T2G 3-1 AWG, 2-1/O AWG N., & 1-8 AWG GND.-2"C. T3 T3K T3G T3 T3K T3G 5-3/O AWG, & 1-6 AWG GND.-2 1/2"C. T4 T4K T4G
T4 T4K T4G T5 T5K T5G T5 T5K T5G T6 T6K T6G T6 T6K T6G 3-300kcmil, 2-300kcmil N, & 1-4 AWG GND.-3 1/2"C. 2 SETS (3-250kcmil, 2-250kcmil N, & 1-3 AWG GND.-3"C). 3-1/O AWG, & 1-6 AWG
GND-1 1/2"C. 2 SETS (3-300kcmil, 2-300kcmil N, & 1-2 AWG GND.-3 1/2"C). T7 T7K T7G T7 T7K T7G 3 SETS (3-350kcmil, 2-350kcmil N, 1-1/O AWG IG & 1-1/O AWG GND.-4"C). 3 SETS (3-350kcmil,
2-350kcmil N, & 1-1/O AWG GND.-4"C). T8 T8K T8G 1. TAG DESIGNATIONS ARE AS FOLLOWS: T# IS NEMA TP1 TRANSFORMER , T#K IS MINIMUM K13 RATED TRANSFORMER AND T#G IS MINIMUM K13 RATED TRANSFORMER
WITH ISOLATED GROUND ON SECONDARY. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. PROVIDE NEUTRAL TO GROUND BONDING JUMPER ON SECONDARY OF TRANSFORMER. PROVIDE GROUNDING ELECTRODE
CONDUCTOR FROM GROUNDED NEUTRAL TO THE NEAREST EFFECTIVELY GROUNDED METAL MEMBER OF STRUCTURE, WATER PIPE AND/OR ONE OF THE METHODS LISTED IN NEC 250. BONDING AND ELECTRODE CONDUCTOR
SHALL BE SIZED AS LISTED ABOVE 3-6 AWG, 1-3 AWG N., 1-10 AWG IG & 1-10 AWG GND.-1 1/2"C. 3-4 AWG, 1-1 AWG N., 1-10 AWG IG & 1-10 AWG GND.-1 1/4"C. 3-1 AWG, 2-1/0 AWG N., 1-8 AWG IG
& 1-8 AWG GND.-2"C. 5-3/0 AWG, 1-6 AWG IG & 1-6 AWG GND.-2 1/2"C. 3-250kcmil, 2-300kcmil N, 1-4 AWG IG & 1-4 AWG GND.-3 1/2"C. 2 SETS (3-250kcmil, 2-250kcmil N, & 1-3 AWG IG & 1-3 AWG
GND.-3"C). 2 SETS (3-300kcmil, 2-300kcmil N, 1-2 AWG IG & 1-2 AWG GND.-3 1/2"C). 500A-3P 800A-3P 361 602500 300 833 1000A-3P 3 SETS (4-400kcmil, & 1-2/0 AWG GND.-3 1/2"C). 1388 1600A-3P
5 SETS (4-500kcmil, & 1-4/O AWG GND.-4"C). 3 SETS (3-400kcmil, 2-400kcmil N, & 1-2/0 AWG GND.-3 1/2"C). T9 T9K T9G 5 SETS (3-500kcmil, 2-500kcmil N, 1-4/O AWG IG & 1-4/O AWG GND.-4"C).
5 SETS (3-500kcmil, 2-500kcmil N, & 1-4/O AWG GND.-4"C). T10 T10K T10G 3 SETS (3-400kcmil, 2-400kcmil N, 1-2/0 AWG IG & 1-2/0 AWG GND.-4"C). 2 SETS (3-250kcmil, & 1-2 AWG GND-2 1/2"C.)
3 SETS (3-300kcmil, & 1-1/0 AWG GND-4"C.) T9 T9K T9G T10 T10K T10G BRANCH CIRCUIT SCHEDULE SPECIAL PURPOSE RECEPTACLE SCHEDULE Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" E0.02 29313.00 11/30/18 ELECTRICAL GENERAL SCHEDULES # DATE DESCRIPTION 1 11/30/18
ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018
E0.03ELECTRICAL LAB EQUIPMENT SCHEDULE.pdf
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 E0.03 29313.00 11/30/18 ELECTRICAL
LAB EQUIPMENT SCHEDULE ELECTRICAL LAB EQUIPMENT SCHEDULE ITEM # QTY. DESCRIPTION VOLTAGE Φ AMPS kVA DEVICE BREAKER PANEL CIRCUIT REMARKS EQ-CA-01 1 MASS SPECTROMETER (LCMS) 277 V 3
2.0 0.96 L6-20R 20A-1P HELP-1 1 OPTIONAL STAND-BY POWER EQ-CA-01 1 MASS SPECTROMETER (LCMS) 277 V 1 2.0 0.55 L6-20R 20A-1P HELP-1 2 OPTIONAL STAND-BY POWER EQ-CA-02 1 HPLC 1 120 V 1
1.0 0.12 5-20R 20A-1P R22 9 EQ-CA-03 1 HPLC 2 120 V 1 1.0 0.12 5-20R 20A-1P R22 67 EQ-CA-04 1 HPLC 3 120 V 1 1.0 0.12 5-20R 20A-1P R22 62 EQ-CA-05 1 SPEEDVAC 208 V 1 2.0 0.24 5-20R
20A-1P R22 11,13 EQ-CA-06 1 SPEEDVAC PUMP 120 V 1 2.0 0.24 5-20R 20A-1P R22 28 EQ-CA-07 1 SPEEDVAC CONDENSER 120 V 1 2.0 0.24 5-20R 20A-1P R22 24 EQ-CA-08 1 LIQUID HANDLING ROBOT 120
V 1 2.0 0.24 5-20R 20A-1P R22 69 EQ-CA-09 1 GRAVITY OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R22 35 EQ-CA-10 1 COMBIFLASH CHROMATOGRAPHY SYSTEM 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 30 EQ-CA-11
1 ROTOVAPOR 120 V 1 2.0 0.24 5-20R 20A-1P R22 68 EQ-CA-12 1 ROTOVAPOR 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 26 EQ-CA-13 1 UV BOX APARATUS 120 V 1 2.0 0.24 5-20R 20A-1P R22 19 EQ-CA-14
1 BALANCE (PRECISION) 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 42 EQ-CA-15 1 BALANCE (PRECISION) 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 42 EQ-CA-16 1 BALANCE (ANALYTICAL) 120 V 1 2.0 0.24
5-20R 20A-1P LAB-2F 42 EQ-CA-17 1 BALANCE (ANALYTICAL) 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 42 EQ-CA-18 1 ULTRASONICATOR BATH 120 V 1 2.0 0.24 5-20R 20A-1P R22 18 EQ-CA-19 1 REFRIGRATOR
/ FREEZER 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 13 OPTIONAL STAND-BY POWER EQ-CA-22 1 FREEZER -20 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 11 OPTIONAL STAND-BY POWER EQ-CA-24 1 CENTRIFUGE
120 V 1 2.0 0.24 5-20R 20A-1P R22 29 EQ-CA-26 1 PLATE READER 120 V 1 2.0 0.24 5-20R 20A-1P R22 21 EQ-CA-27 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 21 EQ-CA-28 1
CO2 INCUBATOR 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 19 EQ-CA-29 1 INCUBATOR SHAKER FOR BACTERIA 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 4 EQ-CA-31 1 MICROWAVE 120 V 1 2.0 0.24 5-20R 20A-1P
R22 25 EQ-CA-32 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R22 74 EQ-CA-33 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R22 32 EQ-CA-34 1 REFRIGRATOR / FREEZER 120 V 1 2.0 0.24 5-20R
20A-1P ELAB-2B 1 OPTIONAL STAND-BY POWER EQ-CA-36 1 STACKED INCUBATOR 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 3 OPTIONAL STAND-BY POWER EQ-CA-37 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P
R22 36 EQ-CA-38 1 MILI-Q 120 V 1 2.0 0.24 5-20R 20A-1P R22 77 EQ-CA-39 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R22 74 EQ-CA-40 1 WATER BATH 120 V 1 2.0 0.24 5-20R 20A-1P R22 65 EQ-CA-41
1 GRAVITY OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R22 76 EQ-CA-43 1 CRYO TANK 120 V 1 2.0 0.24 5-20R 20A-1P R22 78 EQ-CA-44 1 FREEZER -80 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 2 OPTIONAL
STAND-BY POWER EQ-CA-45 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P EQ-CA-46 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 27 EQ-CA-47 1 UNDERCOUNTER FRIDGE 120
V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 25 EQ-CA-47 1 UNDERCOUNTER FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 23 EQ-NA-01 1 BIPOTENSIOSTAT 120 V 1 2.0 0.24 5-20R 20A-1P R23 24 EQ-NA-02
1 PENDANT DROP 120 V 1 2.0 0.24 5-20R 20A-1P R23 9 EQ-NA-03 1 ROTATING DISC ELECTRODE 120 V 1 2.0 0.24 5-20R 20A-1P R23 32 EQ-NA-04 1 NIMA LANGMUIR TROUGH 120 V 1 2.0 0.24 5-20R 20A-1P
R23 28 EQ-NA-05 1 KSV LANGMUIR TROUGH 120 V 1 2.0 0.24 5-20R 20A-1P R23 26 EQ-NA-06 1 CYTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 29 EQ-NA-07 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P
R23 48 EQ-NA-08 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 46 EQ-NA-09 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 47 EQ-NA-10 1 ELECTRON BEAM DEPOSITION SYSTEM 480 V 3 2.0 0.96
L22-30R ERROR D4B 31,33,35 EQ-NA-11 1 ULTRASONICATOR 120 V 1 2.0 0.24 5-20R 20A-1P R23 52 EQ-NA-12 1 HOMOGENIZER 120 V 1 2.0 0.24 5-20R 20A-1P R23 54 EQ-NA-13 1 ULTRASONIC BATH 120
V 1 2.0 0.24 5-20R 20A-1P R23 53 EQ-NA-14 1 FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-3B 1 EQ-NA-14 1 FRIDGE 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-3B 3 EQ-NA-15 1 FREEZER 120 V 1 2.0 0.24
5-20R 20A-1P ELAB-3B 5 EQ-NA-16 1 FLAMMABLE CABINET 120 V 1 2.0 0.24 5-20R 20A-1P R23 73 EQ-NA-16 1 FLAMMABLE CABINET 120 V 1 2.0 0.24 5-20R 20A-1P R23 73 EQ-NA-16 1 FLAMMABLE CABINET
120 V 1 2.0 0.24 5-20R 20A-1P R23 73 EQ-NA-18 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 77 EQ-NA-19 1 MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R23 45 EQ-NA-20 1 LIGHT MICROSCOPE
120 V 1 2.0 0.24 5-20R 20A-1P R23 39 EQ-NA-21 1 CONTROLLER 120 V 1 2.0 0.24 5-20R 20A-1P R23 39 EQ-NA-22 1 SPECTROPHOTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 33 EQ-NA-23 1 SPECTROPHOTOMETER
120 V 1 2.0 0.24 5-20R 20A-1P R23 69 EQ-NA-24 1 SPECTROPHOTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 78 EQ-NA-26 1 CONTROLLER 120 V 1 2.0 0.24 5-20R 20A-1P R23 79 EQ-NA-32 1 LICOR GENERATOR
120 V 1 2.0 0.24 5-20R 20A-1P R23 75 EQ-NA-33 1 LICOR GENERATOR 120 V 1 2.0 0.24 5-20R 20A-1P R23 30 EQ-NA-34 1 SPECTROPHOTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 11 EQ-NA-36 1 UV
CROSS LINKER 120 V 1 2.0 0.24 5-20R 20A-1P R23 14 EQ-NA-37 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R23 19 EQ-NA-38 1 CENTRIFUGE 120 V 1 2.0 0.24 5-20R 20A-1P R23 17 EQ-NA-40 1 WATER
BATH 120 V 1 2.0 0.24 5-20R 20A-1P R23 22 EQ-NA-41 1 MILIQ 120 V 1 2.0 0.24 5-20R 20A-1P R23 21 EQ-NA-42 1 VORTEXTER 120 V 1 2.0 0.24 5-20R 20A-1P R23 18 EQ-NA-42 1 VORTEXTER 120 V
1 2.0 0.24 5-20R 20A-1P R23 16 EQ-NA-42 1 VORTEXTER 120 V 1 2.0 0.24 5-20R 20A-1P R23 20 EQ-NA-43 1 FISHER OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 41 EQ-NA-43 1 FISHER OVEN 120 V 1 2.0
0.24 5-20R 20A-1P R23 42 EQ-NA-44 1 YAMATO OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 44 EQ-NA-45 1 FISHER OVEN 120 V 1 2.0 0.24 5-20R 20A-1P R23 43 EQ-NA-46 1 VACUUM OVEN 120 V 1 2.0 0.24
5-20R 20A-1P R23 74 EQ-NA-47 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R23 51 EQ-NA-48 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R23 50 EQ-NA-49 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P
R23 49 EQ-NA-50 1 CYTOMETER 120 V 1 2.0 0.24 5-20R 20A-1P R23 31 EQ-RY-01 1 FTIR 120 V 1 15.0 1.8 5-20R 20A-1P R22 38 EQ-RY-02 1 CONTACT ANGLE GONIOMETER 120 V 1 2.0 0.24 5-20R 20A-1P
R22 39 EQ-RY-03 1 QCM-D 1 120 V 1 1.6 0.19 5-20R 20A-1P R22 70 EQ-RY-04 1 QCM-D 2 120 V 1 2.0 0.24 5-20R 20A-1P R22 63 EQ-RY-05 1 UV-VIS 120 V 1 0.8 0.1 5-20R 20A-1P R22 81 EQ-RY-06
1 HPLC 1260 120 V 1 5.0 0.6 5-20R 20A-1P R22 61 EQ-RY-07 1 FLUORESCENT MICROSCOPE 120 V 1 2.0 0.24 5-20R 20A-1P R22 73 EQ-RY-09 1 PARTICLE ANALYZER 120 V 1 3.0 0.36 5-20R 20A-1P R22
83 EQ-RY-10 1 BALANCE 120 V 1 2.0 0.24 5-20R 20A-1P R22 66 EQ-RY-12 1 pH METER VWR 120 V 1 2.0 0.24 5-20R 20A-1P R22 64 EQ-RY-13 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R
20A-1P R22 44 EQ-RY-14 1 iCVD REACTOR 480 V 3 80.0 66.51 100A-3P D42 21,23,25 FUSED DISCONNECT SWITCH EQ-RY-15 1 iCVD FILAMENTS POWER SUPPLY 120 V 1 2.0 0.24 5-20R 20A-1P LAB-2F 9 EQ-RY-16
1 iCVD PUMP 480 V 3 31.0 25.77 6-50R 40A-3P D42 7,9,11 OPTIONAL STAND-BY POWER EQ-RY-17 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R 20A-1P LAB-2F 24 EQ-RY-19 1 SPIN COATER
120 V 1 3.0 0.36 5-20R 20A-1P LAB-2F 27 EQ-RY-20 1 ROTOVAPOR 120 V 1 0.5 0.06 5-20R 20A-1P LAB-2F 29 EQ-RY-21 1 REFRIGRATOR / FREEZER 120 V 1 5.0 0.6 5-20R 20A-1P ELAB-2B 6 EQ-RY-22
1 VACUUM DESICCATOR 120 V 1 2.0 0.24 5-20R 20A-1P R22 16 EQ-RY-25 1 iCVD REACTOR 480 V 3 80.0 66.51 100A-3P D42 20,22,24 FUSED DISCONNECT SWITCH EQ-RY-26 1 iCVD FILAMENTS POWER SUPPLY
120 V 1 2.0 0.24 5-20R 20A-1P R22 20 EQ-RY-27 1 iCVD PUMP 480 V 3 31.0 25.77 6-50R 40A-3P D42 1,3,5 OPTIONAL STAND-BY POWER EQ-RY-28 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R
20A-1P LAB-2F 28 EQ-RY-29 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6 5-20R 20A-1P R22 40 EQ-RY-30 1 SCHLENK LINE MANIFOLD 120 V 1 1.0 0.12 5-20R 20A-1P LAB-2F 22 EQ-RY-31 1 SCHLENK
LINE PUMP 120 V 1 8.8 1.06 5-20R 20A-1P LAB-2F 31 EQ-RY-32 1 VACUUM DISTILATION APPARATUS 120 V 1 7.5 0.9 5-20R 20A-1P R22 23 EQ-RY-33 1 RECIRCULATING HEATER/CHILLER 120 V 1 5.0 0.6
5-20R 20A-1P EQ-RY-36 1 CENTRIFUGE 120 V 1 6.9 0.83 5-20R 20A-1P LAB-2F 21 EQ-RY-37 1 MILI-Q 120 V 1 0.5 0.06 5-20R 20A-1P R22 71 EQ-RY-38 1 PLASMA CLEANER 120 V 1 5.0 0.6 5-20R 20A-1P
LAB-2F 25 EQ-RY-39 1 PUMP PLASMA CLEANER 120 V 1 2.5 0.3 5-20R 20A-1P LAB-2F 23 EQ-RY-40 1 ELLIPSOMETER 120 V 1 4.0 0.48 5-20R 20A-1P R22 75 EQ-RY-41 1 VACUUM OVEN 120 V 1 5.0 0.6 5-20R
20A-1P R22 7 EQ-RY-44 1 REFRIGRATOR / FREEZER 120 V 1 5.0 0.6 5-20R 20A-1P ELAB-2B 5 EQ-RY-46 1 STACKED INCUBATOR 120 V 1 2.0 0.24 5-20R 20A-1P ELAB-2B 15 OPTIONAL STAND-BY POWER EQ-RY-49
1 CELL COUNTER 120 V 1 2.0 0.24 5-20R 20A-1P R22 72 EQ-RY-50 1 STACKED INCUBATOR 120 V 1 5.0 0.6 5-20R 20A-1P ELAB-2B 17 OPTIONAL STAND-BY POWER # DATE DESCRIPTION 1 11/30/18 ISSUED
FOR CONSTRUCTION 2 12/14/18 ADDENDUM 01 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018
E0.04ELECTRICAL PANELBOARD SCHEDULES - SHEET 1.pdf
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 E0.04 29313.00 11/30/18 ELECTRICAL
PANELBOARD SCHEDULES - SHEET 1 MECHANICAL EQUIPMENT SCHEDULE TAG DESCRIPTION TRADE LOAD VOLTAGE Φ POWER SYSTEM CIRCUIT BREAKER BRANCH CIRCUITRY PANEL CKT DEVICE FUSE LOCATION NAME #
HP W FLA CONDUCTORS GROUND CONDUIT AHU A AIR HANDLING UNIT HVAC 0 33600 57 480 V 3 NORMAL 125A-3P 3-2 AWG 1-6 AWG 1 1/4''C D4B 8,10,12 FDS 100A REFER TO HVAC DRAWINGS CA 1 AIR COMPRESSOR
PLBG 30 0 40 480 V 3 NORMAL 80A-3P 3-3 AWG 1-8 AWG 1 1/4''C D4B 2,4,6 FDS 70A REFER TO PLBG DRAWINGS CA 2 AIR COMPRESSOR PLBG 30 0 40 480 V 3 NORMAL 80A-3P 3-3 AWG 1-8 AWG 1 1/4''C
D4B 14,16,18 FDS 70A REFER TO PLBG DRAWINGS CP 1 LHWR PLBG 1 0 16 120 V 1 NORMAL 35A-1P 2-8 AWG 1-10 AWG 3/4''C D2B 13 FDS 30A REFER TO PLBG DRAWINGS D 1 AIR COMPRESSOR DRYER PLBG 3
0 34 120 V 1 NORMAL 70A-1P 2-4 AWG 1-8 AWG 1''C D2B 2 FDS 60A REFER TO PLBG DRAWINGS D 2 AIR COMPRESSOR DRYER PLBG 3 0 34 120 V 1 NORMAL 70A-1P 2-4 AWG 1-8 AWG 1''C D2B 4 FDS 60A REFER
TO PLBG DRAWINGS EF A.1 EXHAUST AIR HANDLING UNIT HVAC 40 7500 52 480 V 3 NORMAL 110A-3P 3-2 AWG 1-6 AWG 1 1/4''C FDS 100A REFER TO HVAC DRAWINGS EF A.2 EXHAUST AIR HANDLING UNIT HVAC
40 7500 52 480 V 3 NORMAL 110A-3P 3-2 AWG 1-6 AWG 1 1/4''C ESD-P 1,3,5 FDS 100A REFER TO HVAC DRAWINGS EWH 1 EWH PLBG 0 10000 17 480 V 3 NORMAL 35A-3P 3-8 AWG 1-10 AWG 3/4''C D4B 1,3,5
FDS 30A REFER TO PLBG DRAWINGS FCU 2 FAN COIL UNIT HVAC 0.5 0 10 120 V 1 NORMAL 20A-1P 2-12 AWG 1-12 AWG 3/4''C FDS 20A REFER TO HVAC DRAWINGS FCU 3 FAN COIL UNIT HVAC 0.33 0 7 120
V 1 NORMAL 15A-1P 2-12 AWG 1-12 AWG 3/4''C R23 3 FDS 15A REFER TO HVAC DRAWINGS FCU 4 FAN COIL UNIT HVAC 0.33 0 7 120 V 1 NORMAL 15A-1P 2-12 AWG 1-12 AWG 3/4''C LAB-BF 1 FDS 15A REFER
TO HVAC DRAWINGS FCU 5 FAN COIL UNIT HVAC 0.05 0 0 120 V 1 NORMAL 15A-1P 2-12 AWG 1-12 AWG 3/4''C R23 1 FDS 1A REFER TO HVAC DRAWINGS P 3A PUMP HVAC 3 0 5 480 V 3 NORMAL 15A-3P 3-12
AWG 1-12 AWG 3/4''C D4B 26,28,30 FDS 10A REFER TO PLBG DRAWINGS P 5 PUMP HVAC 2 0 3 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C D4B 20,22,24 FDS 6A REFER TO PLBG DRAWINGS P 6 PUMP
HVAC 2 0 3 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C D4B 25,27,29 FDS 6A REFER TO PLBG DRAWINGS RO 1 REVERSE OSMOSIS PLBG 0 15000 30 480 V 3 NORMAL 60A-3P 3-4 AWG 1-10 AWG 1 1/4''C
D4B 32,34,36 FDS 60A REFER TO PLBG DRAWINGS SP 1 SUMP PUMP PLBG 3 0 5 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C HEPP-B 1,3,5 FDS 10A REFER TO PLBG DRAWINGS VP 1 VACUUM PUMP PLBG
8 0 5 480 V 3 NORMAL 15A-3P 3-12 AWG 1-12 AWG 3/4''C D4B 7,9,11 FDS 10A REFER TO PLBG DRAWINGS EXISTING NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP
DEMAND LOAD x 125% (AMPS): 63 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 50 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 66 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND
LOAD (kVA): 18.08 R 21.08 15.54 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 23.61 M 2.35 2.35 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND
(kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 77 60 60 PHASE LOAD: 9.29 7.19 7.2 41 R OPEN LAB 276 20 1 0.18 0.96 1 20 BALANCERS R 42 39 R OPEN LAB 276 20 1 0.18 0.36
1 20 TISSUE CULTURE 276C R 40 37 R OPEN LAB 276 20 1 0.18 0.18 1 20 OPEN LAB 276 R 38 35 R OPEN LAB 276 20 1 0.18 0.18 1 20 OPEN LAB 276 R 36 33 R OPEN LAB 276 20 1 0.18 0.18 1 20 OPEN
LAB 276 R 34 31 R SCHLENK PUMP 20 1 1.06 1.18 1 20 FCU-2 M 32 29 R ROTOVAPOR 20 1 0.06 0.24 1 20 COMBIFLASH R 30 27 R SPIN COATER 20 1 0.36 0.6 1 20 RECIRC HEATER CHILLER Equ... 28
25 R PLASMA CLEANER 20 1 0.6 0.24 1 20 ROTOVAPOR R 26 23 R PLASMA CLEANER 20 1 0.3 0.6 1 20 RECIRC HEATER CHILLER R 24 21 R CENTRIFUGE 20 1 0.83 0.12 1 20 SCHLENK MANIFOLD R 22 19 R
OPEN LAB 32 20 1 0.54 0.72 1 20 LAB WRITE UP 30 R 20 17 R LAB WRITE UP 30 20 1 1.08 0.54 1 20 OPEN RESEARCH 32 R 18 15 R LAB WRITE UP 30 20 1 1.08 0.72 1 20 EQUIPMENT 62 R 16 13 R OPEN
RESEARCH 32 20 1 1.26 0.72 1 20 EQUIPMENT 62 R 14 11 R OPEN RESEARCH 32 20 1 0.54 0.9 1 20 EQUIPMENT 62 R 12 9 R ICVD FILIMENTS 20 1 0.24 0.9 1 20 EQUIPMENT 62 R 10 7 M FCU 2 20 1 1.18
0.54 1 20 OPEN RESEARCH 32 R 8 5 R LAB WRITE UP 31 20 1 0.72 0.72 1 20 LAB WRITE UP 31 R 6 3 R LAB WRITE UP 31 20 1 0.72 0.72 1 20 LAB WRITE UP 31 R 4 1 R RM 269 RECEPTACLES 20 1 0.72
0.54 1 20 LAB WRITE UP 31 R 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 200A ISOLATED
GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS:
Yes SUB-FEED LUGS: No PANEL NAME: LAB-2F BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES EXISTING STANDBY PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND
LOAD x 125% (AMPS): 21 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 17 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 17 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD
(kVA): 6.18 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 6.18 R 6.18 6.18 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY
BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 10 24 20 PHASE LOAD: 1.2 2.7 2.28 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0
1 20 -- SPARE -- 30 27 R FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 28 25 R FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 26 23 R FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 24 21 R FRIDGE 20 1 0.24 0 1 20
-- SPARE -- 22 19 R CO2 INCUBATOR 20 1 0.24 0 1 20 -- SPARE -- 20 17 R STACKED INCUBATOR 20 1 0.6 0 1 20 -- SPARE -- 18 15 R STACKED INCUBATOR 20 1 0.24 0 1 20 -- SPARE -- 16 13 R FRIDGE/FREEZER
20 1 0.24 0 1 20 -- SPARE -- 14 11 R FREEZER -20 20 1 0.24 0 1 20 -- SPARE -- 12 9 R INCUBATOR SHAKER 20 1 1.5 0 1 20 -- SPARE -- 10 7 0 1 20 -- SPARE -- 8 5 R TISSUE CULTURE 28 20
1 0.6 0.6 1 20 FRIDGE/FREEZER iCVD ROO... R 6 3 R STACKED INCUBATOR 20 1 0.24 0.24 1 20 INCUBATOR SHAKER R 4 1 R FRIDGE/FREEZER CULTURE 27 20 1 0.24 0.24 1 20 FREEZER -80 R 2 CKT TYPE
DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: MLO ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING:
22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: ELAB-2B
BUS AMPS: 100 PANELBOARD OPTIONS & ACCESSORIES NEW NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 94 C = CONTINUOUS ST = SHUNT
TRIP DEMAND LOAD (AMPS): 75 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 123 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 27.1 L = LIGHTING G3 = GROUND FAULT 30 Ma
(EQUIP) CONNECTED LOAD (kVA): 44.21 R 44.21 27.1 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 150 102
121 PHASE LOAD: 17.7 12.25 14.26 83 R PARTICLE ANALYZER 20 1 0.36 0.18 1 20 RESTROMM 200TC R 84 81 R UV VIS 20 1 0.1 0.18 1 20 CORRIDOR R 82 79 R GRAVITY OVEN 20 1 0.5 0.18 1 20 KITCHENETTE
R 80 77 R MILI Q 20 1 0.24 0.24 1 20 CRYO TANK R 78 75 R ELLIPSOMETRY 20 1 0.48 0.24 1 20 GRAVITY OVEN R 76 73 R FLOURESCENSE MICROSCO... 20 1 0.24 0.48 1 20 MICROSCOPE R 74 71 R MILLI
Q 20 1 0.06 0.24 1 20 CELL COUNTER R 72 69 R ROBOT 20 1 0.24 0.19 1 20 QCM DQ R 70 67 R HPLC 2 20 1 0.12 0.24 1 20 ROTOVAPOR R 68 65 R WATER BATH 20 1 0.24 0.24 1 20 BALANCE R 66 63
R QCM D2 20 1 0.24 0.24 1 20 METER R 64 61 R HPLC 1 20 1 0.6 0.12 1 20 HPLC 3 R 62 59 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 60 57 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 58 55
R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 56 53 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 54 51 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 52 49 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH
R 50 47 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 48 45 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 46 43 R LAB BENCH 20 1 0.8 0.6 1 20 R R 44 41 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH
R 42 39 R GONIOMETER 20 1 0.24 0.6 1 20 R R 40 37 R R 20 1 3.12 1.8 1 20 FTIR R 38 35 R GRAVITY OVEN 20 1 0.24 0.24 1 20 CENTRIFUGE R 36 33 R LAB BENCH 20 1 0.8 0.18 1 20 ICE MAKER
R 34 31 R GLASSWASH 29 20 1 0.36 0.24 1 20 CENTRIFUGE R 32 29 R CENTRIFUGE 20 1 0.24 0.18 1 20 LAB SUPPORT 38 R 30 27 R DESICATER 20 1 0.18 0.24 1 20 SPEEDVAC CONDENSER R 28 25 R MICROWAVE
20 1 0.24 0.18 1 20 LAB SUPPORT 38 R 26 23 R VACCUUM 20 1 0.9 0.24 1 20 SPEEDVAC PUMP R 24 21 R PLATE READER 20 1 0.24 0.18 1 20 TISSUE CULTURE 27 R 22 19 R UV BOX 20 1 0.24 0.24 1
20 RECIRC HEATER CHILLER R 20 17 R VACUUM APPARATUS 20 1 0.36 0.24 1 20 ULTRASONICATOR BATH R 18 15 R OPEN RESEARCH LAB 32 20 1 0.18 0.24 1 20 VACUUM DESICATOR R 16 13 0.12 1.56 14
11 R SPEEDVAC 20 2 0.12 1.56 2 20 LAB SUPPORT 38 R 12 9 R HPLC 1 20 1 0.12 1.8 1 20 DISHWASHER R 10 7 R VACUUM OVEN 20 1 0.6 1.56 8 5 R KITCHENETTE 20 1 0.18 1.56 2 20 LAB SUPPORT 38
R 6 3 R EQUIPMENT 62 20 1 0.36 0.18 1 20 DOOR OPENER R 4 1 R DOOR OPENER 20 1 0.18 0.18 1 20 DOOR OPENER R 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP
BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: D2B MCB RATING: 225A ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION:
No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: R22 BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES NEW NORMAL
PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 99 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 79 K = KITCHEN A = ARC FAULT CONNECTED
LOAD (AMPS): 129 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 28.59 R 45.7 27.85 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 46.44 M 0.92 0.92 R
= RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 123 134 133 PHASE LOAD: 14.72 15.94 15.78 83 -- SPARE --
20 1 0 0 1 20 -- SPARE -- 84 81 R R 20 1 0.72 0 1 20 -- SPARE -- 82 79 R LIGHT SCATTERING 367B 20 1 0.24 0 1 20 -- SPARE -- 80 77 R SUPPORT 367C 20 1 0.24 0.24 1 20 LAB EQUIPMENT 367E
R 78 75 R SUPPORT 367C 20 1 0.24 0.54 1 20 CONF RM 360 R 76 73 R RESEARCH 367 20 1 0.72 0.24 1 20 LAB EQUIPMENT 367E R 74 71 R LAB EQUIPMENT 18 20 1 0.54 0.9 1 20 SUPPORT 367D R 72
69 R RLAB EQUIPMENT 367E 20 1 0.24 0.9 1 20 SUPPORT 367C R 70 67 R LAB EQUIPMENT 18 20 1 0.54 0.54 1 20 BEAM DEPOSITION ROOM R 68 65 R LAB EQUIPMENT 18 20 1 0.72 0.72 1 20 BEAM DEPOSITION
ROOM R 66 63 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 64 61 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 62 59 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 60 57 R LAB BENCH 20 1 0.8 0.8
1 20 LAB BENCH R 58 55 R LAB BENCH 20 1 0.8 0.8 1 20 LAB BENCH R 56 53 R ULTRASONIC BATH 20 1 1.04 1.04 1 20 HOMOGENIZER R 54 51 R BALANCE 20 1 1.04 1.04 1 20 ULTRASONICATOR R 52 49
R BALANCE 20 1 1.04 1.04 1 20 BALANCE R 50 47 R MICROSCOPE 20 1 1.04 1.04 1 20 MICROSCOPE R 48 45 R MICROSCOPE 20 1 1.04 1.04 1 20 MICROSCOPE R 46 43 R LAB BENCH 20 1 1.04 1.04 1 20
LAB BENCH R 44 41 R LAB BENCH 20 1 1.04 1.04 1 20 LAB BENCH R 42 39 R FLOURESCENSE MICROSCO... 20 1 0.48 0.18 1 20 LAB BENCH R 40 37 R SUPPORT CORRIDOR 8 20 1 0.72 0.36 1 20 LIGHT SCATTERING
7 R 38 35 R SUPPORT 61 20 1 0.54 0.18 1 20 SUPPORT CORRIDOR 8 R 36 33 R LAB EQUIP 367 20 1 0.24 34 31 R LAB EQUIP 367 20 1 0.24 0.24 1 20 LAB EQUIPMENT 367E R 32 29 R SUPPORT 61 20
1 0.24 0.24 1 20 LICOR DEW POINT R 30 27 R SUPPORT 9 20 1 0.18 0.24 1 20 SUPPORT 9 R 28 25 R SUPPORT 9 20 1 0.18 0.24 1 20 KSV LAGMUIR R 26 23 R SUPPORT 9 20 1 0.18 0.24 1 20 BIPOTENSIOSTAT
R 24 21 R CENTRIFUGE 2 20 1 0.24 0.24 1 20 CENTRIFUGE 1 R 22 19 R RESEARCH LAB 367 20 1 0.24 0.24 1 20 VORTEXTER R 20 17 R VORTEXTER 20 1 0.24 0.24 1 20 RESEARCH LAB 5 R 18 15 R RESEARCH
LAB 5 WATER... 20 1 0.72 0.24 1 20 RESEARCH LAB 5 R 16 13 R LAB WRITE UP 11 20 1 0.72 0.24 1 20 SUPPORT 61 CYTOMETER R 14 11 R SPECTROPHOTOMETER 20 1 1.04 0.54 1 20 LAB WRITE UP 11
R 12 9 R PENDANT DROP 20 1 1.04 0.72 1 20 LAB WRITE UP 11 R 10 7 R DOOR OPENER E BEAM 17 20 1 0.18 0.72 1 20 LAB WRITE UP 11 R 8 5 0.9 1 20 LAB WRITE UP 11 R 6 3 M FCU 3 20 1 0.86 0.72
1 20 LAB WRITE UP 11 R 4 1 M FCU 5 20 1 0.05 0.72 1 20 LAB WRITE UP 11 R 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT
TRIP: No FED FROM: D2B MCB RATING: 225A ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL
BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: R23 BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES EXISTING STANDBY PANELBOARD Notes: HT = HANDLE
TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 2 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 2 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 2 M = MECH/EQUIP
G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 0.72 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0.72 R 0.72 0.72 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED
(kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 2 2 2 PHASE LOAD: 0.24 0.24 0.24 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20
-- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE
-- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 --
SPARE -- 20 1 0 0 1 20 -- SPARE -- 14 11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12 9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10 7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8 5 R LAB EQUIPMENT
18 FREEZER 20 1 0.24 0 1 20 -- SPARE -- 6 3 R LAB EQUIPMENT 18 FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 4 1 R LAB EQUIPMENT 18 FRIDGE 20 1 0.24 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION
BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: MLO ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB:
Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: ELAB-3B BUS AMPS:
100 PANELBOARD OPTIONS & ACCESSORIES NEW NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 466 C = CONTINUOUS ST = SHUNT TRIP DEMAND
LOAD (AMPS): 373 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 526 L 5.29 5.29 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 309.72 R 276.47 143.24 L = LIGHTING G3 =
GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 436.98 M 177.49 177.49 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS: 545 520 514 PHASE LOAD: 150.83 143.92 142.25 59 -- SPARE -- 20 1 0 60 57 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 58 55 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 56 53 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 54 51 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 52 49 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 50 47 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 48 45 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 46 43 -- SPARE -- 20 1 0 63.... 44 41 30.58 62.7 42 39 31.58 62.79 3 20 150 PANELBOARD D42 R; L 40 37 R; M PANELBOARD D2B VIA TRANSFORMER 400 3 37.4 0.16 1 20
LIGHTING LEVEL 0 L 38 35 0.32 8.31 36 33 0.32 8.31 34 31 R E-BEAM DEPOSITION 30 3 0.32 8.31 3 20 RO M 32 29 0.94 1.33 30 27 0.94 1.33 28 25 M P-6 20 3 0.94 1.33 3 20 P-3A M 26 23 0.94
24 21 0.94 22 19 0.94 3 20 P-5 M 20 17 0.17 11.09 18 15 0.17 11.09 16 13 R AUTOCLAVE 20 3 0.17 11.... 3 70 AC-2 M 14 11 1.39 15.73 12 9 1.39 15.73 10 7 M VP-1 20 3 1.39 15.... 3 20
AHU-A M 8 5 4.68 11.09 6 3 4.68 11.09 4 1 M EWH 20 3 4.68 11.... 3 70 AC-1 M 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT
SHUNT TRIP: No FED FROM: MCB RATING: MLO ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO: No NEUTRAL
BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: D4B BUS AMPS: 600 PANELBOARD OPTIONS & ACCESSORIES NEW NORMAL PANELBOARD Notes: HT = HANDLE TIE N
= NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 206 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 165 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 276 M = MECH/EQUIP
G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 59.39 R 90.45 50.22 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 99.46 M 11 11 R = RECEPTACLE BLANK = STANDARD LOAD
TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 313 264 255 PHASE LOAD: 37.4 31.58 30.58 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 --
SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0
1 20 -- SPARE -- 16 13 M CP-1 20 1 1.92 0 1 20 -- SPARE -- 14 11 15.78 0 1 20 -- SPARE -- 12 9 15.94 0 1 20 -- SPARE -- 10 7 R; M PANELBOARD R23 225 3 14... 0 1 20 -- SPARE -- 8 5 14.26
0.54 1 20 RM B00UA RECEPTACLES R 6 3 12.25 4.08 1 20 D-2 M 4 1 R PANELBOARD R22 225 3 17.7 4.08 1 20 D-1 M 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP
BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: T8 MCB RATING: 800A ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No
MOUNTING: Surface MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: D2B BUS AMPS: 800 PANELBOARD OPTIONS & ACCESSORIES ELECTRICAL GENERAL
NOTES - PANELBOARDS 1. EXISTING PANELBOARDS LAB-2F, ELAB-2B AND ELAB-3B ARE SURFACE MOUNTED TO BE REMOVED, RELOCATED AND REINSTALLED AS RECESSED MOUNTED. ELECTRICAL SHEET NOTES - PANELBOARDS
1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR USE BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING UPDATED PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES
DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY BY THE ENGINEER. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM
02 EAHU TAG WAS REMOVED 3 3 3 3 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019
E0.05ELECTRICAL PANELBOARD SCHEDULES - SHEET 2.pdf
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 E0.05 29313.00 11/30/18 ELECTRICAL
PANELBOARD SCHEDULES - SHEET 2 EXISTING STANDBY PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 130 C = CONTINUOUS ST = SHUNT TRIP DEMAND
LOAD (AMPS): 104 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 104 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 86.46 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED
LOAD (kVA): 86.46 M 86.46 86.46 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 104 104 104 PHASE LOAD:
28.82 28.82 28.82 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 --
SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE
-- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14 11 14.41 0 1 20 -- SPARE -- 12 9 14.41 0 1 20 --
SPARE -- 10 7 M EF A.1 20 3 14... 0 1 20 -- SPARE -- 8 5 14.41 0 1 20 -- SPARE -- 6 3 14.41 0 1 20 -- SPARE -- 4 1 M EAHU 20 3 14... 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION BKR TYPE
TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 150A ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 10K MCB: Yes EQUIPMENT
GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: ESD-P BUS AMPS: 225 PANELBOARD
OPTIONS & ACCESSORIES EXISTING NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 9 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):
7 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 7 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 2.52 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA):
2.52 R 2.52 2.52 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 6 9 6 PHASE LOAD: 0.72 1.08 0.72 41 --
SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0
1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14 11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12 9 R LAB WRITE UP 170 20 1 0.54
0 1 20 -- SPARE -- 10 7 R LAB WRITE UP 158 20 1 0.36 0 1 20 -- SPARE -- 8 5 R LAB WRITE UP 170 20 1 0.54 0.18 1 20 R R 6 3 0.54 1 20 LAB WRITE UP 158 R 4 1 0.36 1 20 LAB WRITE UP 170A
R 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 200A ISOLATED GROUND: No VOLTAGE: 208Y/120V
SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL
NAME: LAB-1F BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES NEW NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 153 C = CONTINUOUS
ST = SHUNT TRIP DEMAND LOAD (AMPS): 123 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 228 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 101.93 L 5.13 5.13 L = LIGHTING
G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 189.2 R 184.57 97.28 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL
TOTALS PHASE AMPS: 227 226 230 PHASE LOAD: 62.79 62.7 63.71 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE
-- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 22... 0 1 20 -- SPARE -- 26 23 22.17 22.17 24 21 R iCVD REACTOR 100 3 22.17 22.17 22 19 -- SPARE -- 20 1 0 22.... 3 100 iCVD REACTOR R
20 17 L LIGHTING 3RD FLOOR 20 1 0.95 1.48 1 20 LIGHTING 3RD FLOOR L 18 15 L ICVD RMS 1 & 2, LAB WRITE U... 20 1 0.57 0.73 1 20 RMS 27,28,29,31,38,40 & 52 L 16 13 L OPEN RESEARCH LAB
32 20 1 1.04 0.36 1 20 OPEN LAB 32 AND LAB 31 L 14 11 8.59 0 1 20 -- SPARE -- 12 9 8.59 0 1 20 -- SPARE -- 10 7 R iCVD PUMP 20 3 8.59 0 1 20 -- SPARE -- 8 5 8.59 0 1 20 -- SPARE --
6 3 8.59 0 1 20 -- SPARE -- 4 1 R iCVD PUMP 40 3 8.59 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT
TRIP: No FED FROM: D4B MCB RATING: 150A ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO: No NEUTRAL
BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: D42 BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES EXISTING EMERGENCY PANELBOARD Notes: HT = HANDLE
TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 0 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 0 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 0 M = MECH/EQUIP
G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 0.1 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0.1 L 0.1 0.1 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED
(kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 0 0 0 PHASE LOAD: 0.1 0 0 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE
-- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 --
SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 14 11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12 9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10 7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8 5 -- SPARE -- 20 1 0
6 3 -- SPARE -- 20 1 0 4 1 L LIGHTING MECH ROOM 20 1 0.1 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED
FROM: MCB RATING: 70A ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO: No NEUTRAL BUS RATING: 100%
FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: HELP-B BUS AMPS: 100 PANELBOARD OPTIONS & ACCESSORIES EXISTING EMERGENCY PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS
LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 0 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 0 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 0 M = MECH/EQUIP G = GROUND FAULT
5 Ma... DEMAND LOAD (kVA): 0.3 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0.3 L 0.3 0.3 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA)
LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 1 0 0 PHASE LOAD: 0.3 0 0 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0
1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 -- SPARE -- 20 1 0 0 1 20
-- SPARE -- 14 11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12 9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10 7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8 5 -- SPARE -- 20 1 0 0 1 20 -- SPARE
-- 6 3 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 4 1 L LIGHTING 2ND FLOOR 20 1 0.3 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE
DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 70A ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface
MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: HELP-2 BUS AMPS: 100 PANELBOARD OPTIONS & ACCESSORIES EXISTING EMERGENCY PANELBOARD
Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 0 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 0 K = KITCHEN A = ARC FAULT CONNECTED LOAD
(AMPS): 0 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 0.18 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0.18 L 0.18 0.18 R = RECEPTACLE BLANK =
STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 1 0 0 PHASE LOAD: 0.18 0 0 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 --
SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0
1 20 -- SPARE -- 16 13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14 11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12 9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10 7 -- SPARE -- 20 1 0 0 1 20 --
SPARE -- 8 5 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 6 3 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 4 1 L LIGHTING 3RD FLOOR 20 1 0.18 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP
POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 70A ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: Yes EQUIPMENT
GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO: No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: HELP-3 BUS AMPS: 100 PANELBOARD
OPTIONS & ACCESSORIES EXISTING NORMAL PANELBOARD Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 1 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):
1 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 1 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 0.36 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA):
0.36 R 0.36 0.36 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 3 0 0 PHASE LOAD: 0.36 0 0 29 -- SPARE
-- 20 1 0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20
1 0 0 1 20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 R WEATHERPROOF RECEPT.
20 1 0.18 0.18 1 20 AHU LIGHTING R 14 11 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED -- 12 9 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED -- 10 7 -- SPACE
- RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED -- 8 5 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED -- 6 3 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED
-- 4 1 -- SPACE - RESERVED -- -- -- 0 0 -- -- -- SPACE - RESERVED -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION TYPE CKT SHUNT
TRIP: No FED FROM: MCB RATING: 100A ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface MLO: No NEUTRAL BUS
RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: PENTHOUSE-N BUS AMPS: 100 PANELBOARD OPTIONS & ACCESSORIES EXISTING NORMAL PANELBOARD Notes: HT = HANDLE
TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 0 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 0 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS): 0 M = MECH/EQUIP
G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 0 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 0 R = RECEPTACLE BLANK = STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA)
LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 0 0 0 PHASE LOAD: 0 0 0 41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42 39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40 37 -- SPARE --
20 1 0 0 1 20 -- SPARE -- 38 35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36 33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34 31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32 29 -- SPARE -- 20 1
0 0 1 20 -- SPARE -- 30 27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28 25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26 23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24 21 -- SPARE -- 20 1 0 0 1
20 -- SPARE -- 22 19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20 17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18 15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16 13 -- SPARE -- 20 1 0 0 1 20 --
SPARE -- 14 11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12 9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10 7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8 5 -- SPARE -- 20 1 0 0 1 20 -- SPARE --
6 3 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 4 1 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE DESCRIPTION
TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: 200A ISOLATED GROUND: No VOLTAGE: 208Y/120V SSC RATING: 22K MCB: Yes EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Recessed MLO:
No NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: LAB-3F BUS AMPS: 225 PANELBOARD OPTIONS & ACCESSORIES ELECTRICAL GENERAL NOTES - PANELBOARDS
1. EXISTING PANELBOARD LAB-3F IS SURFACE MOUNTED TO BE REMOVED, RELOCATED AND REINSTALLED AS RECESSED MOUNTED. ELECTRICAL SHEET NOTES - PANELBOARDS 1 PANELBOARD SCHEDULES ARE BEING
ISSUED WITH CONSTRUCTION DOCUMENTS FOR USE BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UPDATED
PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES DURING THE CONSTRUCTION ADMINISTRATION
PROCESS UNLESS DEEMED NECESSARY BY THE ENGINEER. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 EXISTING OPTIONAL STANDBY PANELBOARD
Notes: HT = HANDLE TIE N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS): 6 C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS): 5 K = KITCHEN A = ARC FAULT CONNECTED LOAD
(AMPS): 5 M = MECH/EQUIP G = GROUND FAULT 5 Ma... DEMAND LOAD (kVA): 3.99 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP) CONNECTED LOAD (kVA): 3.99 M 3.99 3.99 R = RECEPTACLE BLANK =
STANDARD LOAD TYPE CONNECTED (kVA) DEMAND (kVA) LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS PHASE AMPS: 5 5 5 PHASE LOAD: 1.33 1.33 1.33 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27
28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 1.33 6 3 1.33 4 1 M SP-1 20 3 1.33 2 CKT TYPE DESCRIPTION BKR TYPE TRIP POLE A (kVA) B (kVA) C (kVA) POLE TRIP BKR TYPE
DESCRIPTION TYPE CKT SHUNT TRIP: No FED FROM: MCB RATING: – ISOLATED GROUND: No VOLTAGE: 480Y/277V SSC RATING: 35K MCB: No EQUIPMENT GROUND: Yes SURGE SUPPRESSION: No MOUNTING: Surface
MLO: Yes NEUTRAL BUS RATING: 100% FEED-THRU LUGS: No NEUTRAL BUS: Yes SUB-FEED LUGS: No PANEL NAME: HEPP-B BUS AMPS: 100 PANELBOARD OPTIONS & ACCESSORIES 3 DocuSign Envelope ID: BF852761-98AC-4A3D-B
58A-A23A15AF7659 1/4/2019
E1.00LEVEL 0 - PHASE 1 ELECTRICAL DEMO PLAN.pdf
1 M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 REMOVE ALL EXISTING LIGHTS AND POWER WITHIN DESIGNATED
AREA E-LAB-BB LAB-BF PDP-BA MECHANICAL B00UA MECHANICAL B00UA Room B00CA Room B78 Room B00JB Room 138 Room B40A Room 180 Room 182 Room 183 Room B01 Room B05 Room B00UH MECHANICAL B00UA
Room 129 Room B00UG Room B00TB Room B00UR Room B45 Room B00UM Room B00CD Room 141 Room B00SB Room B00SA Room B59 Room B54 Room B50 Room B52 Room B48 Room B46 Room B49 Room B00UL Room
B56 Room B40 Room B53 Room B55 Room B57 Room B00UN Room B00CA Room B00EB Room B00UB Room B00UC Room B40C Room B00UP Room B00UE Room B00UF Room B00UD Room B11 E2.10 1 E3.00 1 E4.00 6
E4.00 2 E4.00 1 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" E1.00
29313.00 11/30/18 LEVEL 0 - PHASE 1 ELECTRICAL DEMO PLAN 3/32" = 1'-0" 1 ELECTRICAL DEMO PLAN - LEVEL 0 ELECTRICAL KEY NOTES - LEVEL 0 1 EXISTING PANELBOARD CLEAN 2 EXISTING PANELBOARD
CRP1 3 EXISTING PANELBOARD CRC1 4 EXISTING STARTER AND BACK/BOOST TRANSFORMERS 5 EXISTING PANELBOARD LAB-BF 6 EXISTING PANELBOARD ELAB-BB 7 EXISTING PANELBOARD PDP-BA 8 PROPOSED NEW
FEEDER ROUTING. CONTRACTOR TO REMOVE AND REINSTALL EXISTING CEILINGS AND LIGHT FIXTURES TO PERMIT INSTALLATION . REVIEW ABOVE-CEILING CONDITIONS AND DETERMINE PREFERRED ROUTING ELECTRICAL
SHEET NOTES 1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES 2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 3 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019
E1.10LEVEL 1 - PHASE 1 ELECTRICAL DEMO PLAN.pdf
J M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 14 S1 R1 4A Q1 5.1 23.1 26.1 ALL EXISTING LIGHTING AND POWER TO REMAIN UNLESS
OTHERWISE NOTED LAB-1F E-LAB-1B Room 167F CORRIDOR 100CH Room 100UA Room 100UB Room 100JA LAB WRITE-UP 170 LAB WRITE-UP 170B LAB WRITE-UP 170A LAB WRITE-UP 169 OFFICE 168 CORRIDOR 100CH
LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CL Room 100EB Room 100CK Room 132 Room 100CG
Room 100CJ Room 100CE Room 142A Room 126 Room 155B Room 100CF Room 155A Room 144 Room 165B OFFICE 152 Room 145B Room 120B Room 148 Room 148A Room 142 Room 100TA Room 130 Room 100SB
Room 100CC Room 100SA Room 116 Room 114 Room 100CD Room 102 Room 106 Room 104 Room 108 Room 115 Room 110 Room 124 Room 103 Room 105 Room 107 Room 100UC Room 101 Room 146 Room 128 Room
145 Room 120 Room 165 Room 100CB CORRIDOR 100CA Room 155 Room 100UF Room 100CN Room 100JC Room 100CR Room 100SC Room 100EA Room 100TC Room 100JB Room 100UD Room 100TB Room 145A Room
100CM Room 167G Room 100TD Room 218 OFFICE 156 COLLABORATION 167 XM XM XM XM XM XM XM XM XMXM XM XM XM XM XD XM XD XM XMXMXM Room 100UR E4.00 5 XM XD XD XD XM XD XD XM XM XM XM XM E3.10
1 XM 3 XM XM XM XM XM XM XM XM XM XM REMOVE ALL POWER ON WALLS TO BE DEMOLISHED. REFER TO ARCHITECTURAL DRAWINGS. XM Architect Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" E1.10 29313.00 11/30/18 LEVEL 1 - PHASE 1 ELECTRICAL DEMO PLAN 3/32" = 1'-0" 1 ELECTRICAL DEMO
PLAN - LEVEL 1 ELECTRICAL KEY NOTES - LEVEL 1 1 EXISTING PANELBOARD LAB 1F 2 EXISTING PANELBOARD ELAB 1B ELECTRICAL SHEET NOTES 1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES
2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18
ADDENDUM 02 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019
E1.20LEVEL 2 - PHASE 1 ELECTRICAL DEMO PLAN.pdf
2 3 4 5 6 M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 Room 201B Room 200SE Room 200EB Room
200SD Room 255A Room 255B Room 270A Room 275A Room 226 Room 275 Room 230B Room 230A Room 265C Room 278A Room 258 Room 200CC Room 201A Room 200TA Room 275B Room 260 Room 230 Room 200SB
Room 200SA Room 200TB Room 232 Room 214 Room 265A Room 252 Room 248 Room 250 Room 244 Room 254 Room 246 Room 256 Room 260A Room 204 Room 215 Room 208 Room 212 Room 210 Room 202 Room
272 Room 224 Room 222 Room 228 Room 276 Room 278 Room 216 Room 274 Room 201 Room 211 Room 203 Room 270 Room 205 Room 209 Room 207 Room 267 Room 265B Room 218 Room 245 Room 200CB Room
255 Room 200UC Room 200SC Room 200EA Room 265 Room 200JC Room 200JB Room 200JA Room 200CA Room 200UR Room 206A Room 206 LP-276 ELAB-2B XR LP-2NC LP-2NB LP-2NA Room 200UA Room 200UB
Room 200CA E3.20 1 E2.20 1 E4.00 4 REMOVE ALL LIGHTING AND POWER UNLESS NOTED OTHERWISE LAB-2F XR 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" E1.20 29313.00 11/30/18 LEVEL 2 - PHASE 1 ELECTRICAL DEMO PLAN 3/32" = 1'-0" 1 ELECTRICAL DISTRIBUTION
PLAN - LEVEL 2 EXISTING ELECTRICAL KEY NOTES - LEVEL 2 1 EXISTING PANELBOARD LP-2NA 2 EXISTING PANELBOARD LA-2NB 3 EXISTING PANELBOARD LP-2NC 4 EXISTING PANELBOARD LAB-2F 5 EXISTING
PANELBOARD ELAB-2B 6 EXISTING PANELBOARD LP-276 ELECTRICAL SHEET NOTES 1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES 2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER
TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/14/18 ADDENDUM 01 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018
E1.30LEVEL 3 - PHASE 1 ELECTRICAL DEMO PLAN.pdf
12 3 4 M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 LP-3NCLP-3NB LAB-3F LP-3NA Room 300UR Room
365A Room 365D Room 300JC Room 355 Room 365E Room 345B Room 345C Room 345A Room 365C Room 361 Room 318B Room 365F Room 300CC Room 358 Room 318 Room 342 Room 300SC Room 300T Room 300TA
Room 300CD Room 378 Room 342A Room 360 Room 300SB Room 300SA Room 318A Room 375 Room 362 Room 314 Room 377 Room 344 Room 352 Room 350Room 354 Room 356 Room 348 Room 346 Room 340 Room
312 Room 306 Room 308 Room 310 Room 365 Room 379 Room 365G Room 316 Room 305 Room 309 Room 303 Room 307 Room 301 Room 311 Room 343 Room 345 Room 304 Room 300CB Room 300JA Room 300EB
Room 300UA Room 300CA Room 300UD Room 300EA Room 300JB Room 300UC Room 343A REMOVE ALL LIGHTING AND POWER UNLESS OTHERWISE NOTED Room 300UB 3.30 1 2.30 1 E4.00 3 Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" E1.30 29313.00 11/30/18 LEVEL 3 - PHASE
1 ELECTRICAL DEMO PLAN 3/32" = 1'-0" 1 ELECTRICAL DISTRIBUTION PLAN - LEVEL 3 EXISTING ELECTRICAL KEY NOTES - LEVEL 3 1 EXISTING PANELBOARD LP-3NC 2 EXISTING PANELBOARD LP-3NB 3 EXISTING
PANELBOARD LP-3NA 4 EXISTING PANELBOARD LAB-3F ELECTRICAL SHEET NOTES 1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES 2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER
TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018
E1.40LEVEL 4 - PHASE 1 ELECTRICAL DEMO. PLAN.pdf
M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 E4.01 2 E4.01 4 E4.01 3 E4.01 1 Room 400UA Room
401 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" E1.40 29313.00
11/30/18 LEVEL 4 - PHASE 1 ELECTRICAL DEMO. PLAN ELECTRICAL SHEET NOTES 1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES 2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER
TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS 3/32" = 1'-0" # ELECTRICAL DISTRIBUTION PLAN - LEVEL 4 EXISTING # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID:
DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018
E2.10LEVEL 0 - ELECTRICAL LIGHTING PLAN.pdf
T8 21 3 4 5 Q P R S T O U S1 R1 4A Q1 5.1 MECHANICAL B00UA Room B00SA Room B78 Room B00UB Room B00UC LS1 LS1 LS1 LS1 138 3838 LS1 1 REMOVE AND REINSTALL LIGHTING FIXTURES IN THIS AREA
AS REQUIRED TO ACCOMMADATE WORK OF OTHER TRADES. ALL EXISTING LIGHTING TO REMAIN. HELP-B #1D4B #38 X1 31 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building
1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase
1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E2.10 29313.00 11/30/18 LEVEL 0 - ELECTRICAL LIGHTING PLAN 1/4" = 1'-0" 1 ELECTRICAL LIGHTING
PLAN-LEVEL 0 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454 12/10/2018
E2.20LEVEL 2 - ELECTRICAL LIGHTING PLAN.pdf
S2 S2 S2 S1 S1 S2 S1 S2 S2 LVD LVDLVDLVD LVD LVD LVD LVD LVD LVD LVD S1 S1 S1 S2 S1 S1 S1 S1 S1 S1 S1 S1 S2 S1 S1 S1 S1 S1 S1 S2 A A A E B B B B B B B P1 P1 P1 P1 P1 P1 P1 P1 LVD LVD
LVDLVDLVD LVD P1P1 LVD LVD LVD P1 A A A A A P1 A LVD A B LVD LVD 21 3 4 6 7 5 Q P R S T O U S1 R1 4A Q1 5.1 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 PA PA PA PA PA PA
PA RLA 12 RLA 12 PA PA PA PA RLA 12 PA RLA 12 PA PA PA PA PA PA PA PA RLA 8 RLA 10 RLA 10 RLA 10 PA PA RLC-8 RLC-8 PA PA LAB WRITE-UP 260 OPEN RESEARCH LAB 276 OPEN RESEARCH LAB 276
OPEN RESEARCH LAB 276 iCVD ROOM 276D TISSUE CULTURE (BACTERIAL) 276C TISSUE CULTURE (MAMMALIAN) 276B GLASSWASH 276A OPEN RESEARCH LAB 276 LAB WRITE-UP 269 DWA 9 PA PA PA RLC-8 RLC-8
RLC-8 RLD-8 DWA 9 RLC-8 i RA 8 14 14 RA ACCESSIBLE RESTROOM 200TC OPEN RESEARCH LAB 276 jk j,w k LPB LPB LPB DWA 15 15 15 15 1 15 1 15 14114 1 14 1 14 1 14 1 13 13 13 13 13 13 13 13
1 14 1 14 1 14 16 16 16 16 1 14 1 14 14 14 14 16 16 16 15 15 1 15 15 1 15 15 D42 #13 D42 #14 HELP-2 #1 D42 #15 a a j k a,z a a a a a a a a a a a a b b,y b,y c c,y c,y d d,y d,y e,y
e,y f fff z a,za,za,za,za,z a,z y y y y y y y y z i h g g g D42 #15 a h h h h,x h,x h i i x h,x h,x w j,w j,w j,wj,w j,w j,w X1 1 X1 1 X2 1 X2 1 X1 1 X1 1 X2 1 X1 1 1 X1 HELP-2 #1 2
2 2 g g g g2 g2 g2COMMON AREA 260A RA RA 2 2 22 2 2 2 2 2 DWB 2 i 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E2.20 29313.00 11/30/18 LEVEL 2 - ELECTRICAL LIGHTING PLAN 1/4" = 1'-0" 1 ELEC LIGHTING RCP - LEVEL 2 # DATE DESCRIPTION 1 11/30/18
ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018
E2.30LEVEL 3 - ELECTRICAL LIGHTING PLAN.pdf
S2 S3 S2S2 S2 LVD LVD LVD S1 S1 LVD S3 S1 S1 S1 S1 S1 S1 S1 S1 S1 S2S2S2 S3 LVD LVD LVD LVD LVD P1 P1P1P1 P1 P1 LVD LVD LVD P1 P1 S2 LVD 21 3 4 6 7 8 Q R S T U S1 R1 4A Q1 RLA 10 RLA
16 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 LPA-10 RLA 6 RLC-12RLC-12 RLC-22 RLC-8 RLA 12 RLA 12 RLC-8 RLC-8 RLC-22 RLA 10 PA PA PA PA PA LAB EQUIPMENT 367E E-BEAM DEPOSITION ROOM 367F RESEARCH
LAB 367 SUPPORT 1 367D SUPPORT 2 367C STAIRS 300SA CONFERENCE ROOM 360 RA LPB PA PA PA PA RLA 10 LPA-10 17 17 17 1717 17 17 17 1 17 17 17 18 18 18 18 18 18 18 1181181181181 D42 #17
a a b z z z b,z b,z c d c,z c,z c,z d,z d,z HELP-3 #1 18 18 18 18D42 #18 X2 X2 X1 X1 1 1 1 1 a a a a a a a a a RLA 6 18 2 FLUORESCENCE MICROSCOPE 367A RESEARCH LAB 367 IDF 355 LIGHT
SCATTERING 367B 2 DWA 4 DWA 2 2 2 DWA 4 17 17 17 2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/4" = 1'-0" E2.30 29313.00 11/30/18 LEVEL 3 - ELECTRICAL LIGHTING PLAN 1/4" = 1'-0" 1 ELEC LIGHTING RCP - LEVEL 3 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018
E3.00LEVEL 0 - ELECTRICAL POWER PLAN.pdf
T8 EWH 1 CA 1 AHU A VP 1 RO 1 FCU 4 P 3A CA 2 SP 1 P 5 P 6 D 2 D 1 CP 1 21 3 4 6 7 5 Q P R S T O U S1 R1 4A Q1 5.1 D4B D2B D4B #1,3,5 D4B #2,4,6 D4B #8,10,12 D4B #7,9,11 E-LAB-BB LAB-BF
PDP-BA MECHANICAL B00UA Room B00SA Room B59 Room B56 Room B78 Room B00UB Room B00UC LAB-BF #1 D4B #14,16,18 HEPP-B #1,3,5 D4B #20,22,24 D4B #25,27,29 D4B #26,28,30 D2B #2 D2B #4 6 6
6 D2B #6 D4B #32,34,36 LAB-BF #2 3 3 3 D2B #13 3 3 3 PROPOSED FEEDER ROUTING 3 PROVIDE METAL CHANNEL SUPPORTS FOR PANELBOARDS Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E3.00 29313.00 11/30/18 LEVEL 0 - ELECTRICAL POWER PLAN 1/4" = 1'-0" 1 ELECTRICAL
POWER PLAN - LEVEL 0 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019
E3.10LEVEL 1 - ELECTRICAL POWER PLAN.pdf
J 1 1 1 1 11 2 2 2 2 2 2 21 3 4 6 7 5 Q P R S T O U S1 R1 4A Q1 5.1 Room 100CG CORRIDOR 100CH CORRIDOR 100CH LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE 168 COLLABORATION
167 Room 100SA Room 167F Room 167G Room 165B OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CJ LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE
158B LAB WRITE-UP 170 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 167F Room 100CJ Room 165B Room 100SA Room 165 Room 100UA Room 100JA Room 100UB CORRIDOR
100CH Room 167G COLLABORATION 167 XM XM XM XM XM XM XM XM XM XM XM XD XM XM XM XM 4 4 7 7 5 5 LAB-1F #5 9 9 9LAB-1F #9 3 5 3 3 3 3 XM XMXM XM XM XM XM XM XM XM XM XM XM XM XM XM XM
XM XM LAB-1F #2 2 4 LAB-1F #7 XM 3 XM XM XM XM XM XM 3 3 3 3 3 3 3 3 3 3 3 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel:
617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E3.10 29313.00 11/30/18 LEVEL 1 - ELECTRICAL POWER PLAN 1/4" = 1'-0" 1 ELECTRICAL POWER PLAN - LEVEL 1 # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 ELECTRICAL SHEET NOTES - POWER 1 EXISTING PLUGMOLD WITH SINGLE OUTLETS +/- 1'-0" O.C. TO REMAIN. 2 EXISTING
PLUGMOLD WITH SINGLE OUTLETS +/- 2'-0" O.C. TO REMAIN. DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019
E3.20LEVEL 2 - ELECTRICAL POWER PLAN.pdf
J FH J FH J FH J FH J FH J FH 2 G G J G 12 J FH J FH 2 G 2 2 2 2 22 2 2 2 2 24 24 5 22 2 G G G G G FCU 2 2 FCU 2 2 GG J J J 2 G EQ-RY-38 EQ-RY-39 EQ-RY-36 EQ-RY-33 EQ-RY-19 EQ-RY-20
EQ-RY-31 EQ-RY-30 EQ-RY-17EQ-RY-28 EQ-RY-25 EQ-RY-14 EQ-RY-26 EQ-RY-27 EQ-RY-29 EQ-RY-15 EQ-RY-16 EQ-RY-13 EQ-RY-21 EQ-RY-41 EQ-RY-10 EQ-RY-22 EQ-RY-32 EQ-CA-44 EQ-RY-12 EQ-CA-47 EQ-CA-46
EQ-CA-11 EQ-CA-12 EQ-CA-10 2 EQ-CA-29 EQ-CA-28 EQ-RY-50 EQ-RY-44 EQ-CA-26 EQ-CA-37 EQ-CA-31 EQ-CA-15 EQ-CA-17 EQ-CA-33 EQ-CA-43 EQ-CA-47 EQ-CA-41 EQ-CA-32 EQ-CA-39 EQ-CA-27 EQ-RY-49
EQ-CA-38 EQ-CA-40 EQ-CA-34 EQ-CA-36 EQ-RY-46 EQ-CA-18 EQ-CA-24 EQ-CA-13EQ-CA-16 EQ-CA-14 EQ-CA-45 EQ-CA-22 EQ-CA-19 EQ-CA-09 EQ-RY-37 EQ-CA-03 EQ-CA-05 EQ-CA-04 EQ-CA-06 EQ-CA-07 EQ-CA-01
EQ-CA-02 EQ-CA-08 EQ-RY-03 EQ-RY-06 EQ-RY-04 EQ-RY-07 EQ-RY-01 EQ-RY-02 EQ-RY-05 EQ-RY-09 2 2 EQ-RY-40 EQ-CA-01 G G 2 2 2 8 8 2 2 G G G 2 2 202020 20 2 2 22 2 2 2 21 3 4 6 7 5 Q P R
S T O U S1 R1 4A Q1 5.1 SCOPE OF WORK SCOPE OF WORK LAB-2F D42 DW R22 ELAB-2B LP-2NA LP-2NB 6 6 6 6 5 5 4 4 2 3 3 2 1 1 2 10 3 3 10 31 15 34 ICE MAKER 31 27 22 12,14 30 6,8 26 17 8
8 8191919 18 18 18 11 11 11 15 15 15 17 17 17 20 20 20 20 13 13 131313 R22 #10 R22 #31 R22 #33 R22 #42 R22 #41 R22 #46 R22 #43 R22 #48 R22 #45 R22 #50 R22 #47 R22 #52 R22 #49 R22 #54
R22 #51 R22 #56 R22 #53 R22 #55 R22 #57 R22 #58 R22 #59 R22 #60 LAB-2F #7 TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP 260 LAB WRITE-UP
269 OPEN RESEARCH LAB 276 iCVD ROOM 276D Room 254 Room 256 Room 267 CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC LAB-2F #33 LAB-2F #35 LAB-2F #39 LAB-2F
#37 LAB-2F #38 LAB-2F #36 LAB-2F #34 LAB-2F #41 L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R E6.00 2 L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R
L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R LAB-2F #32 1010 1010 12 12 12 12 1214 14 14 16 1416 16 16 4040 1 OPEN RESEARCH LAB 276 LAB-2F #17 5 LAB-2F #13,15,17
E6.00 2 E6.00 2 E6.00 2 E6.00 2 E6.00 2 E6.00 2 E6.00 2 LAB-2F #20 R22 #4 R22 #1 R22 #2 D4B #13,15,17 LAB-2F #19 LAB-2F #8 LAB-2F #10,12,14 LAB-2F #16 LAB-2F #40 480V, 50A, 3P TO 'D4B'
IN BASEMENT LAB-2F #2,4,6 LAB-2F #1 LAB-2F #18 LAB-2F #11 OPEN RESEARCH LAB 276 R22 #79 XL R22 #17 2 R22 #5 80 82 84 R22 #80,82,84 2 2 2 22 2 13 13 ? 22 2 2 2 Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" E3.20 29313.00 11/30/18 LEVEL 2 - ELECTRICAL
POWER PLAN 1/4" = 1'-0" 1 ELECTRICAL PLAN - LEVEL 2 PHASE 1 ELECTRICAL KEY NOTES - DISTRIBUTION LEVEL 2 KEY NOTE DESCRIPTION 1 PROVIDE ALARM CONNECTION BETWEEN CO GAS CABINET AND EXISTING
GAS MONITORING SYSTEM. INCLUDE ALL DESIGN SERVICES, DOCUMENTATION, HARDWARE AND WIRING. WORK SHALL BE PERFORMED BY HALLAM ICS IN ACCORDANCE WITH CORNELL REQUIREMENTS. 2 RECEPTACLE TO
BE INSTALLED ABOVE THE LEVEL OF THE UPPER SHELF FOR LIGHTING FIXTURE. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2 2 2 2 2 2 DocuSign Envelope ID:
BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018
E3.30LEVEL 3 - ELECTRICAL POWER PLAN.pdf
J FH J FH G 2 2 2 J FH 34 G G 2 J FH J FH J FH TV J FCU 3 FCU 5 2 EQ-NA-10 EQ-NA-46 EQ-NA-43 EQ-NA-43 EQ-NA-45 EQ-NA-44 EQ-NA-02 EQ-NA-34 EQ-NA-08 EQ-NA-09 EQ-NA-07 EQ-NA-49 EQ-NA-48
EQ-NA-47 EQ-NA-19 EQ-NA-11 EQ-NA-12 EQ-NA-13 EQ-NA-21 EQ-NA-20 EQ-NA-26 EQ-NA-36 EQ-NA-50 EQ-NA-32 EQ-NA-06 EQ-NA-18 EQ-NA-33 EQ-NA-04 EQ-NA-05 EQ-NA-01 EQ-NA-40 EQ-NA-38 EQ-NA-37 EQ-NA-42
EQ-NA-42 EQ-NA-42 EQ-NA-16 EQ-NA-16 EQ-NA-16 EQ-NA-14 EQ-NA-14 EQ-NA-15 EQ-NA-24 EQ-NA-23 EQ-NA-22 EQ-NA-41 EQ-NA-03 2 2 2 2 2 2 2 2 2 2 2 21 3 4 6 7 8 5 Q P R S T O U S1 R1 4A Q1 5.1
SCOPE OF WORK R23 ELAB-3B 66 68 68 68 65 65 65 67 65 67 71 71 222 4 4 4 4 6 8 8 6 10 10 6 76 13 13 13 15 6 23 25 27 37 37 35 38 35 35 40 2 R23 #41 R23 #42 R23 #43 R23 #44 R23 #45 R23
#46 R23 #47 R23 #48 R23 #61 R23 #62 R23 #63 R23 #64 R23 #57 R23 #58 R23 #59 R23 #60 R23 #53 R23 #54 R23 #55 R23 #56 R23 #49 R23 #50 R23 #51 R23 #52 RESEARCH LAB 367 SUPPORT 1 367D LAB
WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE 367A STAIRS 300SA Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING
300UB Room 358 CONFERENCE ROOM 360 L5-20R L5-20R E6.00 2 E6.00 2 E6.00 2 E6.00 2 E6.00 2 E6.00 2 L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R
L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R L5-20R 36 R23 #36 6 12 12 12 66 66 R23 #3 R23 #66,68 76 76 R23 #8,10,12 R23 #1 R23 #7 RESEARCH LAB 367 RESEARCH LAB 367
RESEARCH LAB 367 R23 #9 L5-20R R23 #11 L5-20R 70 70 72 7272 R23 #13 R23 #76 R23 #2,4,6 R23 #15 R23 #65,67,71 67 71 LAB-3F 70 38 37 2 R23 #37 2 66 2 81 81 8181 15 2 15 15 2 2 72 72 2
70 70 37 LIGHT SCATTERING 367B IDF 355 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
1/4" = 1'-0" E3.30 29313.00 11/30/18 LEVEL 3 - ELECTRICAL POWER PLAN 1/4" = 1'-0" 1 ELECTRICAL PLAN - LEVEL 3 PHASE 1 ELECTRICAL KEY NOTES - POWER 1 MOUNT RECEPTACLES AT 60" AFF 2 RECEPTACLE
TO BE INSTALLED ABOVE THE LEVEL OF UPPER SHELF FOR LIGHT FIXTURE # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3
D779 12/18/2018
E4.00ELECTRICAL PART PLANS - SHEET 1.pdf
T7 T5 T8* T8* T3* T7 ATS ATS ATS G 16 17 R1 PDP-BB T-EAST-1 T-EAST-1 MDP T-ESD-C ESD-C LDP-B DP-B T-DP-B T-PDP-BB Room B45 Room B00UD HEPP-B 3 TOXIC GAS MONITORING PANEL H 24 LEPP-B
HELP-B HLP-B LPP-B Room B00UR EXISTING OPT. STANDBY BUS RISER E-1 EXISTING NORMAL BUS RISER EAST-1 E-LAB-BB LAB-BFLAB-BCLPP-B 15 U 14 ELPB1 EEDP ESDB EODP EDPT-E1 ATS-1 ATS-2 ATS-3
Room B00UP H 24 HLP-2 HELP-2 LEPP-2 Room 200UR EXISTING OPT. STANDBY BUS RISER E-1 EXISTING NORMAL BUS RISER EAST-1 E-LAB-2B LAB-2FLAB-2CLPP-2 H 24 LEPP-3 HELP-3 HLP-3 LPP-3 Room 300UR
EXISTING OPT. STANDBY BUS RISER E-1 EXISTING NORMAL BUS RISER EAST-1 LAB-3C LAB-3FLPP-3 E-LAB-3B H 24 HLP-1 HELP-1 LEPP-1 Room 100UR EXISTING OPT. STANDBY BUS RISER E-1 EXISTING NORMAL
BUS RISER EAST-1 E-LAB-1B LAB-1FLPP-1 LAB-1C LPP-1 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/4" = 1'-0" E4.00 29313.00 11/30/18 ELECTRICAL PART PLANS - SHEET 1 1/4" = 1'-0" 2 PART PLAN - LEVEL 0 - ELEC. ROOM B00UD 1/4" = 1'-0" 6 PART PLAN - LEVEL 0
- ELEC. ROOM B00UR 1/4" = 1'-0" 1 PART PLAN - LEVEL 0 - ELEC. ROOM B00UP 1/4" = 1'-0" 4 PART PLAN - LEVEL 2 - ELEC. ROOM 200UR 1/4" = 1'-0" 3 PART PLAN - LEVEL 3 - ELEC. ROOM 300UR
ELECTRICAL SHEET NOTES 1 REFER TO E0.01 FOR LEGEND, SCHEDULE AND GENERAL NOTES 2 REFER TO E5.00 FOR NORMAL POWER RISER DIAGRAMS 3 REFER TO E5.01 FOR EMERGENCY POWER RISER DIAGRAMS KEY
NOTES - PART PLANS 1 EXISTING DISTRIBUTION PANEL SERVING OPTIONAL STANDBY PANEL WITHIN LEVEL 0 SCOPE OF WORK 2 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 0 OPTIONAL STANDBY PANEL
WITHIN SCOPE OF WORK 3 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 0 NORMAL PANEL WITHIN SCOPE OF WORK 4 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 1 OPTIONAL STANDBY PANEL
WITHIN SCOPE OF WORK 5 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 1 NORMAL PANEL WITHIN SCOPE OF WORK 6 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 2 OPTIONAL STANDBY PANEL
WITHIN SCOPE OF WORK 7 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 2 NORMAL PANEL WITHIN SCOPE OF WORK 8 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 3 OPTIONAL STANDBY PANEL
WITHIN SCOPE OF WORK 9 EXISTING ENCLOSED CIRCUIT BREAKER SERVING LEVEL 3 NORMAL PANEL WITHIN SCOPE OF WORK 10 EXISTING EMERG. PANEL SERVING LEVEL 0 SCOPE OF WORK 11 NOTE NOT USED 12
EXISTING EMERG. PANEL SERVING LEVEL 2 SCOPE OF WORK 13 EXISTING EMERG. PANEL SERVING LEVEL 3 SCOPE OF WORK 1/4" = 1'-0" 5 PART PLAN - LEVEL 1 - ELEC. ROOM 100UR # DATE DESCRIPTION 1
11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 3 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019
E4.01ELECTRICAL - PART PLANS - SHEET 2.pdf
EF A.2 EF A.1 J G S1 S1 H G 17 U 2423 XM XM ELP1-401A ELP2-401 XD DISCONNECT AND CUT BACK EXISTING POWER/COMM. RACEWAYS AND CIRCUITS ON BOTH SIDES OF THIS WALL TO ACCOMMODATE WALL DEMO.
DISCONN. AND REMOVE EXISTING CLOCK RECEPT. XD EXISTING POWER/ COMM. RACEWAY XM XM XM EXISTING 208V POWER PANEL EXISTING 208V POWER PANEL THIS ROOM IS BEING DEMOLISHED. DISCONNECT AND
REMOVE ALL EXISTING LIGHTING, CONTROLS, POWER DEVICES AND CIRCUITS BACK TO SOURCE THIS CLOSET IS BEING DEMOLISHED. DISCONNECT AND REMOVE ALL EXISTING LIGHTING, CONTROLS, POWER DEVICES
AND CIRCUITS BACK TO SOURCE XD XD XM XM XM XD XD XD XD XD XM XD XM XD XD XM XM INTERCEPT EXISTING CIRCUITING AND EXTEND AND RECONNECT TO EXISTING CIRCUIT AT PANELBOARD 3 4 6 R S S1
R1 4A XM Room 400UC Room 400SA ESD-P #7,9,11 ESD-P #1,3,5 ESD-P XMXMXM WP PENTHOUSE-N #14 PENTHOUSE-N #13 AHU LIGHTS VFD PENTHOUSE-N EXISTING PANEL EXISTING PANEL MS MS VFD VFD VFD
EXHAUST FAN EF-A-1 EXHAUST FAN EF-A-2 XM WP H G 17 U 2423 ELP1-401A ELP2-401 XMXM XM XM XM XM (EXISTING) (EXISTING) Room 400UA XM XM XM XM XM XM XM XM XM XM 3 6 R S R1 4A ESD-P XM VFD
XM XM EXISTING PANEL "PENTHOUSE-N" EXISTING PANEL MS XM XM MS H G 17 U 2423 R1 FC3 XM XD XMXM XM XM XM XM XD XN XR FC1 FC1 FC2 FC2 FC2 FC2 XN FC1 d dXM XD c c c a b a a b a a b XD XD
H G 17 U 2423 R1 FC1 FC1 FC2 FC2 FC2 FC2 FC1 d d a a a b a b a b b b a a XL X1 X1 NEW NEW XM XM XM XM XM XM XM FC1 XM b b a PROVIDE NEW 2 X 4 PRISMATIC FLUORESCENT SIMILAR TO EXISTING
. CONNECT TO EXISTING CIRCUITING. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
1/4" = 1'-0" E4.01 29313.00 11/30/18 ELECTRICAL - PART PLANS - SHEET 2 1/4" = 1'-0" 1 ELECTRICAL DISTRIBUTION PLAN - LEVEL 4 SOUTH EXISTING - PART PLAN 1/4" = 1'-0" 3 LEVEL 4 ELECTRICAL
NORTH NEW WORK - PART PLAN 1/4" = 1'-0" 4 LEVEL 4 ELECTRICAL SOUTH NEW WORK PART PLAN 1/4" = 1'-0" 2 ELECTRICAL DISTRIBUTION PLAN - LEVEL 4 NORTH EXISTING - PART PLAN # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 1/4" = 1'-0" 5 ELECTRICAL LIGHTING PLAN - LEVEL 4 EXISTING PART PLAN 1/4" = 1'-0" 6 ELECTRICAL LIGHTING
PLAN - LEVEL 4 PART NEW PLAN 3 3 DocuSign Envelope ID: BF852761-98AC-4A3D-B58A-A23A15AF7659 1/4/2019
E5.00ELECTRICAL NORMAL POWER RISER DIAGRAMS.pdf
NEW DRY TYPE TRANSFORMER 250AT 200AT 250AT 200AT 250AT 200AT 250AT 200AT 208/120V, 3Φ, 4W DISTRIBUTION PANELBOARD 250AT 200AT 250AT 200AT 250AT 200AT 250AT 200AT EXISTING 600A 208V DISTRIBUTION
PANEL EXISTING NORMAL BUSWAY EAST-1 208/120, 3Φ, 4W NEW 208/120V, 3Φ, 4W PANELBOARD NEW EXISTING 480V DISTRIBUTION PANEL 480/277V, 3Φ, 4W DISTRIBUTION PANELBOARD NEW 480/277V, 3Φ, 4W
DISTRIBUTION PANELBOARD NEW 208/120V, 3Φ, 4W PANELBOARD NEW MECH ROOM - B00UA CORRIDOR B00CA T8 NORTH PENTHOUSE 400UC ELECTRICAL ROOM - BOOUDLEVEL 0 LEVEL 1 LEVEL 2 LEVEL 4 LEVEL 3
ROOF ELEC. ROOM 300UR ELEC. ROOM 200UR ELEC. ROOM 100UR ELEC. CLOSET ELEC. CLOSET NORTH PENTHOUSE 400UC LEVEL 0 LEVEL 1 LEVEL 2 LEVEL 4 LEVEL 3 ROOF ELEC. CLOSET 200UA ELEC.
CLOSET EXISTING RM 274 EXISTING CORR 300UA EXISTING COLLABORATION 167 EXISTING MECH B00UJ CORRIDOR B00CA ELECTRICAL ROOM - BOOUD EXISTING CORR 200CA RENOVATED SPACE ELEC. ROOM 300UR
ELEC. ROOM 200UR ELEC. ROOM 100UR EXISTING CORR 100CH EXISTING ROOM 300CD EXISTING MECH B00UA RENOVATED SPACE EXISTING COLLABORATION 167 EXISTING MDP ECB CB-EAST 1 T-EAST 1 T8 PDB-BA
EXISTING NORMAL POWER DISTRIBUTION LP-2NB LP-3NA LP-3NCLAB-3F LAB-2F LAB-2NCLP-276 PPP-H LAB -BF LAB-1F EXISTING MDP ECB CB-EAST 1 T-EAST 1 T8 D4BD2B R22 J J LP-2NA LP-2NB LP-3NB LP-3NC
LAB-3F LAB-2F DP-B LP-2NA LP-3NB CLEAN CRP-1 CRC-1 DP-B LP-3NA STARTERS TRANSFORMERS PDB-BA LAB-1F PDP-BB T7 PPP-H LAB -BFPDP-BB T7 ELECTRICAL KEY NOTES LEVEL 0 DISTRIBUTION KEY NOTE
DESCRIPTION 01 02 EXISTING PANELBOARDS CLEAN, CRP-1, CRC-1, AND TRANSFORMERS AND FEEDERSTO BE REMOVED. EXISTING PANELBOARDS LAB-BF, DP-B AND PDP-BB TO REMAIN. ELECTRICAL KEY NOTES LEVEL
1 DISTRIBUTION 11 EXISTING PANELBOARD LAB-1F TO REMAIN. ELECTRICAL KEY NOTES LEVEL 4 DISTRIBUTION 31 32 EXISTING PANELBOARD LAB-3F TO BE RELOCATED. EXISTING PANELBOARD LP-3NA,LP-3NB
AND LP-3NC TO REMAIN. ELECTRICAL KEY NOTES LEVEL 2 DISTRIBUTION 21 22 23 EXISTING PANELBOARD LAB-2F BE RELOCATED. EXISTING PANELBOARDS LP-2NA,LP-2NB AND LAB-2NC TO REMAIN. EXISTING
PANELBOARDS LP-276 AND FEEDERS TO BE REMOVED. ELECTRICAL KEYNOTES LEVEL 0 DISTRIBUTION KEY NOTE DESCRIPTION 21 INTERCEPT EXISTING PANELBOARD E-LAB-2F FEEDER AND EXTEND TO NEW PANELBOARD
LOCATION. NEW FEEDER TO MATCH EXISTING. ELECTRICAL KEYNOTES LEVEL 3 DISTRIBUTION 31 INTERCEPT EXISTING PANELBOARD E-LAB-3F FEEDER AND EXTEND TO NEW PANELBOARD LOCATION. NEW FEEDER TO
MATCH EXISTING. NEW NORMAL POWER DISTRIBUTION T8 T8 ELECTRICAL KEYNOTES LEVEL 2 DISTRIBUTION 01 PROVIDE NEW 600A-3P CIRCUIT BREAKER IN EXISTING WITCH BOARD MDP TO SERVE NEW FEEDER.
R23 225Y D42 150Y225Y 600Y 4#250KCMIL AL 1#4G AL IN 2 1/2"C 4#250KCMIL AL 1#4G AL IN 2 1/2"C 4#250KCMIL AL 1#4G AL IN 2 1/2"C 4#250KCMIL AL 1#4G AL IN 2 1/2"C 01 01 01 01 02 02 02 11
22 31 32 32 32 23 21 31 21 22 22 01 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
N.T.S E5.00 29313.00 11/30/18 ELECTRICAL NORMAL POWER RISER DIAGRAMS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F48E2BF76454
12/10/2018
E5.01ELECTRICAL EMERGENCY POWER RISER DIAGRAMS.pdf
4#1/0 AL&1#6 AL, 1 1/2"C 01 11 21 31 12 22 32 41 02 21 31 250AT 100AT 250AT 100AT 250AT 100AT 250AT 100AT 250AT 100AT 250AT 100AT 250AT 100AT ELAB-1B NORTH PENTHOUSE 400UC TRANSFER SWITCH
ROOM - BOOUP ELEC. ROOM 400UR LEVEL 0 LEVEL 1 LEVEL 2 LEVEL 4 LEVEL 3 ROOF ELEC. ROOM 300UR ELEC. ROOM 200UR ELEC. ROOM 100UR ELECTRICAL CLOSET ELECTRICAL CLOSET NORTH PENTHOUSE
400UC MECHANICAL ROOM 403 LEVEL 0 LEVEL 1 LEVEL 2 LEVEL 4 LEVEL 3 ROOF EXISTING CORRIDOR 300CA EXISTING CORRIDOR 200CA EXISTING COLLABORATION 167 OPEN RESEARCH LAB 276 EXISTING CORRIDOR
B00CA TRANSFER SWITCH ROOM - BOOUP ELECTRICAL CLOSET SUPPORT 1 367D EXISTING COLLABORATION 167 ELEC. ROOM 400UR ELEC. ROOM 300UR ELEC. ROOM 200UR ELEC. ROOM 100UR ELEC. ROOM B00UR
ELEC. ROOM B00UR ELECTRICAL CLOSET ELECTRICAL CLOSET ELECTRICAL CLOSETCORRIDOR CORRIDOR CORRIDOR EXISTING CORRIDOR B00CA ATS 2 ATS 3ATS 1 ECB CB-E1 T-E1 EMERGENCY BUS RISER "E1" ESD-B
EEDPEDP T7 EODP ESD-P TO A 400 KW/500KVA OUTDOOR GENERATOR E-LAB-3B ELAB-2B EXISTING OPTIONAL STANDBY DISTRIBUTION BRANCH #3 EXISTING OPTIONAL STANDBY DISTRIBUTION BRANCH #2 EXISTING
EMERGENCY DISTRIBUTION BRANCH #1 ELAB-BB KEY NOTE DESCRIPTION 01 EXISTING PANELBOARDS E-LAB-BB TO REMAIN. 11 EXISTING PANELBOARDS E-LAB-1B TO REMAIN. ELECTRICAL
KEYNOTES LEVEL 2 DISTRIBUTION 21 EXISTING PANELBORD E-LAB-2B TO BE REMOVED AND RELOCATED TO ACCOMMODATE THE RENOVATION. EXISTING FEEDER SHOWN BASED ON RECORD DRAWING. 31 EXISTING PANELBORD
E-LAB-3B TO BE REMOVED AND RELOCATED TO ACCOMMODTE THE RENOVATION. EXISTING FEEDER SHOWN BASED ON RECORD DRAWING. ATS 2 ATS 3ATS 1 ECB CB-E1 T-E1 EMERGENCY BUS RISER "E1" ESD-B EEDPEDP
T7 EODP TO A 400 KW/500KVA OUTDOOR GENERATOR ELAB-BB ESD-P EXISTING EMERGENCY POWER DISTRIBUTION ELAB-1B HELP-3 HELP-2 HELP-1 HELP-4 EXISTING PANELBOARD HELP-1 TO REMAIN AND REUSED
TO SUPPLY THE NEW RENOVATED SPACE.12 EXISTING PANELBOARD HELP-2 TO REMAIN AND REUSED TO SUPPLY THE NEW RENOVATED SPACE.22 EXISTING PANELBOARD HELP-3 TO REMAIN AND REUSED TO SUPPLY THE
NEW RENOVATED SPACE.32 ELECTRICAL KEYNOTES LEVEL 3 DISTRIBUTION ELECTRICAL KEYNOTES LEVEL 1 DISTRIBUTION ELECTRICAL KEYNOTES LEVEL 0 DISTRIBUTION ELECTRICAL KEYNOTES LEVEL 4 DISTRIBUTION
EXISTING PANELBOARD HELP-4 TO REMAIN AND REUSED TO SUPPLY THE NEW RENOVATED SPACE.41 KEY NOTE DESCRIPTION 21 INTERCEPT EXISTING PANELBOARD E-LAB-2B FEEDER AND EXTEND TO NEW PANELBOARD
LOCATION. NEW FEEDER TO MATCH EXISTING. 31 INTERCEPT EXISTING PANELBOARD E-LAB-3B FEEDER AND EXTEND TO NEW PANELBOARD LOCATION. NEW FEEDER TO MATCH EXISTING. HELP-B EXISTING PANELBOARD
HELP-B TO REMAIN AND REUSED TO SUPPLY THE NEW RENOVATED SPACE.02 EXISTING OPTIONAL STANDBY DISTRIBUTION BRANCH #3 EXISTING OPTIONAL STANDBY DISTRIBUTION BRANCH #2 EXISTING EMERGENCY
DISTRIBUTION BRANCH #1 E-LAB-3B ELAB-2B J J HELP-3 HELP-2 HELP-1 HELP-4 HELP-B ELECTRICAL KEYNOTES LEVEL 2 DISTRIBUTION ELECTRICAL KEYNOTES LEVEL 23DISTRIBUTION
NEW EMERGENCY POWER DISTRIBUTION 4#1/0 AL&1#6 AL, 1 1/2"C 208/120, 3Φ, 4W 208/120V, 3Φ, 4W 480/277V, 3Φ, 4W 208/120, 3Φ, 4W 208/120, 3Φ, 4W 4#1/0 AL&1#6 AL, 1 1/2"C 4#1/0 AL&1#6 AL,
1 1/2"C 208/120, 3Φ, 4W 208/120V, 3Φ, 4W 208/120V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W208/120,
3Φ, 4W 480/277V, 3Φ, 4W 480/277V, 3Φ, 4W 208/120, 3Φ, 4W Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000
Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 N.T.S E5.01 29313.00 11/30/18 ELECTRICAL EMERGENCY POWER RISER DIAGRAMS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: DAB23A5A-6B4E-4542-874F-F4
8E2BF76454 12/10/2018
E6.00ELECTRICAL DETAILS.pdf
SCALE: ELEVATION PLAN VIEW SCALE: FUME HOOD WIRING DETAIL NONE TYPICAL LAB BENCH AT WALL POWER AND DATA DETAIL NTS SCALE: TYPICAL OVERHEAD SERVICE WIREMOLD DETAIL 2 NONE K.S K.S J LIGHT
FIXTURESEE NOTE #1 DUPLEX RECEPTACLE (TYPICAL) LIGHT SWITCH SEE NOTE #3 ELEVATION 3 1 FLUSH WALL MOUNTED RECEPTACLE SURFACE MOUNTED RACEWAY LAB EQUIPMENT OUTLET CEILING FLOOR 1. 3.
2. 4. PROVIDE (2) CIRCUITS AS SHOWN ON FLOOR PLANS. ONE CIRCUIT SHALL BE WIRED TO LIGHT FIXTURE AND THE OTHER TO RECEPTACLES. RUN ALL WIRING CONCEALED. JUNCTION BOX SIZE AS REQUIRED,
BEHIND HOOD IN WALL. VERIFY & COORDINATE EXACT LOCATION IN THE FIELD. ALL EQUIPMENT SHOWN (LIGHT FIXTURE, SWITCH AND RECEPTACLES) FURNISHED AS PART OF HOOD. ELECTRICAL CONTRACTOR
SHALL PROVIDE ALL WIRING AND CONDUIT TO MAKE FINAL CONNECTIONS. NOTES: COMMUNICATION CHANNEL. REFER TO T SERIES DRAWINGS WIREMOLD AL4800 2 CHANNEL MULTI OUTLET ASSEMBLY L5-20R FOR
2 CIRCUIT BENCH POWER TYPICAL FLUSH WALL MOUNTED DATA OUTLET 10 10 55331 1 C PB-3-AD7-2,4,6 20A-3P SURFACE MOUNTED RACEWAY MOUNTED ABOVE LAB BENCH RECEPTACLES AND/OR DATA OUTLETS INTEGRAL
TO SURFACE MOUNTED RACEWAY WALL RECEPTACLES AND/OR DATA OUTLETS FLUSH MOUNTED WITHIN WALL ABOVE SURFACE MOUNTED RACEWAY LAB EQUIPMENT OUTLET MOUNTED 18" AFF UNLESS OTHERWISE NOTED.
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" E6.00 29313.00
11/30/18 ELECTRICAL DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779 12/18/2018
E7.00LIGHTING FIXTURE SCHEDULES & CONTROLS.pdf
SCALE:SCALE:SCALE: LVD LVD LVD LVD TYPICAL CONFERENCE ROOM - LIGHTING CONTROL DIAGRAM 6 NONE TYPICAL LAB WRITE-UP - LIGHTING CONTROL DIAGRAM 3 NONE TYPICAL SUPPORT EQUIP. ROOM - LIGHTING
CONTROL DIAGRAM 5 NONE LIGHTING CONTROL RISER DIAGRAM 1 NONESCALE: ELECTRICAL CONTRACTOR TO PROVIDE CAT-5 DATA CABLE. SEE CAT-5 REQUIREMENTS SHEET & RJ45 CONNECTOR DETAIL. TEST ALL
CABLE LENGTHS AND TERMINATION'S W/CAT-5 TESTER. VOLTAGE CONTROL WIRING TO BE INSTALLED PER NATIONAL ELECTRICAL CODE FOR CLASS-2 LOW VOLTAGE WIRING. ALL LOW VOLTAGE COMMUNICATION CABLE
& HARDWIRE LOW FROM LINE VOLTAGE BY A MINIMUM DISTANCE OF 1-FOOT. RUN IN LINE VOLTAGE RACEWAYS. SEPARATE LOW VOLTAGE RUNS CLASS-2 LOW VOLTAGE WIRING SHALL NOT BE MIXED WITH OR CONFIGURATIONS
ALLOWED WITHOUT POWER SUPPLY REPEATERS. FROM ONE PANEL OR DEVICE TO THE NEXT. NO "STAR" OR "T" CAT-5 DATA CABLE RUNS TO BE INSTALLED IN A DAISY CHAIN FOR THE INSTALLATION ENVIRONMENT
OR CONDITIONS ON SITE. INSTALLED WITH THE APPROPRIATE JACKET TYPE OR CONDUIT ALL CLASS-2 & CAT-5 DATA CABLE RUNS TO BE PROVIDED AND A. B. C. D. E. FOR PROPER SYSTEM OPERATION, BASED
ON THE ACTUAL NUMBER ADDITIONAL POWER OR DATA REPEATING DEVICES MAY BE REQ'D AND DISTANCE OF DEVICES TO BE INSTALLED ON CAT-5 DATA LINE. F. G. 2 3 4 5 6 7 8 9 10 1 R1 D1 R2 D2 OUTIN
A:F1 N:03 a On/Off Ramp Up Ramp Dn PS-IN 6 8 3 1 1 R1 D1 R2 D2 A:F1 N:04 a On/Off Ramp Up Ramp Dn PS-IN PS-IN OUTIN 1 1 6 8 3 10 10 R1 D1 A:F1 N:07 a On/Off Ramp Up Ramp Dn OUTIN
1 1 6 3 10 CAT-5E DATA CABLE NOT USED PHOTOCELL CONTROLLER & REMOTELY MOUNTED SENSOR HEAD. PROVIDE 3-#18 AWG MIN. FROM SENSOR TO CONTROLLER. EMERGENCY POWER AND CONTROL ULO924 BYPASS
RELAY LOW VOLTAGE DIMMER STATION DIMMER REMOTE RELAY CAT-5E CONNECTED W/0-10VDC DIMMING CONTROL NOT USED EVO DISTRIBUTED CONTROL PANEL SELECTABLE LIGHTING APPLICATION (A) FOR 16 PRE-PORGRAMMED
APPLICATIONS RELAY CONTROL PANEL R40-1,2&3 POLE RELAY AS LISTED. GENERAL NOTES DEVICES MAY COME UNIQUELY PRE-ADDRESSED AND ARE LOCATION SPECIFIC. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO PROPERLY LOCATE DEVICES. REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1.REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1. REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1.
a 6 b R4 D4 EPC-2 7 KEY NOTES REFER TO KEY NOTES AND GENERAL NOTES ON THIS SHEET.1. Node: 01 OUT Panel OUTIN A:F1 N:02 OUTIN A:F1 N:02 OUTIN A:F1 N:02 OUTIN A:F1 N:02 OUTIN A:F1
N:02 OUTIN A:F1 N:02 2ND FLOOR 3RD FLOOR 1 1 1 1 1 1 1 1 TO NEXT CONTROLLER TO NEXT CONTROLLER 3 3 3 3 3 3 277V 2. RELAY FOR AUTOMATIC RECEPTACLE CONTROL FOR ELECTRIFIED FURNITURE.
QUANTITY OF REQUIRED RELAYS SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR N THE FIELD. (1) PANEL CAN CONTROL A MAXIMUM OF (2) INDEPENDENT ROOMS. (1) PANEL CAN CONTROL A MAXIMUM OF
(2) INDEPENDENT ROOMS.2. (1) PANEL CAN CONTROL A MAXIMUM OF (2) INDEPENDENT ROOMS.2. B SPACE TYPE C SPACE TYPE C SPACE TYPE In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2
Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS 2 In:1 Out:1 In:2 Out:2 In:3 Out:3
In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2
Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local LS In:1 Out:1 In:2 Out:2 In:3 Out:3 In:4 Out:4 PS:1 PS:2 Local
LS 1 1 5 1 1 1 1 5 5 CEILING MOUNTED MOTION SENSOR 3#18AWG TO 24VDC POWERED INPUT IN PANEL. P1 P1 S2 S2 S1 FLOOR PLAN SYMBOL (TYPICAL) FLOOR PLAN SYMBOL (TYPICAL) A RESEARCH B C WRITE
UP CONFERENCE D BREAK OUT AREA SEQUENCE: OVERHEAD LIGHTS ARE TURNED ON MANUALLY VIA A SWITCH. ON: THE LIGHTS ARE MANUALLY TURNED ON. ADJUST: THE LIGHTS ARE CONTROLLED WITH AN ON/OFF
DIMMING SWITCH AT THE ENTRANCE. OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF OR MANUALLY TOGGLED OFF USING A WALL CONTROL. LIGHTS WILL AUTOMATICALLY TURN OFF AFTER THE SPACE HAS BEEN
VACANT FOR 20 MINUTES. E LIGHTING CONTROL INTENT SCHEDULE DIGITAL LIGHTING POWER PACK WITH MANUAL SWITCH, CEILING SENSOR. DIGITAL LIGHTING POWER PACK WITH MANUAL SWITCH, CEILING SENSOR,
AND PHOTOCELL PUBLIC RESTROOM DIGITAL LIGHTING POWER PACK WITH MANUAL SWITCH AND CEILING SENSOR SEQUENCE: ALL LIGHTS ARE TURNED ON MANUALLY VIA SWITCH AND MANUALLY TURNED OFF VIA SWITCH
OR VACANCY SENSOR. ON: THE LIGHTS ARE MANUALLY TURNED ON. OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF OR MANUALLY TOGGLED OFF USING A WALL CONTROL. LIGHTS WILL AUTOMATICALLY TURN
OFF AFTER THE SPACE HAS BEEN VACANT FOR 20 MINUTES . DIGITAL LIGHTING POWER PACK WITH MANUAL SWITCH, CEILING SENSOR, AND PHOTOCELL SEQUENCE:EQUIPMENTROOM TYPE SPACE TYPE SEQUENCE: MANUAL
ON/OFF AND DIMMING ON: THE LIGHTS ARE MANUALLY TURNED ON ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH A DIMMING SWITCH AT THE ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED
AT THE ENTRANCE TO THE ROOM. OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA A VACANCY SENSOR AFTER THE ROOM HAS BEEN VACANT FOR 20 MINUTES OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
PHOTO: THE DESIGNATED ROOM LIGHTS DIM BASED ON AVAILABLE DAYLIGHT IN THE ROOM. SET TO MAINTAIN 50 FOOT-CANDLES AT A HEIGHT OF 36 INCHES. SEQUENCE: MANUAL ON/OFF AND DIMMING ON: THE
LIGHTS ARE MANUALLY TURNED ON ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH DIMMING SWITCH AT THE ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM.
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA VACANCY SENSOR AFTER THE ROOM HAS BEEN VACANT FOR 20 MINUTES OR MANUALLY TOGGLED OFF USING A WALL CONTROL. PHOTO: THE PERIMETER LIGHTS
AND 50% OF THE GENERAL ROOM LIGHTS DIM BASED ON AVAILABLE DAYLIGHT IN THE ROOM. SET TO MAINTAIN 50 FOOT-CANDLES AT A HEIGHT OF 36 INCHES. LAB SUPPORT EQUIPMENT ROOMS DIGITAL LIGHTING
POWER PACK WITH MANUAL SWITCH, CEILING SENSOR SEQUENCE: MANUAL ON/OFF AND DIMMING ON: THE LIGHTS ARE MANUALLY TURNED ON ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH A
DIMMING SWITCH AT THE ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM. OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA A VACANCY SENSOR AFTER THE ROOM HAS BEEN
VACANT FOR 20 MINUTES OR MANUALLY TOGGLED OFF USING A WALL CONTROL. 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 N.T.S E7.00 29313.00 11/30/18 LIGHTING FIXTURE SCHEDULES & CONTROLS LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING MANUFACTURER MODEL
DIMMING VOLTAGE TOTAL WATTAGE POWER FACTOR LUMENS OUTPUT COLOR TEMP. LAMP COMMENTS DWA WALL MOUNTED LED LINEAR FIXTURE WALL VODE WG-01-VARIES-WA-12-00-AE-XXX-B-SO-35-BB-19-0-TBD Yes
277 V 57 0.9 6939 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS DWA 4 WALL MOUNTED LED LINEAR FIXTURE WALL VODE WG-01-VARIES-WA-12-00-AE-XXX-B-SO-35-BB-19-0-TBD Yes 277 V 57 0.9 6939
lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS DWA 9 WALL MOUNTED LED LINEAR FIXTURE WALL VODE WG-01-VARIES-WA-12-00-AE-XXX-B-SO-35-BB-19-0-TBD Yes 277 V 57 0.9 6939 lm 3500 K LED SEE
ARCHITECTURAL SPECIFICATIONS DWB WALL MOUNTED LED VANITY SCONCE WALL EUREKA 3540-23-LED-35-XXX-DV-TBD Yes 277 V 10 0.9 898 lm 35000 K LED SEE ARCHITECTURAL SPECIFICATIONS LPA-10 LINEAR
DIRECT/INDIRECT LED PENDANT PENDANT FINELIGHT HP-2-ID-VARIES-B-H-835-F-F-96LG-XXX-DC-FA-TBD Yes 277 V 117 0.9 11080 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS LPB 3 SPOKE DIRECT/INDIRECT
LED LINEAR PENDANT PENDANT FLUXWERX PSI-B-D-A-35-TBD-S3-S-E1-XXX-VARIES Yes 277 V 9 0.9 3500 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS LS1 LED LINEAR STRIP PENDANT LAMAR LIGHTING
CAL 48 H 35 LENSED Yes 277 V 47 0.9 5040 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS PA CYLINDER LED PENDANT PENDANT GOTHAM LIGHTING ICO-CYL-35/10-2AR-LSS-XXX-UGZ-TBD-DWHG Yes 277
V 13 0.9 1000 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RA LED RECESSED DOWNLIGHT RECESSED GOTHAM LIGHTING ICO-35/10-2AR-LSS-XXX-UGZ-TRW Yes 277 V 13 0.9 1000 lm 3500 K LED SEE
ARCHITECTURAL SPECIFICATIONS RLA 6 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 74 0.9 6576 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLA 8
LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 74 0.9 6576 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLA 10 LINEAR LED RECESSED RECESSED FINELIGHT
HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 92 0.9 8220 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLA 12 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-V-835-F-277-SC-TZ4 Yes
277 V 110 0.9 9864 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLA 16 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-277-SC-TZ4 Yes 277 V 150 0.9 1315 lm 3500 K LED
SEE ARCHITECTURAL SPECIFICATIONS RLB 12 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-B-835-F-277-SC-SF Yes 277 V 55 0.9 5076 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLC-8
LED LINEAR PENDANT PENDANT FINELIGHT HP-4-D-H-835-F-XXX-FA-TBD Yes 277 V 57 0.9 5760 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLC-12 LED LINEAR PENDANT PENDANT FINELIGHT HP-4-D-H-835-F-XXX-FA-
TBD Yes 277 V 57 0.9 5760 lm 3500 K LED SEE ARCHITECTURAL SPECIFICATIONS RLC-22 LED LINEAR PENDANT PENDANT FINELIGHT HP-4-D-H-835-F-XXX-FA-TBD Yes 277 V 57 0.9 5760 lm 3500 K LED SEE
ARCHITECTURAL SPECIFICATIONS RLD-8 LINEAR LED RECESSED RECESSED FINELIGHT HP-2R-VARIES-S-835-F-XXX-SC-TZ4 Yes 277 V 29 0.9 2688 lm 3000 K LED SEE ARCHITECTURAL SPECIFICATIONS X1 EXIT
SIGN SURFACE No 277 V 2 0.9 LED COORDINATE FACES AND CHEVRONS WITH FLOOR PLANS X2 POLYCARBONATE EXIT SIGN UNIVERSAL COOPER LPX-6 No 277 V 2 0.9 LED COORDINATE FACES AND CHEVRONS WITH
FLOOR PLANS. COORDINATE MOUNTING KIT WITH FLOOR PLANS. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2 2 DocuSign Envelope ID: BC901AA6-3CDC-45DD-9BA6-B9529CC3D779
12/18/2018
FA0.01FIRE ALARM - SYMBOLS & ABBREVIATIONS.pdf
MM RM CM IPCT IPCR DCCT DCCR # Ec MB FFJ FFP FFPC OA BDAA BDA DACT FSRUc FSRU FXc Fc MICR MD KB IS JB RTS RTP RPS RAI PRN GAP FFSCP FATC FACU FAA DART DARR DACR ADSP A FX F NOT ALL SYMBOLS
USED FOR THIS PROJECT SYMBOLS -GENERAL NOTE MONITOR MODULE RELAY MODULE CONTROL MODULE SYMBOLS -INTERFACE MODULES INTERNET PROTOCOL COMMUNICATION TRANSMITTER INTERNET PROTOCOL COMMUNICATION
RECEIVER DIGITAL CELLULAR COMMUNICATION TRANSMITTER DIGITAL CELLULAR COMMUNICATION RECEIVER SYMBOLS -MANUAL INITIATING DEVICES AND CONTROLS MANUAL PULL STATION (CONVENTIONAL) -EMERGENCY
ALARM (HAZMAT) SYMBOLS -GENERAL ANNOTATION SYMBOLS -WIRED FIRE FIGHTER COMMUNICATION SYSTEMS FIRE FIGHTER'S PHONE PLUG-IN PHONE JACK FIRE FIGHTER'S PHONE HANDSET FIRE FIGHTER'S PHONE
CONTROLLER / HANDSET -PRIORITY COMMAND LOCATION SYMBOLS -RADIO PES COMMUNICATIONS ENHANCEMENT SYSTEMS OMNI DIRECTIONAL ANTENNA BI-DIRECTIONAL RADIO SIGNAL AMPLIFIER ALARM PANEL BI-DIRECTIONAL
RADIO SIGNAL AMPLIFIER AUDIBLE ALARM BELL BASIC SYMBOL FOR CONVENTIONAL FIRE DETECTOR -CEILING MOUNT BASIC SYMBOL FOR CONVENTIONAL FIRE DETECTOR -WALL MOUNT CONVENTIONAL FIXED TEMPERATURE
HEAT DETECTOR (t = ACTIVATION TEMPERATURE) CONVENTIONAL PHOTOELECTRIC SMOKE DETECTOR SYMBOL -CONVENTIONAL SPOT-TYPE FIRE DETECTORS BASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR -W/ SOUNDER
BASE VISUAL FLASHING BEACON COMBINATION AUDIBLE & INTELLIGIBLE SPEAKER / VISUAL STROBE CLNG MOUNT COMBINATION AUDIBLE & INTELLIGIBLE SPEAKER / VISUAL STROBE WALL MOUNT AUDIBLE & INTELLIGIBLE
SPEAKER -WALL MOUNT AUDIBLE & INTELLIGIBLE SPEAKER -CLNG MOUNT COMBINATION AUDIBLE HORN / VISUAL STROBE -CLNG MOUNT COMBINATION AUDIBLE HORN / VISUAL STROBE -WALL MOUNT VISUAL STROBE
-CLNG MOUNT VISUAL STROBE -WALL MOUNT SYMBOLS -NOTIFICATION APPLIANCES AUDIBLE HORN -WALL MOUNT AUDIBLE HORN -CLNG MOUNT COMBINATION ULTRAVIOLET / INFRARED SPECTRUM FLAME DETECTOR INFRARED
SPECTRUM FLAME DETECTOR ULTRAVIOLET SPECTRUM FLAME DETECTOR BASIC SYMBOL FOR SPECIAL TECHNOLOGY FIRE DETECTOR -WALL MOUNT BASIC SYMBOL FOR SPECIAL TECHNOLOGY FIRE DETECTOR -CLNG MOUNT
BASIC SYMBOL FOR SMOKE ALARM -CEILING MOUNT BASIC SYMBOL FOR SMOKE ALARM -WALL MOUNT SINGLE / MULTIPLE STATION COMBINATION SMOKE / CO ALARM SINGLE / MULTIPLE STATION SMOKE ALARM SYMBOLS
-SINGLE / MULTIPLE STATION SMOKE ALARMS SYMBOLS -SYSTEM SPOT-TYPE FIRE DETECTORS SYMBOLS -SPECIAL TECHNOLOGY FIRE DETECTORS PHOTOELECTRIC SMOKE DETECTOR COMBINATION AIR SAMPLING SMOKE
/ H2 DETECTOR COMBINATION AIR SAMPLING SMOKE / CO DETECTOR MULTI-CRITERIA PHOTOELECTRIC SMOKE / FIXED TEMP HEAT / CO DETECTOR (t = ACTIVATION TEMPERATURE OF THERMAL ELEMENT) COMBINATION
PHOTOELECTRIC SMOKE / CO DETECTOR COMBINATION PHOTOELECTRIC SMOKE / FIXED TEMP HEAT DETECTOR (t = ACTIVATION TEMPERATURE OF THERMAL ELEMENT) FIXED TEMPERATURE / RATE OF RISE HEAT DETECTOR
(t = ACTIVATION TEMPERATURE OF FIXED TEMP THERMAL ELEMENT) SINGLE-END OPTICAL BEAM SMOKE DETECTOR (REFLECTOR PANEL) END-TO-END OPTICAL BEAM SMOKE DETECTOR (RECEIVER UNIT) SINGLE-END
OPTICAL BEAM SMOKE DETECTOR (TRANSMITTER / RECEIVER UNIT) BASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR -WALL MOUNT BASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR -CLNG MOUNT AIR SAMPLING SMOKE
DETECTOR END-TO-END OPTICAL BEAM SMOKE DETECTOR (TRANSMITTER UNIT) PHOTOELECTRIC SAMPLING-TUBE DUCT SMOKE DETECTOR PHOTOELECTRIC IN-DUCT SMOKE DETECTOR DIGITAL ALARM COMMUNICATOR TRANSMITTER
FIRE SUPPRESSION RELEASING CONTROL UNIT (CONVENTIONAL) FIRE SUPPRESSION RELEASING CONTROL UNIT MANUAL PULL STATION (CONVENTIONAL) -FIRE SUPPRESSION SYSTEM RELEASE FIRE ALARM MANUAL
PULL STATION (CONVENTIONAL) EMERGENCY VOICE MICROPHONE MODULE MAGNETIC DOOR HOLDER KEY BOX ISOLATION MODULE JUNCTION BOX END OF LINE RESISTOR REMOTE TEST SWITCH ROOM TEMPERATURE SWITCH
REMOTE POWER SUPPLY REMOTE ALARM INDICATOR PRINTER MUNICIPAL MASTER BOX GRAPHIC ANNUNCIATOR PANEL FIRE FIGHTER'S SMOKE CONTROL PANEL FIRE ALARM TERMINAL CABINET FIRE ALARM CONTROL UNIT
(# = NODE DESIGNATION) FIRE ALARM REMOTE ANNUNCIATOR DIGITAL ALARM RADIO TRANSMITTER DIGITAL ALARM RADIO RECEIVER DIGITAL ALARM COMMUNICATOR RECEIVER AIR SAMPLING SMOKE DETECTOR POWER
SUPPLY SYMBOLS -EQUIPMENT & COMPONENTS MANUAL PUSH BUTTON -FIRE SUPPRESSION SYSTEM ABORT MANUAL PULL STATION -FIRE SUPPRESSION SYSTEM RELEASE FIRE ALARM MANUAL PULL STATION ABBREVIATIONS
A AMPERES ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AHJ AUTHORITY HAVING JURISDICTION ARCH ARCHITECT AWG AMERICAN WIRE GAUGE BLDG
BUILDING CL CENTER LINE CMU CONCRETE MASONRY UNIT CO CARBON MONOXIDE CONT CONTINUATION DWG DRAWING ELEC ELECTRICAL ELEV ELEVATION EX EXISTING FT FEET GALV
GALVANIZED GND GROUND GWB GYPSUM WALL BOARD HAZMAT HAZARDOUS MATERIAL MAX MAXIMUM MIN MINIMUM MECH MECHANICAL MISC MISCELLANEOUS M METERS MM MILLIMETERS
NA NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NRTL NATIONALLY RECOGNIZED TESTING LABORATORY NTS NOT TO SCALE PES PUBLIC EMERGENCY SERVICE
QTY QUANTITY SQFT SQUARE FEET SQM SQUARE METERS TEMP TEMPERATURE TYP TYPICAL V VOLTS W/ WITH WP WEATHER PROOF XP EXPLOSION PROOF ABBREVIATIONS -SYSTEMS, EQUIPMENT,
AND MATERIALS ACU AUTONOMOUS CONTROL UNIT AMP AMPLIFIER ASSD AIR-SAMPLING SMOKE DETECTOR AUX AUXILIARY 24V POWER CIRCUIT AVC ANALOG VOICE CIRCUIT BDA BI-DIRECTIONAL
AMPLIFIER BDAA BI-DIRECTIONAL AMPLIFIER ALARM PANEL CAX COAXIAL CABLE COM NETWORK COMMUNICATION CIRCUIT DVC DIGITAL VOICE CIRCUIT ECS EMERGENCY COMMUNICATION SYSTEM EMT
ELECTRICAL METALLIC TUBING EOL END OF LINE RESISTOR FACU FIRE ALARM CONTROL UNIT FAS FIRE ALARM SYSTEM FATC FIRE ALARM TERMINAL CABINET FMC FLEXIBLE METALLIC CONDUIT
FMCL LIQUID TIGHT FLEXIBLE METALLIC CONDUIT FO FIBER OPTIC CABLE FPL POWER LIMITED FIRE ALARM CABLE FPLP POWER LIMITED FIRE ALARM CABLE -PLENUM FPLR POWER LIMITED FIRE
ALARM CABLE -RISER FSRU FIRE SUPPRESSION RELEASING UNIT FT FIXED TEMPERATURE GAP GRAPHIC ANNUNCIATOR PANEL HLI HIGH LEVEL INTERFACE IDC INITIATING DEVICE CIRCUIT IM
INTERFACE MODULE JB JUNCTION BOX MC METAL CLAD CABLE MD MAGNETIC DOOR HOLD-OPEN MFVN MANAGED FACILITIES-BASED VOICE NETWORK NAC NOTIFICATION APPLIANCE CIRCUIT PP
PROTECTED PREMISES PRN PRINTER PSTN PUBLIC-SWITCHED TELEPHONE NETWORK RAI REMOTE ALARM INDICATOR RCES RADIO COMMUNICATION ENHANCEMENT SYSTEM ROR RATE OF RISE RMC
RIGID METALLIC CONDUIT RPS REMOTE POWER SUPPLY RS RELEASING SERVICE SLC SIGNALING LINE CIRCUIT SPK SPEAKER CIRCUIT STR STROBE CIRCUIT TB TERMINAL BLOCK ABBREVIATIONS
-GENERAL NOTES NOT ALL ABBREVIATIONS USED FOR THIS PROJECT cd w w cd C cd w C cd w C cd cd C AS BT BTR BR BRF AS AS UV IR UVIR t t t CO H2 CO CO CO t z dwg x dwg y dwg SECTION NUMBER
CONNECT TO EXISTING DRAWING NUMBER ELEVATION NUMBER DRAWING NUMBER DETAIL / PART-PLAN NUMBER DRAWING NUMBER KEY NOTE ## AMPAMPLIFIER BATTBATTERY CABINET ACEACCESSORY CABINET ENCLOSURE
ABBREVIATIONS -FAS INTERFACE MODULE / FIRE SUPPRESSION FSA FSRU COMMON ALARM OUTPUT (MM) FSAD FSRU CLEAN AGENT DISCHARGE OUTPUT (MM) FSS FSRU COMMON SUPERVISORY OUTPUT (MM)
FST FSRU COMMON TROUBLE OUTPUT (MM) FSWF FSRU WATER FLOW OUTPUT (MM) LPS LOW AIR OR WATER SPRINKLER / STANDPIPE SYSTEM PRESSURE (MM) N2P NITROGEN GENERATOR LOW PURITY
(MM) RCA ENERGIZE CLEAN AGENT RELEASING ACTUATOR (RM) RSL ENERGIZE PREACTION SPRINKLER RELEASING SOLENOID (RM) TS SPRINKLER / STANDPIPE VALVE TAMPER SWITCH IN OFF-
NORMAL POSITION (MM) TSC CLEAN AGENT ACTUATOR CONTROL HEAD TAMPER SWITCH IN OFF-NORMAL POSITION (MM) WF SPRINKLER / STANDPIPE SYSTEM WATER FLOW (MM) ABBREVIATIONS -FAS
/ ELECTRIC FIRE PUMP INTERFACES FPCS FIRE PUMP CONNECTED TO STANDBY POWER (MM) FPPL FIRE PUMP POWER PHASE LOSS (MM) FPPV FIRE PUMP POWER PHASE REVERSAL (MM) FPRN FIRE PUMP
RUNNING (MM) FPVB FIRE PUMP VFD BYPASS ENGAGED (MM) FPVF FIRE PUMP VFD FAILURE (MM) FPVO FIRE PUMP VFD OVERPRESSURE (MM) ABBREVIATIONS -FAS / DIESEL FIRE PUMP INTERFACES FPET
FIRE PUMP ENGINE TROUBLE (MM) FPLF FIRE PUMP LOW FUEL (MM) FPMS FIRE PUMP MAIN SWITCH IN OFF OR MANUAL POSITION (MM) FPRN FIRE PUMP RUNNING (MM) ABBREVIATIONS -FAS / ELEVATOR
INTERFACES ELAI ACTIVATE "FLASHING HAT" ALARM INDICATOR (RM) ELHV OPEN ELEVATOR HOISTWAY VENT (RM) ELRA RECALL CAB(S) TO ALTERNATE RECALL LEVEL (RM) ELRP RECALL CAB(S) TO
PRIMARY RECALL LEVEL (RM) ELSP SHUNT ELEVATOR POWER (RM) ABBREVIATIONS -FAS / HVAC & SMOKE CONTROL INTERFACES @-AFL SMOKE CONTROL FAN ID "@" AIRFLOW VERIFICATION (MM) @-DSC
SMOKE CONTROL FAN ID "@" LOCAL POWER DISCONNECT OPEN (MM) @-CL DAMPER / COMPONENT ID "@" IN CLOSED POSITION (MM) @-OP DAMPER / COMPONENT ID "@" IN OPEN POSITION (MM)
CL-@ CLOSE DAMPER / COMPONENT ID "@" (RM) FSD FIRE SMOKE DAMPER (RM) OP-@ OPEN DAMPER / COMPONENT ID "@" (RM) STA-@ START HVAC / SMOKE CONTROL FAN ID "@" (RM) STP-@ STOP
HVAC / SMOKE CONTROL FAN ID "@" (RM) XDCT CONVENTIONAL DUCT SMOKE DETECTOR ALARM (MM) ABBREVIATIONS -BI-DIRECTIONAL AMPLIFIER INTERFACES BDAC LOSS OF AC POWER (MM) BDAM ANTENNA
MALFUNCTION (MM) BDLB LOW BATTERY (MM) BDSM SIGNAL BOOSTER FAILURE (MM) ABBREVIATIONS -CONVENTIONAL INITIATING DEVICES FC CONVENTIONAL FIRE ALARM MANUAL PULL STATION (MM) HDA
CONVENTIONAL HEAT DETECTOR ALARM (MM) ABBREVIATIONS -FAS / OTHER SYSTEM INTERFACES @-PW EQUIPMENT ID "@" POWER OFF NORMAL (MM) BMSA FAS COMMON ALARM TO BMS (RM) BMSS FAS
COMMON SUPERVISORY TO BMS (RM) BMST FAS COMMON TROUBLE TO BMS (RM) DR RELEASE DOOR(S) (RM) ETLO OVERRIDE ENTERTAINMENT LIGHTING CONTROLS -SET TO FULL "NON EVENT" LIGHTING
LEVELS (RM) ETSO OVERRIDE ENTERTAINMENT SOUND CONTROLS -MUTE SOUND (RM) FOP SHUT DOWN FUEL OIL PUMP(S) (RM) GAS ENERGIZE NATURAL GAS SUPPLY SHUTOFF SOLENOID (RM)
GENR EMERGENCY / STANDBY GENERATOR RUNNING (MM) PASO OVERRIDE PUBLIC ADDRESS SYSTEM -MUTE SOUND (RM) SECA FAS COMMON ALARM SIGNAL TO SECURITY SYSTEM (RM) SECS FAS COMMON
SUPERVISORY SIGNAL TO SECURITY SYSTEM (RM) SECT FAS COMMON TROUBLE SIGNAL TO SECURITY SYSTEM (RM) SYMBOLS -EXISTING EQUIPMENT EXISTING EQUIPMENT DESIGNATION ("EX"): XM EXISTING
EQUIPMENT TO REMAIN. WHERE ARCHITECTURAL WORK IS REQUIRED AT DEVICE LOCATION, DISCONNECT, REMOVE AND REINSTALL DEVICE AS NECESSARY TO ACCOMMODATE ARCHITECTURAL WORK.
FOR SURFACE MOUNTED RACEWAY, THIS DESIGNATION SHALL INDICATE RACEWAY AND DEVICES TO REMAIN UNLESS OTHERWISE NOTED. XN EXISTING EQUIPMENT TO BE DISCONNECTED, REMOVED
AND REPLACED WITH NEW. EXISTING CIRCUIT WIRING AND PATHWAY TO BE MAINTAINED AND REUSED FOR NEW EQUIPMENT CONNECTION. XR EXISTING EQUIPMENT TO NEW "XL" LOCATION.
CUT BACK AND/OR EXTEND EXISTING CIRCUIT WIRING AND PATHWAY AS REQUIRED SO AS TO PROVIDE A COMPLETE OPERATIONAL INSTALLATION. XL EXISTING RELOCATED "XR" EQUIPMENT
AT "XL" NEW LOCATION. XD REMOVE EXISTING EQUIPMENT. PROVIDE NOTICE TO OWNER OF EQUIPMENT REMOVED. AS DIRECTED BY THE OWNER, BOX REMOVED EQUIPMENT AND RETURN TO THE OWNER
AS SPARE INVENTORY. SYMBOLS -NOTIFICATION APPLIANCE ANNOTATION C=CEILING MOUNT cd=VISUAL STROBE CANDELA OUTPUT w=SPEAKER WATTAGE TAP FACPFIRE ALARM CONTROL PANEL Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NONE FA0.01 29313.00 11/30/18 FIRE ALARM - SYMBOLS
& ABBREVIATIONS #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FA0.02FIRE ALARM - NOTES & DESIGN CRITERIA.pdf
FIRE ALARM SIGNALING AUDIBILITY AND INTELLIGIBILITY FIRE ALARM INSTALLATION GENERAL REQUIREMENTS FIRE PROTECTION DOCUMENT SUBMITTAL PROCESS 1.PREPARE, IN NARRATIVE AND DRAWING FORMAT
AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION (AHJ), A FORMAL IMPAIRMENT PLAN IDENTIFYING AT A MINIMUM THE FOLLOWING: A.STATUS OF BUILDING OCCUPANCY (OR VACANCY) DURING CONSTRUCTION.
B.DURATION AND TIMING OF FIRE ALARM SYSTEM SHUTDOWNS. C.NECESSARY PROVISIONS FOR TEMPORARY CIRCUITING CONNECTIONS TO EXISTING DEVICES AND APPLIANCES TO REMAIN IN SERVICE. D.PROVISIONS
FOR TEMPORARY FIRE PROTECTION SYSTEMS SUCH AS LINEAR HEAT DETECTION. 2.COORDINATE IMPAIRMENT PLAN WITH THE GENERAL CONTRACTOR FOR INCORPORATION INTO THE NFPA 241 FIRE SAFETY PROGRAM
PREPARED BY THE GENERAL CONTRACTOR. 3.FIRE ALARM SYSTEM OUTSIDE OF WORK AREA: INITIATING DEVICES, OUTPUT FUNCTIONS, AND NOTIFICATION APPLIANCES IN AREAS ADJACENT TO THE WORK AREA MUST
REMAIN IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. PROVIDE TEMPORARY CIRCUIT CONNECTIONS AS NECESSARY TO MAINTAIN SERVICE UNTIL NEW CIRCUITS ARE COMPLETED. 4.FIRE ALARM SYSTEM
WITHIN WORK AREA: PROTECT EXISTING FIRE ALARM EQUIPMENT, DEVICES, AND APPLIANCES TO REMAIN IN SERVICE WITHIN THE WORK AREA FROM CONSTRUCTION RELATED LIQUIDS, DEBRIS, AND DUST INFILTRATION.
REPLACE WITH NEW EQUIPMENT, DEVICES, OR APPLIANCES THAT ARE CONTACTED BY CONSTRUCTION RELATED LIQUIDS, DEBRIS, DUST OR SIMILAR. 5.FIRE ALARM PULL BOXES WITHIN WORK AREA: MAINTAIN
MANUAL PULL BOXES AT EXITS WITHIN WORK AREA. REPLACE PULL BOXES WITH NEW AT THE CONCLUSION OF CONSTRUCTION. 7.SMOKE AND HEAT DETECTORS WITHIN WORK AREA: PROTECT EXISTING DETECTORS
TO REMAIN IN SERVICE WITHIN WORK AREA FROM DUST & DEBRIS THROUGHOUT THE DURATION OF CONSTRUCTION. 8.FIRE ALARM NOTIFICATION APPLIANCES WITHIN WORK AREA: MAINTAIN NOMINAL AUDIBLE AND
VISIBLE SIGNALING WITHIN THE WORK AREA. AT A MINIMUM, LOCATE COMBINATION SPEAKER / STROBE APPLIANCES AT EACH EXIT FROM THE WORK AREA. 9.FIRE ALARM INTERFACE MODULES WITHIN WORK AREA:
MAINTAIN THE OPERATION OF EXISTING INPUT AND OUTPUT INTERFACE MODULES TO EXISTING EQUIPMENT REMAINING IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. FIRE ALARM SYSTEM IMPAIRMENTS
1.PROVIDE TEMPORARY FIXED-TEMPERATURE HEAT DETECTION IN WORK AREAS WHERE THE SPRINKLER SYSTEM WILL BE IMPAIRED FOR LONGER THAN ONE (1) WORKING DAY OR AS OTHERWISE DIRECTED BY THE AUTHORITY
HAVING JURISDICTION (AHJ). COORDINATE REQUIREMENTS FOR TEMPORARY HEAT DETECTION WITH DIVISION 21 WORK. 2.FIXED-TEMPERATURE RATING: 190°F. 3.SPACING: SHALL BE IN ACCORDANCE WITH NFPA
72 AND MANUFACTURERS INSTRUCTIONS. 4.SUPERVISION: HEAT DETECTION SHALL BE SUPERVISED BY THE BUILDING FIRE ALARM SYSTEM. ACTIVATION OF THE HEAT DETECTION SHALL INITIATE THE BUILDING
ALARM SEQUENCE OF OPERATION. 5.TEMPORARY HEAT DETECTION SHALL BE TESTED WITH CORNELL EHS AND IFD PRIOR SPRINKLER SYSTEM IMPAIRMENTS. TEMPORARY HEAT DETECTION 1.SYSTEM VENDOR SHALL CONFIRM
CAPACITY OF EXISTING CIRCUITS / POWER SUPPLIES / AMPLIFIERS IS NOT EXCEEDED BY ADDITION OF NEW NOTIFICATION APPLIANCES VIA VOLTAGE DROP, DB LOSS, AND BATTERY CALCULATIONS OUTLINED IN
PROJECT SPECIFICATION. 2.WHERE SPACE CAPACITY IS NOT AVAILABLE, PROVIDE NEW CIRCUITS / EQUIPMENT. 3.INSTALLING CONTRACTOR SHALL COORDINATE LOCATION OF NEW FIRE ALARM EQUIPMENT IN FIELD
AND SHALL PROVIDE NEW DEDICATED 120VAC BRANCH CIRCUITS AS REQUIRED. 4.NEW FIRE ALARM EQUIPMENT SHALL BE PROTECTED BY LOCAL SMOKE DETECTION IN ACCORDANCE WITH NFPA 72. WHERE NEW FIRE
ALARM EQUIPMENT IS INSTALLED IN AN AREA WITHOUT SMOKE DETECTION, A NEW SMOKE DETECTOR CONNECTED TO THE NEAREST SIGNALING LINE CIRCUIT SHALL BE PROVIDED. FIRE ALARM POWER SUPPLIES /
AMPLIFIERS ADS # INTELLIGIBILITY REQUIRED? NOTES MEASUREMENT REQUIRED? AUDIBILITY MODE ALTERNATE MEANS OF NOTIFICATION? 1 NO ROOMS OR AREAS BATHROOMS-PUBLICTONE2YES CONFERENCE ROOMS-PUBLIC-3
YES CORRIDORS, LOBBIES AND VESTIBULES-PUBLIC-- 4 5 NO ELECTRICAL, MECHANICAL, TELE/DATA, AND ELEVATOR EQUIPMENT ROOMS -PRIVATETONE 6 - 7 8 NO INDIVIDUAL OFFICES-PRIVATETONENO JANITOR,
STORAGE AND TRASH CLOSETS -PRIVATETONE YES LOUNGE AREASYESPUBLIC-NO MECHANICAL ROOMS-PRIVATEVISUAL NOTES: 1.NOT ALL ROOMS OR AREAS ARE USED FOR THIS PROJECT. 2.VOICE INTELLIGIBILITY
FOR ACOUSTICALLY DISTINGUISHABLE SPACES (ADS) SHALL MEET THE REQUIREMENTS OF NFPA 72, ANNEX D. 3.SPEAKER AUDIBILITY FOR PUBLIC, PRIVATE AND SLEEPING AREA MODES SHALL MEET THE REQUIREMENTS
OF NFPA 72. MINIMUM WATT TAP (WATTS) 1/4 W 1/8 W 1/4 W 1/4 W 1/4 W 1/4 W 1/4 W 2 W 1.FIRE ALARM SYSTEM CONDUCTORS SHALL BE INSTALLED IN DEDICATED CONTINUOUS METAL RACEWAY THROUGHOUT.
COMPLY WITH SPECIFICATIONS FOR APPLICATION OF EMT, IMC, RGS, FMC, AND LFMC. 2.MINIMUM CONDUIT SIZE SHALL BE 3/4'' NOMINAL. CONDUIT OR CABLE SHALL BE MARKED WITH RED PAINT OR TAPE EVERY
10 FEET, OR BE RED IN COLOR. 3.CONDUITS, CABLES, AND RACEWAY SHALL NOT BE SUPPORTED BY CEILING GRID SYSTEMS. SECURE CONDUITS, CABLES, AND RACEWAYS TO THE BUILDING STRUCTURE. 4.FIRE
ALARM SYSTEM CONDUCTORS SHALL BE INSTALLED CONTINUOUS BETWEEN EQUIPMENT, DEVICE, OR APPLIANCE TERMINALS WITHOUT SPLICES. 5.T-TAPPING OF ANY FIRE ALARM CIRCUIT IS NOT PERMITTED. 6.UNLESS
NOTED AS PERMISSIBLE FOR FAIL-SAFE CONTROL CIRCUITS, ADDRESSABLE RELAY MODULES SHALL BE LOCATED WITHIN 3 FEET OF THE ASSOCIATED DEVICE OR CIRCUIT BEING CONTROLLED. 7.PRIMARY POWER SUPPLY
SHALL BE FROM A SEPARATE FUSED CIRCUIT FREE FROM GROUND FAULTS, SHORTS, OPENS, STRAY OR INDUCED VOLTAGE FAULTS, ETC. EACH BREAKER SHALL BE LOCKABLE AND IDENTIFIED AT BOTH THE POWER
PANEL AND THE FACU. 8.POWER LIMITED CIRCUITS SHALL NOT BE RUN IN THE SAME RACEWAY AS NON-POWER LIMITED CIRCUITS. 1.PURPOSE OF ENGINEERING DRAWINGS. THE DRAWINGS ARE DIAGRAMMATIC, THEY
ARE NOT INTENDED TO BE ABSOLUTELY PRECISE; THEY ARE NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING AND COMPONENT. THE PURPOSE OF THE DRAWINGS IS TO INDICATE A SYSTEM CONCEPT,
THE MAIN COMPONENTS OF THE SYSTEMS AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS. BASED UPON THE SYSTEMS CONCEPT, THE MAIN COMPONENTS, AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS, PROVIDE
ALL OTHER COMPONENTS AND MATERIALS NECESSARY TO MAKE THE SYSTEMS FULLY COMPLETE AND OPERATIONAL. 2.GENERIC PERFORMANCE CRITERIA WIRING DIAGRAMS ARE REPRESENTED BY THE ENGINEERING DRAWINGS.
ADAPT DIAGRAM ARRANGEMENT AS NECESSARY TO ACHIEVE SPECIFIED PERFORMANCE WITH FAS MANUFACTURER-SPECIFIC TECHNOLOGY . 3.SHOP DRAWING SUBMITTAL SHALL INCLUDE CORRESPONDING MANUFACTURER-SPECIFIC
WIRING DIAGRAMS FOR FAS DEVICES, APPLIANCES, AND INTERFACES TO OTHER PREMISES EQUIPMENT. 4.DIVISION 28 WORK INCLUDES WIRING AND TERMINATIONS FROM INTERFACE MODULES TO ASSOCIATED EQUIPMENT
TERMINALS. 5.COORDINATE VOLTAGE REQUIREMENTS OF CONTROLLED EQUIPMENT WITH THE RATINGS OF THE ASSOCIATED FIRE ALARM INTERFACE MODULE. PROVIDE INTERPOSING RELAYS WHERE INDICATED OR OTHERWISE
REQUIRED. 6.MAKE REASONABLE AND NECESSARY MODIFICATIONS IN LAYOUTS AND COMPONENTS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES AND TO COORDINATE IN ACCORDANCE WITH SPECIFICATIONS.
7.ALL COMPONENTS ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING. 8.MAINTAIN MAXIMUM HEADROOM AT ALL LOCATIONS. ALL CONDUIT TO BE AS TIGHT TO UNDERSIDE OF DECK AS POSSIBLE. ALL EXPOSED
CONDUIT SHALL BE APPROVED BY ARCHITECT AND SHALL MAINTAIN REQUIRED CLEARANCES. 9.SYSTEMS SHALL RUN IN A RECTILINEAR FASHION. 10.MAINTAIN COMPLETE AND SEPARATE SET OF INSTALLATION DRAWINGS
ON SITE AT ALL TIMES. RECORD WORK COMPLETED AND ALL MODIFICATIONS CLEARLY AND ACCURATELY. 11.ALL SYSTEM COMPONENTS SHALL COMPLY WITH NFPA REQUIREMENTS AND BE FM APPROVED AND UL-LISTED,
AND SHALL BE INSTALLED IN ACCORDANCE WITH LISTING REQUIREMENTS. 12.PROVIDE IDENTIFICATION AT ALL DEVICES, APPLIANCES, MODULES, AND CABINET ENCLOSURES. 13.PROVIDE THROUGH PENETRATION
FIRESTOP ASSEMBLIES AT ALL PENETRATIONS OF SMOKE AND/OR FIRE RATED FLOORS AND WALLS IN ACCORDANCE WITH BUILDING CODE AND SPECIFICATION REQUIREMENTS. 14.WHEN THE WORK IS NEARING COMPLETION,
THE FIRE ALARM CONTRACTOR'S PROJECT EXECUTIVE OR HIS/HER DESIGNATED REPRESENTATIVE SHALL PHYSICALLY WALK DOWN THE INSTALLATION, EXAMINING IT IN DETAIL, AND PREPARE A PUNCH LIST CONTAINING
AN ITEMIZATION OF WORK REMAINING FOR 100% COMPLETION. SUBMIT THIS TO THE ENGINEER WHO WILL THEN INSPECT THE WORK AND PREPARE THE ENGINEER'S PROJECT VISIT REPORT. 1.THE DESIGN CONTENT
OF THESE DRAWINGS IS INTENDED TO SATISFY THE STATE BUILDING CODE REQUIREMENTS FOR CONSTRUCTION DOCUMENTS . WHEN STAMPED AND SEALED BY THE ENGINEER OF RECORD THEY ARE INTENDED TO BE
USED AS PART OF THE BUILDING PERMIT APPLICATION ONLY. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE SHOP DRAWING SUBMITTAL INCLUSIVE OF ALL INFORMATION REQUIRED BY
THE STATE BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. SHOP DRAWINGS REVIEWED BY THE ENGINEER OF RECORD SHALL BE USED FOR SUPPLEMENTAL FIRE PROTECTION SYSTEM INSTALLATION PERMITS
OR SUBMITTALS WHERE SUCH PERMITS OR SUBMITTALS ARE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE RECORD DRAWING SUBMITTAL
INCLUSIVE OF ALL FIELD CHANGES AND ALL INFORMATION REQUIRED BY THE STATE BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. 4.SHOP DRAWINGS AND RECORD DRAWING SUBMITTALS SHALL BE PREPARED
BY THE CONTRACTOR'S QUALIFIED DESIGNER AND SHALL INDICATE THE DESIGNER'S NICET CERTIFICATION NUMBER OR PROFESSIONAL ENGINEERING SEAL & SIGNATURE AS REQUIRED BY THE CONSTRUCTION DOCUMENTS.
5.THE ENGINEER OF RECORD SHALL NOT SIGN AND SEAL SHOP DRAWING OR RECORD DRAWING SUBMITTALS PREPARED BY THE CONTRACTOR. WHERE THE AUTHORITY HAVING JURISDICTION REQUIRES SHOP DRAWING
OR RECORD DRAWING SUBMITTALS TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, THE SUBMITTALS SHALL BE PREPARED BY A QUALIFIED PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR. Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NONE FA0.02 29313.00 11/30/18 FIRE ALARM
- NOTES & DESIGN CRITERIA #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FA1.00FIRE ALARM - LEVEL 0 DEMO.pdf
F F F F F FF FF F F F F F F FF F FF 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 1 1Room B00UJ Room B78A Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room
B77 Room B00UK Room B00UA Room B00UB Room B00UC Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road
Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl
8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850
Tel: 607-272-6477 1/4" = 1'-0" FA1.00 29313.00 11/30/18 FIRE ALARM - LEVEL 0 DEMO GENERAL NOTES: 1.REFER TO FA0.02 FOR IMPAIRMENT NOTES. KEY NOTES: REMOVE EXISTING FIRE ALARM SYSTEM
DEVICES AND APPLIANCES ASSOCIATED WITH THE EXISTING PREACTION SYSTEM AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT
PHASING DETAILS. 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FA1.10FIRE ALARM - LEVEL 1 DEMO.pdf
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 1 Room 100CK Room 167F Room 100CG Room 100CJ Room 167E Room 167C Room 167D Room 168 Room 170B Room 169 Room 165B Room 156 Room 158 Room 158B
Room 167A Room 170A Room 167B Room 160 Room 100SA Room 162 Room 158A Room 167 Room 170 Room 165 Room 100UA Room 100JA Room 100UB Room 100CH Room 100UF Room 167G Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA1.10 29313.00 11/30/18 FIRE ALARM - LEVEL
1 DEMO GENERAL NOTES: 1.REFER TO FA0.02 FOR IMPAIRMENT NOTES. KEY NOTES: REMOVE EXISTING FIRE ALARM SYSTEM DEVICES AND APPLIANCES AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE
WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT PHASING DETAILS. 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0
12/10/2018
FA1.20FIRE ALARM - LEVEL 2 DEMO.pdf
F F F F F F F F F F F F F F F F F F F F F F F FFFF FF 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 11 1 1 1 1 Room 200SD Room 255A Room 270A Room 275A Room 275 Room 265C Room 278A Room
258 Room 275B Room 260 Room 200SA Room 265A Room 252 Room 254 Room 256 Room 260A Room 272 Room 276 Room 278 Room 274 Room 270 Room 267 Room 265B Room 265 Room 200JA Room 200UA Room
200UB Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA1.20 29313.00
11/30/18 FIRE ALARM - LEVEL 2 DEMO GENERAL NOTES: 1.REFER TO FA0.02 FOR IMPAIRMENT NOTES. KEY NOTES: REMOVE EXISTING FIRE ALARM SYSTEM DEVICES AND APPLIANCES AS NECESSARY THROUGHOUT
IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72. REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT PHASING DETAILS. 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-
B8A4-6F84201714F0 12/10/2018
FA1.30FIRE ALARM - LEVEL 3 DEMO.pdf
F F F F F F F FFF F F F F F F F F F FFFF FF F 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 11 1 1 1 Room 365A Room 365D Room 355 Room 365E Room 365C Room 361 Room 365F Room 358 Room 300CD
Room 378 Room 360 Room 300SA Room 375 Room 362 Room 377 Room 352 Room 354 Room 356 Room 365 Room 379 Room 365G Room 300JA Room 300UA Room 300UB Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA1.30 29313.00 11/30/18 FIRE ALARM - LEVEL 3 DEMO GENERAL
NOTES: 1.REFER TO FA0.02 FOR IMPAIRMENT NOTES. KEY NOTES: REMOVE EXISTING FIRE ALARM SYSTEM DEVICES AND APPLIANCES AS NECESSARY THROUGHOUT IDENTIFIED AREA IN ACCORDANCE WITH NFPA 72.
REFER TO ARCHITECTURAL DRAWINGS FOR PROJECT PHASING DETAILS. 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FA2.00FIRE ALARM - LEVEL 0.pdf
75 0.25 30 0.25 MM MM RM RM MM 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 DISCONNECT EXISTING STANDPIPE CONTROL VALVE, VALVE SUPERVISORY WITCH
AND RECONNECT TO NEW STANDPIPE CONTROL VALVE. DISCONNECT EXISTING FLOWSWITCH FROM EXISTING TO REMAIN MONITOR MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE.
WORK AREA XMTS XMWF MECHANICAL B00UA STP-AHUA FSD FSD-CL Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000
Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/4" = 1'-0" FA2.00 29313.00 11/30/18 FIRE ALARM - LEVEL 0 GENERAL NOTES: 1.REFER TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS,
AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND
INLINE WITH ADJACENT CEILING FIXTURES. 3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL
PLATES AND SIMILAR ELEMENTS. 4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH
NFPA 72. 5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR
RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE
INSTALLER'S QUALIFIED DESIGNER. 6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING
CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS.
#DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FA2.10FIRE ALARM - LEVEL 1.pdf
30 0.25 MM 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA DISCONNECT EXISTING FLOWSWITCH FROM EXISTING TO REMAIN MONITOR MODULE. CONNECT
NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE. XMWF LAB WRITE-UP 158 LAB WRITE-UP 162 LAB WRITE-UP 160 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B
LAB WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room 165
Room 100UA CORRIDOR 100CA Room 100JA Room 100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167 WORK AREA Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA2.10 29313.00 11/30/18 FIRE ALARM - LEVEL 1 GENERAL NOTES: 1.REFER TO ARCHITECTURAL
FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED
CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND INLINE WITH ADJACENT CEILING FIXTURES. 3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS
AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS. 4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS
SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72. 5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY
CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE
MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER. 6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES,
EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR
FIRE ALARM SYSTEM INSTALLATION PERMITS. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FA2.20FIRE ALARM - LEVEL 2.pdf
30 0.25 30 0.25 15 0.25 15 0.25 75 0.25 75 0.25 MM 30 0.25 F 15 C 0.25 15 C 0.25 15 C 0.25 15 C 0.25 15 C 0.25 15 C 0.25 30 0.25 30 0.25 15 0.25 15 0.25 15 C 0.25 15 C 0.25 15 C 0.25
15 C 0.25 RAI RM RM MM MM 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREADISCONNECT EXISTING FLOWSWITCH FROM EXISTING TO REMAIN MONITOR
MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR MODULE. XMWF XM TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP 260
LAB WRITE-UP 269 OPEN RESEARCH LAB 276 ? ? ? ? ? ? iCVD ROOM 276D CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC ? ? ? FSD FSD FSD-CL FSD-CL 2 Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FA2.20 29313.00 11/30/18
FIRE ALARM - LEVEL 2 GENERAL NOTES: 1.REFER TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING
MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND INLINE WITH ADJACENT CEILING FIXTURES. 3.LOCATE WALL MOUNTED DEVICES
AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS. 4.LOCATE CEILING MOUNTED SMOKE AND HEAT
DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72. 5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE
DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN. DETERMINATION
OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER. 6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE
LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS
SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 DocuSign Envelope
ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018
FA2.30FIRE ALARM - LEVEL 3.pdf
F 30 0.25 15 0.25 15 0.25 30 0.25 30 0.25 15 15 MM 15 C 0.25 15 0.25 75 0.25 15 C 0.25 C 0.25 15 C 0.25 15 C 0.25 15 C 0.25 15 C 0.25 15 C 0.25 RAI RM MM 2 134678 5 Q P R S T O U 9 S1
R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 DISCONNECT EXISTING FLOWSWITCH FROM EXISTING TO REMAIN MONITOR MODULE. CONNECT NEW ZONECHECK ASSEMBLY TO EXISTING TO REMAIN MONITOR
MODULE. XMWF WORK AREA XM FSD FSD-CL RESEARCH LAB 367 LIGHT SCATTERING 367B SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE
MICROSCOPE 367A STAIRS 300SA Room 352 Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 IDF 355 2 Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS FA2.30 29313.00 11/30/18 FIRE ALARM - LEVEL 3 GENERAL NOTES: 1.REFER
TO ARCHITECTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER
OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND INLINE WITH ADJACENT CEILING FIXTURES. 3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA
72 REQUIREMENTS AND IN ALIGNMENT WITH ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS. 4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS
AND OBSTRUCTIONS SUCH AS EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72. 5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED
FOR EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT
OF INTERFACE MODULES REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER. 6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING,
COMPONENT ADDRESSES, EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW
AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION PERMITS. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F
12/18/2018
FA6.01FIRE ALARM - DETAILS.pdf
R SCALE: SCALE: FIRE ALARM SHOP DRAWING CONTENT REQUIREMENTS 2 NONE 15 0.5W 0.5W C 110 0.5W C 30 0.5W 0.5W C 60" MAX EQEQ 48" AFF 80"-96" AFF PULL DOWN FIRE ON OFF ALARM ON OFF ON OFF
F E I R R I E F F I R E A5:36 ALARM ELEC RM SMOKE A5:36 ALARM NORM TEST AHU-1 SUPPLY WALL-MOUNT DEVICE AND APPLIANCE CRITERIA 1 NONE F RM RAI 3170A WORKROOM IDENTIFY THE NODE NUMBER
IDENTIFY THE ADDRESSABLE LOOP CARD NUMBER IDENTIFY THE CIRCUIT NUMBER IDENTIFY THE NODE NUMBER ADDRESSABLE LOOP CARD NUMBER ADDRESSABLE DEVICE NUMBER D = DETECTOR M = MODULE NODE NUMBER
FINISHED FLOOR FIRE ALARM NOTIFICATION APPLIANCES. REMOTE TEST SWITCH REMOTE ALARM INDICATOR FIRE ALARM PULL STATION 2" MIN ℄ 2" MIN 1305 OFFICE 1306 ELEC 1307 CLASSROOM FSD N2-L2-23
N2-L2-24 N2-L2-25 N2-L2-26 SP1-4 ST2-3 SP1-1 SP1-2 ST2-1 SP1-3 ST2-2 SP1-5N2-SP1 N2-ST2 N2-L2 NOTES: 1.SHOP DRAWINGS SHALL INCLUDE ALL ADDRESSABLE LOOP WIRING AND ALL NOTIFICATION CIRCUIT
WIRING. IDENTIFY ALL ISOLATION MODULES, END OF LINE RESISTORS. 2.SHOP DRAWINGS SHALL INCLUDE EACH ADDRESS FOR EACH DEVICE ON THE ADDRESSABLE LOOP. ALL MODULES SHALL BE LABELED FOR FUNCTION
(I.E. FSD FOR FIRE SMOKE DAMPER, ETC). 3.SHOP DRAWINGS SHALL INCLUDE EACH AUDIBLE DEVICE SPEAKER TAP SETTING AND SPEAKER CIRCUIT NUMBER. 4.SHOP DRAWINGS SHALL INCLUDE EACH VISIBLE DEVICE
STROBE SETTING AND NAC CIRCUIT NUMBER. N1-L2-D24 SP1-1 FIRE ALARM STROBE DEVICE NUMBERING ST1-1 ADDRESSABLE DEVICE NUMBERING SPEAKER DEVICE NUMBERING SPEAKER CIRCUIT DEVICE NUMBER STROBE
CIRCUIT DEVICE NUMBER Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NONE FA6.01 29313.00
11/30/18 FIRE ALARM - DETAILS #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FP0.01FIRE PROTECTION SYMBOLS & ABBREVIATIONS.pdf
FDC TH FDH AR z dwg x dwg y dwg RISER DESIGNATION DRAWING NUMBER r dwg SYMBOLS -GENERAL ANNOTATION SECTION NUMBER CONNECT TO EXISTING DRAWING NUMBER ELEVATION NUMBER DRAWING NUMBER DETAIL
/ PART-PLAN NUMBER DRAWING NUMBER KEY NOTE ## HYDRAULIC CALCULATION NODE SINGLE-LINE SYMBOLS -VALVES AND PIPE ACCESSORIES INDICATING ISOLATION VALVE CHECK VALVE INDICATING PRESSURE
REGULATING ISOLATION VALVE NON-INDICATING (DRAIN) VALVE PILOT OPERATED PRESSURE CONTROL VALVE PILOT OPERATED PRESSURE RELIEF VALVE POST INDICATING ISOLATION VALVE SINGLE-LINE SYMBOLS
-RISER AND ALARM CHECK VALVES WET-PIPE RISER CHECK VALVE WET-PIPE ALARM CHECK VALVE DRY-PIPE ALARM CHECK VALVE PREACTION ALARM CHECK VALVE DELUGE ALARM CHECK VALVE SINGLE-LINE SYMBOLS
-BACKFLOW PREVENTERS BACKFLOW PREVENTER -DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTER -REDUCED PRESSURE ZONE ASSEMBLY SINGLE-LINE SYMBOLS -FIRE HOSE VALVES FIRE HOSE VALVE FIRE HOSE
VALVE AND HOSE REEL FIRE HOSE VALVE CABINET FIRE HOSE VALVE / HOSE REEL CABINET FIRE HOSE VALVE -PRESSURE REGULATING TYPE SINGLE-LINE SYMBOLS -CONNECTIONS FIRE DEPARTMENT INLET CONNECTION
FIRE DEPARTMENT OUTLET HYDRANT CONNECTION FIRE PUMP TEST HEADER CONNECTION SYMBOLS -SPRINKLERS AND NOZZLES PENDENT FRAME STANDARD SPRAY PATTERN SPRINKLER TEST AND DRAIN VALVE WET SYSTEM
AIR RELEASE VENT PRESSURE RELIEF VALVE (SPRING OPERATED) UPRIGHT FRAME STANDARD SPRAY PATTERN SPRINKLER SIDEWALL FRAME STANDARD SPRAY PATTERN SPRINKLER PENDENT FRAME EXTENDED COVERAGE
SPRAY PATTERN SPRINKLER UPRIGHT FRAME EXTENDED COVERAGE SPRAY PATTERN SPRINKLER SIDEWALL FRAME EXTENDED COVERAGE SPRAY PATTERN SPRINKLER PENDENT FRAME ESFR SPRINKLER UPRIGHT FRAME ESFR
SPRINKLER PENDENT FRAME CMSA STORAGE PROTECTION SPRINKLER UPRIGHT FRAME CMSA STORAGE PROTECTION SPRINKLER PENDENT-VERTICAL SIDEWALL FRAME NRTL LISTED WINDOW SPRINKLER HORIZONTAL SIDEWALL
FRAME NRTL LISTED WINDOW SPRINKLER UPRIGHT FRAME NRTL LISTED ATTIC SPRINKLER UPRIGHT FRAME NRTL LISTED COMBUSTIBLE CONCEALED SPACE SPRINKLER 360-DEGREE DISCHARGE NOZZLE 180-DEGREE DISCHARGE
NOZZLE PENDENT FRAME STANDARD SPRAY PATTERN DRY SPRINKLER UPRIGHT FRAME STANDARD SPRAY PATTERN DRY SPRINKLER SIDEWALL FRAME STANDARD SPRAY PATTERN DRY SPRINKLER PENDENT FRAME STANDARD
SPRAY PATTERN OPEN DELUGE SPRINKLER UPRIGHT FRAME STANDARD SPRAY PATTERN OPEN DELUGE SPRINKLER SIDEWALL FRAME STANDARD SPRAY PATTERN OPEN DELUGE SPRINKLER SELECTOR VALVE (GASEOUS AGENTS
/ WATER MIST) SYMBOLS -EXISTING EQUIPMENT* *DASHED LINE-TYPE APPLIES UNIFORMLY TO EXISTING DIV. 21 EQUIPMENT AND PIPING; SYMBOLS SHOWN ARE REPRESENTATIVE. EXISTING DIV. 21 EQUIPMENT
AND PIPING REMOVAL OF EXISTING DIV. 21 EQUIPMENT AND PIPING EXISTING SPRINKLER OR NOZZLE REMOVAL OF EXISTING SPRINKLER OR NOZZLE EC WS DRY EC DRY D WATER FLOW SWITCH PRESSURE GAUGE
ABBREVIATIONS ACTACOUSTICAL CEILING TILE AFFABOVE FINISH FLOOR AFGABOVE FINISH GRADE AHJAUTHORITY HAVING JURISDICTION ARCHARCHITECT BLDGBUILDING BOPBOTTOM OF PIPE BORBOTTOM OF RISER
CLCENTER LINE CMUCONCRETE MASONRY UNIT CONTCONTINUATION DNDOWN DWGDRAWING ELECELECTRICAL ELEVELEVATION EXEXISTING FTFEET GALVGALVANIZED GPMGALLONS PER MINUTE GWBGYPSUM WALL BOARD HAZMATHAZARDOUS
MATERIAL INVINVERT INTINTERLOCK MAXMAXIMUM MINMINIMUM MECHMECHANICAL MISCMISCELLANEOUS MMETERS MMMILLIMETERS NANOT APPLICABLE NASNO AUTOMATIC SPRINKLERS NHSNATIONAL HOSE STANDARD NCNORMALLY
CLOSED NICNOT IN CONTRACT NONORMALLY OPEN NRTLNATIONALLY RECOGNIZED TESTING LABORATORY NTSNOT TO SCALE QTYQUANTITY SQFTSQUARE FEET SQMSQUARE METERS LPMLITERS PER MINUTE TEMPTEMPERATURE
TORTOP OF RISER TYPTYPICAL W/WITH ABBREVIATIONS -SYSTEM DESIGNATIONS CACLEAN AGENT DFMDRY STANDPIPE FEED-MAIN DSPDRY SPRINKLER DSTDRY STANDPIPE FDCFIRE DEPARTMENT CONNECTION FSPFOAM-WATER
SPRINKLER FWSFIRE WATER SERVICE HCO2HIGH PRESSURE CARBON DIOXIDE LCO2LOW PRESSURE CARBON DIOXIDE PSPPREACTION SPRINKLER SDSPRINKLER DRAIN WBFSWATER-BASED FIRE SUPPRESSION WCSTWET COMBINATION
SPRINKLER / STANDPIPE WFMWET STANDPIPE FEED-MAIN WSPWET SPRINKLER WSTWET STANDPIPE WMSTWATER MIST ABBREVIATIONS -EQUIPMENT & MATERIALS ACVALARM CHECK VALVE ATSAUTOMATIC TRANSFER SWITCH
BFPBACKFLOW PREVENTER BVBUTTERFLY OR BALL INDICATING VALVE DAVDRY-PIPE ALARM VALVE DVCADOUBLE CHECK VALVE ASSEMBLY DCDADOUBLE CHECK VALVE DETECTOR ASSEMBLY DRADRY-PIPE MAIN RISER ASSEMBLY
FHVFIRE HOSE VALVE FHVCFIRE HOSE VALVE CABINET FHZCFIRE HOSE VALVE & ZONE CONTROL ASSEMBLY FPUFIRE PUMP FPUCFIRE PUMP CONTROLLER FRAFOAM-WATER SPRINKLER MAIN RISER ASSEMBLY FSFLOW SWITCH
LPSLOW PRESSURE SWITCH NRSNON RISING STEM GATE VALVE OSYOUTSIDE SCREW & YOKE INDICATING VALVE PIVPOST INDICATING VALVE PIVWPOST INDICATING VALVE -WALL MOUNT PMPPRESSURE MAINTENANCE
PUMP PMPCPRESSURE MAINTENANCE PUMP CONTROLLER PRAPREACTION MAIN RISER ASSEMBLY PRACPREACTION MAIN RISER ASSEMBLY CABINET PRVPRESSURE REGULATING VALVE PSPRESSURE SWITCH RPZAREDUCED PRESSURE
ZONE ASSEMBLY SDRSPRINKLER DRAIN RISER THTEST HEADER TSTAMPER SWITCH WAVWET-PIPE ALARM VALVE WRAWET-PIPE MAIN RISER ASSEMBLY ZCAZONE CONTROL ASSEMBLY ZCACZONE CONTROL ASSEMBLY CABINET
ABBREVIATIONS -GENERAL NOTE NOT ALL ABBREVIATIONS USED FOR THIS PROJECT SYMBOLS -GENERAL NOTE NOT ALL SYMBOLS USED FOR THIS PROJECT XXX EC DRY ESFR ESFR CMSA CMSA WS A CC Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NONE FP0.01 29313.00 11/30/18 FIRE PROTECTION
SYMBOLS & ABBREVIATIONS #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FP0.02FIRE PROTECTION NOTES & DESIGN CRITERIA.pdf
FIRE PUMP MODEL EXISTING FIRE PUMP TEST RESULTS DATE CONDUCTED FIRE PUMP RATED CAPACITY CHURN (PSI) FLOW (GPM) FLOW (PSI) FIRE PUMP LOCATIONNOTES STANDPIPE SYSTEM INSTALLATION SPRINKLER
SYSTEM INSTALLATION GENERAL REQUIREMENTS FIRE PROTECTION DOCUMENT SUBMITTAL PROCESS STANDPIPE SYSTEM DESIGN CRITERIA - NFPA 14 SPRINKLER / STANDPIPE SYSTEM IMPAIRMENTS 1.SPRINKLER SYSTEM
INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 AS REFERENCED BY THE BUILDING CODE. 2.SPRINKLERS SHALL BE PROVIDED THROUGHOUT INCLUDING BUT NOT LIMITED TO: A.ELECTRIC ROOMS AND CLOSETS
B.TEL/DATA CLOSETS C.ENTRY VESTIBULES D.TOP AND BOTTOM OF STAIRWELLS E.UNDERNEATH UN-ENCLOSED STAIR LANDINGS F.BATHROOMS 3.ALL SPRINKLERS IN SPACES WITH FINISHED CEILINGS SHALL BE INSTALLED
CENTER OF TILE OR ALIGNED WITH CEILING COMPONENTS WITH NO VISIBLE DEVIATION AND IN ACCORDANCE WITH ARCHITECTURAL REFLECTED CEILING PLAN. 4.PROVIDE ADDITIONAL SPRINKLERS BEYOND CODE
REQUIRED MINIMUMS TO PROVIDE SYMMETRICAL LAYOUTS AND AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLAN. 5.ALL PENDENT SPRINKLERS IN AREAS WITH FINISHED CEILINGS SHALL BE INSTALLED
ON RETURN BENDS CONNECTED TO THE TOP OF THE SUPPLYING BRANCH PIPE OR FLEXIBLE SPRINKLER CONNECTIONS. 6.ALL UPRIGHT SPRINKLERS SHALL BE INSTALLED IN WITH 1" RISER NIPPLES AND REDUCING
FITTINGS IN ACCORDANCE WITH DETAILS. 7.BUSHINGS SHALL NOT BE USED. 8.ALL PIPING SHALL BE ARRANGED TO DRAIN BACK TO CONTROL VALVE ASSEMBLY. WHERE PIPING CANNOT DRAIN BACK TO CONTROL
VALVE ASSEMBLY PROVIDE ADDITIONAL DRAIN CONNECTIONS IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. 9.MAINTAIN REQUIRED CLEARANCES FROM INCLUDING BUT NOT LIMITED TO STRUCTURAL MEMBERS AND
CEILING MOUNTED EQUIPMENT IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. 10.MINIMUM 18" CLEARANCE SHALL BE MAINTAINED BETWEEN SPRINKLER DEFLECTOR AND TOP OF STORAGE AND SHELVING. 11.PROVIDE
INTERMEDIATE OR HIGH TEMPERATURE RATED SPRINKLERS WHERE REQUIRED BY NFPA 13 OR WHERE AMBIENT TEMPERATURE MAY EXCEED SPRINKLER MAXIMUM AMBIENT TEMPERATURE RATING. 12.ALL PAINTED OR OTHERWISE
DAMAGED SPRINKLERS OR COVERPLATES SHALL BE REPLACED WITH NEW. 13.PROVIDE AND INSTALL GUARDS ON SPRINKLERS SUSCEPTIBLE TO MECHANICAL DAMAGE INCLUDING, BUT NOT LIMITED TO SPRINKLERS IN
MECHANICAL ROOMS, AND SPRINKLERS INSTALLED LESS THEN 7' AFF. 14.PROVIDE DRY TYPE SPRINKLERS IN ALL WALK-IN COOLERS/FREEZERS AND ENTRY VESTIBULES. 1.PURPOSE OF ENGINEERING DRAWINGS.
THE DRAWINGS ARE DIAGRAMMATIC, THEY ARE NOT INTENDED TO BE ABSOLUTELY PRECISE; THEY ARE NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING AND COMPONENT. THE PURPOSE OF THE DRAWINGS
IS TO INDICATE A SYSTEM CONCEPT, THE MAIN COMPONENTS OF THE SYSTEMS AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS. BASED UPON THE SYSTEMS CONCEPT, THE MAIN COMPONENTS, AND THE APPROXIMATE
GEOMETRIC RELATIONSHIPS, PROVIDE ALL OTHER COMPONENTS AND MATERIALS NECESSARY TO MAKE THE SYSTEMS FULLY COMPLETE AND OPERATIONAL. 2.MAKE REASONABLE AND NECESSARY MODIFICATIONS IN LAYOUTS
AND COMPONENTS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES AND TO COORDINATE IN ACCORDANCE WITH SPECIFICATIONS. 3.ALL COMPONENTS SHOWN ARE NEW UNLESS SPECIFICALLY NOTED AS
EXISTING. 4.MAINTAIN MAXIMUM HEADROOM AT ALL LOCATIONS. ALL PIPING TO BE AS TIGHT TO UNDERSIDE OF DECK AS POSSIBLE. ALL EXPOSED PIPING SHALL BE APPROVED BY ARCHITECT AND SHALL MAINTAIN
REQUIRED CLEARANCES. 5.SYSTEMS SHALL RUN IN A RECTILINEAR FASHION. 6.MAINTAIN COMPLETE AND SEPARATE SET OF INSTALLATION DRAWINGS ON SITE AT ALL TIMES. RECORD WORK COMPLETED AND ALL
MODIFICATIONS CLEARLY AND ACCURATELY. 7.ALL SYSTEM COMPONENTS SHALL COMPLY WITH NFPA REQUIREMENTS AND BE FM APPROVED AND UL-LISTED, AND SHALL BE INSTALLED IN ACCORDANCE WITH LISTING
REQUIREMENTS. 8.THREADED ROD SHALL NOT BE FORMED OR BENT. ALL BOWED, BENT OR OTHERWISE DEFORMED THREADED ROD SHALL BE REPLACED WITH NEW. 9.ALL CONTROL VALVES SHALL BE INSTALLED SO
THAT THE POSITION INDICATOR IS VISIBLE FROM THE FLOOR BELOW. 10.PROVIDE IDENTIFICATION AT CONTROL VALVES, DRAIN VALVES AND TEST CONNECTIONS INDICATING VALVE FUNCTION AND PORTION OF
SYSTEM CONTROLLED. 11.PROVIDE THROUGH PENETRATION FIRESTOP ASSEMBLIES AT ALL PENETRATIONS OF SMOKE AND/OR FIRE RATED FLOORS AND WALLS IN ACCORDANCE WITH BUILDING CODE AND SPECIFICATION
REQUIREMENTS. 12.WHEN THE WORK IS NEARING COMPLETION, THE FIRE PROTECTION CONTRACTOR'S PROJECT EXECUTIVE OR HIS/HER DESIGNATED REPRESENTATIVE SHALL PHYSICALLY WALK DOWN THE INSTALLATION,
EXAMINING IT IN DETAIL, AND PREPARE A PUNCH LIST CONTAINING AN ITEMIZATION OF WORK REMAINING FOR 100% COMPLETION. SUBMIT THIS TO THE ENGINEER WHO WILL THEN INSPECT THE WORK AND PREPARE
THE ENGINEER'S PROJECT VISIT REPORT. 1.STANDPIPE SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 14 AS REFERENCED BY THE BUILDING CODE. 2.PROVIDE CONTROL VALVE AT CONNECTION OF
EACH STANDPIPE TO FEED MAIN. 3.PROVIDE DRAIN VALVE AT THE BASE OF EACH STANDPIPE. 4.PROVIDE HOSE CONNECTION AT TOP LANDING OF STAIRS WITH STAIRWAY ACCESS TO ROOF. PROVIDE ROOF MANIFOLD
WITH POST INDICATING VALVE THROUGH ROOF AT TOP OF STAIRS WITHOUT STAIRWAY ACCESS TO ROOF. 5.PROVIDE TWO HOSE CONNECTIONS AT TOP OF HYDRAULICALLY MOST REMOTE STANDPIPE. 6.PROVIDE PRESSURE
GAUGE WITH CONTROL VALVE AND DRAIN PLUG AT THE TOP OF EACH STANDPIPE. 7.PROVIDE AIR RELIEF VALVES AT THE TOP OF EACH STANDPIPE. 1.THE DESIGN CONTENT OF THESE DRAWINGS IS INTENDED TO
SATISFY THE STATE BUILDING CODE REQUIREMENTS FOR CONSTRUCTION DOCUMENTS . WHEN STAMPED AND SEALED BY THE ENGINEER OF RECORD THEY ARE INTENDED TO BE USED AS PART OF THE BUILDING PERMIT
APPLICATION ONLY. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE SHOP DRAWING SUBMITTAL INCLUSIVE OF ALL INFORMATION REQUIRED BY THE STATE BUILDING CODE AND THE CONSTRUCTION
DOCUMENTS. SHOP DRAWINGS REVIEWED BY THE ENGINEER OF RECORD SHALL BE USED FOR SUPPLEMENTAL FIRE PROTECTION SYSTEM INSTALLATION PERMITS OR SUBMITTALS WHERE SUCH PERMITS OR SUBMITTALS
ARE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE RECORD DRAWING SUBMITTAL INCLUSIVE OF ALL FIELD CHANGES AND ALL INFORMATION
REQUIRED BY THE STATE BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. 4.SHOP DRAWINGS AND RECORD DRAWING SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR'S QUALIFIED DESIGNER AND SHALL
INDICATE THE DESIGNER'S NICET CERTIFICATION NUMBER OR PROFESSIONAL ENGINEERING SEAL & SIGNATURE AS REQUIRED BY THE CONSTRUCTION DOCUMENTS. 5.THE ENGINEER OF RECORD SHALL NOT SIGN AND
SEAL SHOP DRAWING OR RECORD DRAWING SUBMITTALS PREPARED BY THE CONTRACTOR. WHERE THE AUTHORITY HAVING JURISDICTION REQUIRES SHOP DRAWING OR RECORD DRAWING SUBMITTALS TO BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER, THE SUBMITTALS SHALL BE PREPARED BY A QUALIFIED PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR. HOSE ALLOWANCE (GPM) (SQ FT) MAX AREA PER SPRINKLER
(SQ FT) CALCULATION AREA DESIGN DENSITY (GPM/SQ FT) OCCUPANCY CLASSIFICATION AREA DESCRIPTION LIGHT HAZARD/HC-1OFFICE SPACE, LOBBY, COMMON AREA, RESTROOMS0.101500225100 LIGHT HAZARD/HC-1MEETING
ROOM, CONFERENCE ROOM0.101500225100 SPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13 / FM GLOBAL DS 3-26 ORDINARY HAZARD I/HC-2MECHANICAL ROOM ELECTRICAL ROOM, TEL/DATA0.22500130250 LIGHT
HAZARD/HC-1CLASSROOM, EDUCATIONAL0.101500225100 ORDINARY HAZARD II/HC-2LABORATORIES (USING CHEMICALS) - CLASS A AND B0.202500130250 NOTES: *REQUIRED SYSTEM FLOW AND PRESSURE CRITERIA
SHALL BE THE GREATER OF THE AREA / DENSITY CRITERIA SYSTEM DESIGN CRITERIA SHALL MEET BOTH NFPA 13 OCCUPANCY HAZARD CLASSIFICATION AND FM GLOBAL HAZARD CLASSIFICATION DESIGN CRITERIA
11/6/17PATTERSON750BASEMENT144177750NOTE: SHOP DRAWING HYDRAULIC CALCULATION(S) SUBMITTAL SHALL BE BASED UPON WATER SUPPLY DATA OBTAINED FROM TESTING PERFORMED WITHIN TWELVE (12) MONTHS
OF SUBMITTAL DATE. CONTRACTOR SHALL PERFORM ADDITIONAL FIRE PUMP TESTS AS REQUIRED TO SATISFY THIS REQUIREMENT. NFPA 14 CLASS MAXIMUM STATIC PRESSURE (PSI)PRESSURE (PSI) MINIMUM RESIDUAL
DESIGN FLOW (GPM) SINGLE OUTLET DESIGN FLOW (GPM) TOTAL SYSTEM NOMINAL SIZE (IN) FDV OUTLET OUTLET LOCATIONS CLASS - MANUALEGRESS STAIRS - MAIN LANDING2 1/2175100250750 | 1000 1.PREPARE,
IN NARRATIVE AND DRAWING FORMAT AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION (AHJ), A FORMAL IMPAIRMENT PLAN IDENTIFYING AT A MINIMUM THE FOLLOWING: A.STATUS OF BUILDING OCCUPANCY
(OR VACANCY) DURING CONSTRUCTION. B.DURATION AND TIMING OF FIRE SPRINKLER AND STANDPIPE SYSTEM SHUTDOWNS. C.NECESSARY PROVISIONS FOR TEMPORARY WATER SUPPLIES AND CONNECTIONS TO EXISTING
FIRE SPRINKLER / STANDPIPE SYSTEMS TO REMAIN IN SERVICE. D.PROVISIONS FOR TEMPORARY FIRE PROTECTION SYSTEMS SUCH AS LINEAR HEAT DETECTION. 2.COORDINATE IMPAIRMENT PLAN WITH THE GENERAL
CONTRACTOR FOR INCORPORATION INTO THE NFPA 241 FIRE SAFETY PROGRAM PREPARED BY THE GENERAL CONTRACTOR. 3.FIRE DEPARTMENT CONNECTIONS: ALL BUILDING FIRE DEPARTMENT CONNECTIONS MUST
REMAIN IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. PROVIDE TEMPORARY PIPING CONNECTIONS AS NECESSARY TO MAINTAIN SERVICE UNTIL NEW PIPING SYSTEMS ARE COMPLETED. 4.WET STANDPIPES:
AT LEAST ONE BUILDING WET-PIPE STANDPIPE MUST REMAIN IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. ALL BUILDING WET-PIPE STANDPIPES MUST REMAIN IN SERVICE DURING NORMAL BUSINESS
HOURS. 5.SPRINKLERS OUTSIDE OF WORK AREA: SPRINKLERS PROTECTING AREAS OUTSIDE OF THE WORK AREA MUST REMAIN IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. PROVIDE TEMPORARY PIPING
CONNECTIONS AS NECESSARY TO MAINTAIN SERVICE UNTIL NEW PIPING SYSTEMS ARE COMPLETED. 6.SPRINKLERS WITHIN WORK AREA: SPRINKLERS PROTECTING AREAS WITHIN THE WORK AREA SHALL REMAIN IN
SERVICE WHEN SYSTEM IS NOT BEING MODIFIED. WHERE SPRINKLER SYSTEM IMPAIRMENTS ARE PROLONGED AS DETERMINED BY THE AHJ, TEMPORARY HEAT DETECTION OR APPROVED EQUIVALENT SHALL BE PROVIDED.
7.SPRINKLER SYSTEMS SHALL NOT BE SHUTDOWN ON SUCCESSIVE FLOORS FOR ANY DURATION. 8.SPRINKLER SYSTEMS SHALL NOT BE SHUTDOWN FOR ANY DURATION UNTIL TEMPORARY HEAT DETECTION HAS BEEN INSTALLED.
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" FP0.02 29313.00
11/30/18 FIRE PROTECTION NOTES & DESIGN CRITERIA #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FP1.00FIRE PROTECTION LEVEL 0 DEMO.pdf
F F F F F FF FF F F F F F F FF F FF F D DD D D D D D D D DDD D D D 2 134678 5 Q P R S T O 10 U 9 S1 R1 4A Q1 5.1 3" PSP 3" PSP EXISTING FIRE PUMP AND FIRE SERVICE REMOVE EXISTING SPRINKLER
CHECK VALVE AND WATER FLOWSWITCH EXISTING STANDPIPE, FEED AND VALVES REMOVE AND REPLACE EXISTING OS&Y STANDPIPE CONTROL VALVE REMOVE EXISTING PREACTION SYSTEM PIPING BACK TO EXISTING
PREACTION VALVE Room B00UJ Room B78A Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B77 Room B00UK Room B00UA Room B00UB Room B00UC WET PIPE SPRINKLER
MAINS ARE EXISTING TO REMAIN. 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
1/4" = 1'-0" FP1.00 29313.00 11/30/18 FIRE PROTECTION LEVEL 0 DEMO GENERAL NOTES: 1.REFER TO FP0.02 FOR IMPAIRMENT NOTES. 2.REMOVE EXISTING SPRINKLERS, BRANCHLINES, AND MAINS THROUGHOUT
IDENTIFIED AREA. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018
FP1.10FIRE PROTECTION LEVEL 1 DEMO.pdf
F F F F F F F F F F FFFF F F F F F F FF FF F F F F F F FF F F F F F F D D D D D D 2 134678 5 Q P R S T O U S1 R1 4A Q1 5.1 EXISTING STANDPIPE, FEED AND VALVES Room 100CK Room 167F Room
100CG Room 100CJ Room 167E Room 167C Room 167D Room 168 Room 170B Room 169 Room 165B Room 156 Room 158 Room 158B Room 167A Room 170A Room 167B Room 160 Room 100SA Room 162 Room 158A
Room 167 Room 170 Room 165 Room 100UA Room 100CA Room 100JA Room 100UB Room 100CH Room 100UF Room 167G WORK AREA 2 WET PIPE SPRINKLER MAINS ARE EXISTING TO REMAIN. 2 Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FP1.10 29313.00 11/30/18 FIRE PROTECTION
LEVEL 1 DEMO GENERAL NOTES: 1.REFER TO FP0.02 FOR IMPAIRMENT NOTES. 2.REMOVE EXISTING SPRINKLERS THROUGHOUT IDENTIFIED AREA. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM
01 DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018
FP1.20FIRE PROTECTION LEVEL 2 DEMO.pdf
F F F F F F F F F F F F F F F F F F F F F F F FFFF FF D D DD D D DD D DD D DD DD D D D D D D DD D DDD D D D D D DD D D D D DDD DD DD D 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 4" WSP
4" WSP 4" WSP EXISTING TO REMAIN STANDPIPE, FEED AND VALVES REMOVE EXISTING SPRINKLER CHECK VALVE AND WATER FLOWSWITCH REMOVE EXISTING MAIN AS SHOWN. RESUPPLY EXISTING TO REMAIN MAIN
AND SPRINKLERS VIA NEW MAIN SHOWN ON NEW WORK PLANS. Room 200SD Room 255A Room 270A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room 265A Room 252
Room 254 Room 256 Room 260A Room 272 Room 276 Room 278 Room 274 Room 270 Room 267 Room 265B Room 265 Room 200JA Room 200UA Room 200UB Architect Payette Associates Architects, P.C. 290
Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer
SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FP1.20 29313.00 11/30/18 FIRE PROTECTION LEVEL 2 DEMO GENERAL NOTES: 1.REFER TO
FP0.02 FOR IMPAIRMENT NOTES. 2.REMOVE EXISTING SPRINKLERS, BRANCHLINES, AND MAINS THROUGHOUT IDENTIFIED AREA. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID:
45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FP1.30FIRE PROTECTION LEVEL 3 DEMO.pdf
F F F F F F F FFF F F F F F F F F F FFFF FF F D D D D D D D D D D D D DDDDD D D DD D D D D D D D D D D D D D D D D D D D 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 EXISTING TO REMAIN
STANDPIPE, FEED AND VALVES REMOVE EXISTING SPRINKLER CHECK VALVE AND WATER FLOWSWITCH REMOVE EXISTING MAIN AS SHOWN. RESUPPLY EXISTING TO REMAIN MAIN AND SPRINKLERS VIA NEW MAIN SHOWN
ON NEW WORK PLANS. Room 365A Room 365D Room 355 Room 365E Room 365C Room 361 Room 365F Room 358 Room 300CD Room 378 Room 360 Room 300SA Room 375 Room 362 Room 377 Room 352 Room 354
Room 356 Room 365 Room 379 Room 365G Room 300JA Room 300UA Room 300UB Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" FP1.30 29313.00 11/30/18 FIRE PROTECTION LEVEL 3 DEMO GENERAL NOTES: 1.REFER TO FP0.02 FOR IMPAIRMENT NOTES. 2.REMOVE EXISTING
SPRINKLERS, BRANCHLINES, AND MAINS THROUGHOUT IDENTIFIED AREA. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FP2.00FIRE PROTECTION LEVEL 0.pdf
F F F F FF FF FF F F F FF F FF HOSE ALLOWANCE (GPM) (SQ FT) MAX AREA PER SPRINKLER (SQ FT) CALCULATION AREA DESIGN DENSITY (GPM/SQ FT) OCCUPANCY CLASSIFICATION AREA DESCRIPTION SPRINKLER
SYSTEM DESIGN CRITERIA - NFPA 13 ORDINARY HAZARD I/HC-2MECHANICAL ROOM ELECTRICAL ROOM, TEL/DATA0.22500130250 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1
R1 4A Q1 5.1 WORK AREA EXISTING FIRE PUMP AND FIRE SERVICE EXISTING TO REMAIN STANDPIPE, FEED AND VALVES REPLACE EXISTING 2 1/2" FDV WITH NEW DUE TO VISIBLE CORROSION REPLACE EXISTING
OS&Y STANDPIPE CONTROL VALVE WITH NEW DUE TO VISIBLE SIGNS OF LEAKAGE AND AGE PROVIDE NEW ZONECHECK ASSEMBLY AT EXISTING SPRINKLER CONTROL VALVE ASSEMBLY 1 PLBG 2 PLBG MECHANICAL B00UA
Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B00UB Room B00UC ? ? ? 2" WSP 2" WSP BOR PROVIDE SPRINKLER PROTECTION BELOW ALL OBSTRUCTIONS WHICH ARE
48" OR MORE IN WIDTH. SUPPLY SPRINKLERS FROM NEW BRACNLINES. WET PIPE SPRINKLER MAINS ARE EXISTING TO REMAIN. 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
-Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated FP2.00 29313.00 11/30/18 FIRE PROTECTION LEVEL 0 GENERAL NOTES: 1.PROVIDE SPRINKLER PROTECTION
THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER LOCATIONS, COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS
AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY WITH NFPA 13. 2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS
FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES,
ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER
CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13. 5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM
DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH NFPA 13. 6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING
LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION
SYSTEM INSTALLATION PERMITS. 7. PROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY FIRE PROTECTION SPECIFICATIONS. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
212/18/18ADDENDUM 01 DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018
FP2.10FIRE PROTECTION LEVEL 1.pdf
F F F F F F F F FFFF F F F F F FF FF F F F F F F FF F F F F F F F HOSE ALLOWANCE (GPM) (SQ FT) MAX AREA PER SPRINKLER (SQ FT) CALCULATION AREA DESIGN DENSITY (GPM/SQ FT) OCCUPANCY CLASSIFICATION
AREA DESCRIPTION SPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13 LIGHT HAZARD/HC-1MEETING ROOM, CONFERENCE ROOM0.101500225100 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R
S T O U 9 S1 R1 4A Q1 5.1 SUPPLY NEW SPRINKLERS FROM EXISTING BRANCH PIPING TO COORDINATE WITH ARCHITECTURAL CHANGES EXISTING TO REMAIN STANDPIPE, FEED AND VALVES LAB WRITE-UP 162
LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D
OFFICE 167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B Room 100SA Room 165 Room 100UA Room 100JA Room 100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167
WORK AREA WET PIPE SPRINKLER MAINS ARE EXISTING TO REMAIN. SUPPLY NEW SPRINKLERS FROM EXISTING SPRINKLER SYSTEM. 3 Architect Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
-Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated FP2.10 29313.00 11/30/18 FIRE PROTECTION LEVEL 1 GENERAL NOTES: 1.PROVIDE SPRINKLER PROTECTION
THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER LOCATIONS, COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS
AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY WITH NFPA 13. 2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS
FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES,
ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER
CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13. 5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM
DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH NFPA 13. 6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING
LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION
SYSTEM INSTALLATION PERMITS. P 7.ROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY FIRE PROTECTION SPECIFICATIONS. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
212/18/18ADDENDUM 01 31/7/18ADDENDUM 02 DocuSign Envelope ID: A68187EC-60AD-476B-AE6F-1852E70EE57E 1/4/2019
FP2.20FIRE PROTECTION LEVEL 2.pdf
F F F F FF FF FFF F F F F F F F HOSE ALLOWANCE (GPM) (SQ FT) MAX AREA PER SPRINKLER (SQ FT) CALCULATION AREA DESIGN DENSITY (GPM/SQ FT) OCCUPANCY CLASSIFICATION AREA DESCRIPTION SPRINKLER
SYSTEM DESIGN CRITERIA - NFPA 13 ORDINARY HAZARD II/HC-2LABORATORIES (USING CHEMICALS) - CLASS A AND B0.202500130250 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T
O U 9 S1 R1 4A Q1 5.1 EXISTING TO REMAIN STANDPIPE, FEED AND VALVES PROVIDE NEW ZONECHECK ASSEMBLY AT EXISTING SPRINKLER CONTROL VALVE ASSEMBLY WORK AREA 1 PLBG 2 PLBG ? ? ? TISSUE
CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP 260 LAB WRITE-UP 269 OPEN RESEARCH LAB 276? ? ? ? ? ? ? ? ? iCVD ROOM 276D Room 200SD Room 255A
Room 252 Room 254 Room 256 Room 267 CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC ? ? ? 4" WSP 2 1/2" WSP 2 1/2" WSP 4" WSP 1 1 1 1 2 Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated FP2.20 29313.00 11/30/18 FIRE PROTECTION
LEVEL 2 GENERAL NOTES: 1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER LOCATIONS,
COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY WITH NFPA
13. 2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED CEILINGS,
LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE ABOVE,
LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13. 5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED
OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH
NFPA 13. 6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS
SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION SYSTEM INSTALLATION PERMITS. 7. PROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY FIRE
PROTECTION SPECIFICATIONS. SHEET NOTES: COORDINATE EXACT BEAM PENATRATION LOCATIONS FOR SPRINKLER BRANCH LINES WITH STRUCTURAL ENGINEER. 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
212/18/18ADDENDUM 01 DocuSign Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018
FP2.30FIRE PROTECTION LEVEL 3.pdf
HOSE ALLOWANCE (GPM) (SQ FT) MAX AREA PER SPRINKLER (SQ FT) CALCULATION AREA DESIGN DENSITY (GPM/SQ FT) OCCUPANCY CLASSIFICATION AREA DESCRIPTION SPRINKLER SYSTEM DESIGN CRITERIA - NFPA
13 ORDINARY HAZARD II/HC-2LABORATORIES (USING CHEMICALS) - CLASS A AND B0.202500130250 LIGHT HAZARD/HC-1OFFICE SPACE, LOBBY, COMMON AREA, RESTROOMS0.101500225100 FFF F FF F F FFFF F
F F F F 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA 4" WSP EXISTING TO REMAIN STANDPIPE, FEED AND VALVES PROVIDE NEW ZONECHECK ASSEMBLY
AT EXISTING SPRINKLER CONTROL VALVE ASSEMBLY 4" WSP4" WSP 4" WSP 2 1/2" WSP2 1/2" WSP M4 M2 M3 M1 S1 B1 S2 B2 S3 B3 S4 B4 S6 B6 S7 S8 B8B7 S9 B9 S17 B16 S18 B17 S19 B18 S20 B19 S30
B35 S31 B36 S32 B37B38 B39 S27 B30 S28 B31 S29 B32B33 B34 TOR M7 S11 B12 S14 B13 S5 B5 M9M10 S10 S12 S15 S21 S22 S23 S24 S13 S16 S25 S26 M11 CALCULATION AREA B10 B11 B15 B20 B14 B21
B22 B24 B23 RESEARCH LAB 367 LIGHT SCATTERING 367B SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE 367A STAIRS
300SA Room 352 Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 B40B41B42B43 S35 S34 S33 B25 ? ? 2" WSP2" WSP 2 Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated FP2.30 29313.00 11/30/18 FIRE PROTECTION
LEVEL 3 GENERAL NOTES: 1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS INDICATE SPRINKLER LOCATIONS,
COMPLY WITH THE DESIGN INTENT INDICATED BY THE DRAWINGS AND NFPA 13. IN AREAS WHERE FIRE SUPPRESSION OR ARCHITECTURAL DRAWINGS DO NOT INDICATE SPRINKLER LOCATIONS, COMPLY WITH NFPA
13. 2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS, ELEVATIONS, AND SECTIONS. 3.IN AREAS WITH FINISHED CEILINGS,
LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES. 4.IN AREAS OPEN TO STRUCTURE ABOVE,
LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13. 5.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED
OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH
NFPA 13. 6.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH PIPING LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS
SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE PROTECTION SYSTEM INSTALLATION PERMITS. 7. PROVIDE ALL NECESSARY FLUSHING VALVES IN ACCORDANCE WITH CORNELL UNIVERSITY FIRE
PROTECTION SPECIFICATIONS. DENSITY: HYDRAULIC SPRINKLER DESIGN DATA: HAZARD: AREA: SPRINKLERS FLOWING: HOSE ALLOWANCE: TOTAL: SAFETY FACTOR: CALCULATION #: @ SPRINKLER DEMAND: @ PUMP
DISCHARGE 0.20 GPM / SQ.FT. ORDINARY GROUP 2 2500 SQ.FT. 250 GPM 17.0 PSI 1083 GPM 833 GPM 91 PSI 35 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 DocuSign
Envelope ID: A198E6BC-80F0-4574-909E-457FA59E132F 12/18/2018
FP6.01FIRE PROTECTION DETAILS.pdf
SCALE: SCALE: SCALE: SCALE: UPRIGHT SPRINKLER SCALE: NONE RETURN-BEND PIPING 2 NONE PIPING SUPPORT 1 NONE 3 4 - INCH FLUSHING CONNECTION 4 NONE BRANCHLINE FLUSHING CONNECTION 5 NONE
SUPPORT HORIZONTAL OFFSETS GREATER THAN 12" FROM STRUCTURE FINISH CEILING SPRINKLER BRANCH PIPING CONCENTRIC ONE-PIECE REDUCER PENDENT SPRINKLER* *CONCEALED SHOWN FOR ILLUSTRATION ONLY,
SEE SPECIFICATIONS FOR PROJECT SPECIFIC REQUIREMENTS STRUCTURE 1" RETURN-BEND CONNECTED TO TOP OF BRANCH PIPING NFPA 13 MINIMUM REQUIRED HANGER ROD SIZES PIPE SIZEDIAMETER OF ROD UP
TO AND INCLUDING 4"3/8" 5", 6", 8"1/2" 10", 12"5/8" CONCRETE SLAB ATTACHMENT TO CONCRETE STRUCTURE PIPE HANGERS FOR NPS 4" AND LARGER THREADED ROD THREADED RODCONCRETE ANCHOR THREADED
ROD ATTACHMENT TO STEEL STRUCTURE STRUCTURAL STEEL MEMBER BEAM CLAMP WITH RESTRAINING STRAP PIPE HANGERS FOR NPS 3" AND SMALLER BAND HANGER THREADED ROD CLEVIS HANGER SURGE RESTRAINT
PROVIDE SURGE RESTRAINT AT HANGER VIA RESTRAINT CLIP OR THREADED ROD EXTENSION TO PIPE SURFACE AS REQUIRED BY NFPA 13. 1.END OF BRANCH PIPING WHERE MAXIMUM SYSTEM PRESSURE EXCEEDS 100
PSI. 2.RETURN BEND OFFSETS GREATER THAN 12" WHERE MAXIMUM SYSTEM PRESSURE EXCEEDS 100 PSI. 3.RETURN BEND OFFSETS GREATER THAN 24" SPRINKLER BRANCH PIPING 1" SPRIG UP (PROVIDE SUPPORT
FOR SPRIG UPS 4 FT OR LONGER) CONCENTRIC ONE-PIECE REDUCER UPRIGHT SPRINKLER POSITION DEFLECTOR W/ RESPECT TO STRUCTURAL ELEMENTS PER NFPA 13 REQUIREMENTS FOR CONSTRUCTION TYPE UNDERSIDE
OF STRUCTURE PROVIDE TWO(2) 2 1/2" FULL PORT BALL VALVES AND PLUGS AT THE END OF 4-INCH SPRINKLER PIPING FOR FLUSHING ACCORDANCE WITH CORNELL STANDARDS PROVIDE LINE SIZE FULL-PORT BALL
VALVE AND PLUG AT THE END OF ALL BRANCHLINES 2 1/2" AND SMALLER IN ACCORDANCE WITH CORNELL STANDARDS Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code
Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost
Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G.
Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" FP6.01 29313.00 11/30/18 FIRE PROTECTION DETAILS #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign
Envelope ID: 45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
FP7.01FIRE PROTECTION RISER.pdf
AR FIRE SUPPRESSION GENERAL NOTES: WFM WFM FDC FWS FDC FWS F W S (2) 8"UNDERGROUND FIRE SERVICE(STREET NAME) (REFER TO CIVIL DRAWINGS FOR ADDITIONAL DETAILS) (2) 6" DCVA PMP-1FP-1STAIR
A SPD SPILL TO OED (3)2-1/2"x6" FIRE DEPARTMENT INLET CONNECTION (3)2-1/2"x6" FIRE DEPARTMENT INLET CONNECTION (3)2-1/2"x6" FIRE PUMP TEST HEADER STAIR B FHV FHV 4" 2 1/2" 4" 6" 1.THIS
RISER DIAGRAM IS DIAGRAMMATIC AND IS NOT INTENDED TO BE PRECISE; IT IS NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING AND COMPONENT. THE PURPOSE OF THE DIAGRAM IS TO INDICATE
A SYSTEM CONCEPT, THE MAIN COMPONENTS OF THE SYSTEMS AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS. 6" 6" 8" FHV 3" LOW POINT DRAIN (CLOSED DURING TESTING) FHV ZCA FHV ZCA FHV FHV FHV
ZCA FHV ZCA FHV ZCA 1 FP-501 2 FP-501 LEVEL 1 23'-6" 3RD LEVEL 56'-6" PENTHOUSE 68'-6" BASEMENT 11'-6" 2ND LEVEL 42'-6" FWS(U) 8" 8" NC TH FDC RCV TH FDC FDC ROOF MANIFOLD WSP (LEVEL
1) WSP (BASEMENT LEVEL) WSP WSP WSPWSP (LEVEL 2) WSPWSP (LEVEL 3) WSPWSP (LEVEL 4) FWS(U) Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" FP7.01 29313.00 11/30/18 FIRE PROTECTION RISER #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID:
45F96879-714F-4669-B8A4-6F84201714F0 12/10/2018
G0.00DRAWING INDEX & LOCATION PLAN.pdf
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 G0.00 20758.00 11/30/2018
DRAWING INDEX & LOCATION PLAN DRAWING LIST 14 - MECHANICAL M0.10HVAC - NOTES & ABBREVIATIONS M0.20HVAC - LEGEND M1.00HVAC - LEVEL 0 DEMO M1.20HVAC - LEVEL 2 DEMO M1.30HVAC - LEVEL 3
DEMO M2.00HVAC - LEVEL 0 M2.10HVAC - LEVEL 1 M2.20HVAC - LEVEL 2 M2.30HVAC - LEVEL 3 M2.40HVAC - LEVEL 4 M3.10HVAC - SECTIONS M5.10HVAC - DETAILS M5.20HVAC - DETAILS M5.30HVAC - DETAILS
M5.40HVAC - DETAILS M5.50HVAC - DETAILS M6.10HVAC - SCHEDULES M6.20HVAC - SCHEDULES M6.30HVAC - SCHEDULES M7.10HVAC - AIR RISER DIAGRAM M7.20HVAC - HYDRONIC / STEAM RISER DIAGRAM M8.10HVAC
- CONTROLS M8.20HVAC - CONTROLS M8.30HVAC - CONTROLS M8.40HVAC - CONTROLS M8.50HVAC - CONTROLS M8.60HVAC - CONTROLS M8.70HVAC - CONTROLS M8.80HVAC - CONTROLS 15 - ELECTRICAL E0.01ELECTRICAL
LEGEND & GENERAL NOTES E0.02ELECTRICAL GENERAL SCHEDULES E0.03ELECTRICAL LAB EQUIPMENT SCHEDULES E0.04ELECTRICAL PANELBOARD SCHEDULES - SHEET 1 E0.05ELECTRICAL PANELBOARD SCHEDULES
- SHEET 2 E1.00LEVEL 0 - PHASE 1 ELECTRICAL DEMO PLAN E1.10LEVEL 1 - PHASE 1 ELECTRICAL DEMO PLAN E1.20LEVEL 2 - PHASE 1 ELECTRICAL DEMO PLAN E1.30LEVEL 3 - PHASE 1 ELECTRICAL DEMO
PLAN E1.40LEVEL 4 - PHASE 1 ELECTRICAL DEMO PLAN E2.10LEVEL 0 - ELECTRICAL LIGHTING PLAN E2.20LEVEL 2 - ELECTRICAL LIGHTING PLAN E2.30LEVEL 3 - ELECTRICAL LIGHTING PLAN E3.00LEVEL 0
- ELECTRICAL POWER PLAN E3.10LEVEL 1 - ELECTRICAL POWER PLAN E3.20LEVEL 2 - ELECTRICAL POWER PLAN E3.30LEVEL 3 - ELECTRICAL POWER PLAN E4.00ELECTRICAL PART PLANS - SHEET 1 E4.01ELECTRICAL
PART PLANS - SHEET 2 E5.00ELECTRICAL NORMAL POWER RISER DIAGRAMS E5.01ELECTRICAL EMERGENCY POWER RISER DIAGRAMS E6.00ELECTRICAL DETAILS E7.00LIGHTING FIXTURE SCHEDULES & CONTROLS 17
- FIRE ALARM FA0.01FIRE ALARM - SYMBOLS & ABBREVIATIONS FA0.02FIRE ALARM - NOTES & DESIGN CRITERIA FA1.00FIRE ALARM - LEVEL 0 DEMO FA1.10FIRE ALARM - LEVEL 1 DEMO FA1.20FIRE ALARM -
LEVEL 2 DEMO FA1.30FIRE ALARM - LEVEL 3 DEMO FA2.00FIRE ALARM - LEVEL 0 FA2.10FIRE ALARM - LEVEL 1 FA2.20FIRE ALARM - LEVEL 2 FA2.30FIRE ALARM - LEVEL 3 FA6.01FIRE ALARM - DETAILS 18
- SECURITY SE0.01SECURITY - LEGEND SE2.00SECURITY - LEVEL 0 SE2.10SECURITY - LEVEL 1 SE2.20SECURITY - LEVEL 2 SE2.30SECURITY - LEVEL 3 19 - TELECOMMUNICATIONS TC0.01TELECOM - LEGEND
TC1.01TELECOM - LEVEL 1 DEMO PLAN TC1.02TELECOM - LEVEL 2 DEMO PLAN TC1.03TELECOM - LEVEL 3 DEMO PLAN TC1.04TELECOM - LEVEL 4 DEMO PLAN TC2.00TELECOM - LEVEL 0 TC2.10TELECOM - LEVEL
1 TC2.20TELECOM - LEVEL 2 TC2.30TELECOM - LEVEL 3 TC2.40TELECOM - LEVEL 4 TC4.00TELECOM - IDF LAYOUT & PART PLAN TC4.01TELECOM - RISER DIAGRAM & DETAILS DRAWING LIST 01 - GENERAL G0.00DRAWING
INDEX & LOCATION PLAN G0.01GENERAL NOTES, ABBREVIATIONS, & GRAPHIC STANDARDS G0.02INTERIOR VIEWS FOR REFERENCE G1.11BASIS OF DESIGN - OCCUPIED AREAS DURING CONSTRUCTION G1.20CODE SUMMARY
G1.21CODE PLANS G2.00MOUNTING HEIGHT SCHEDULE 02 - CIVIL C1.01SITE CIVIL DRAWINGS C1.02SITE CIVIL DRAWINGS 03 - ABATEMENT AR1.00LEVEL 0 - ASBESTOS ABATEMENT AR1.04LEVEL 4 - ASBESTOS
ABATEMENT 04 - ARCHITECTURAL A1.00LEVEL 0 - PHASE 1 DEMO A1.10LEVEL 1 - PHASE 1 DEMO A1.20LEVEL 2 - PHASE 1 DEMO A1.30LEVEL 3 - PHASE 1 DEMO A1.40LEVEL 4 - PHASE 1 DEMO A2.00LEVEL 0
- OVERALL PLAN A2.10LEVEL 1 - OVERALL PLAN A2.20LEVEL 2 - OVERALL PLAN A2.30LEVEL 3 - OVERALL PLAN A2.40LEVEL 4 - OVERALL PLAN A4.00LEVEL 0 - ENLARGED PLAN A4.10LEVEL 1 - ENLARGED PLAN
A4.20LEVEL 2 - ENLARGED PLAN A4.30LEVEL 3 - ENLARGED PLAN A4.40LEVEL 4 - ENLARGED PLAN A5.20INTERIOR ELEVATIONS - LEVEL 2 A5.21INTERIOR ELEVATIONS - LEVEL 2 A5.22INTERIOR ELEVATIONS
- LEVEL 2 A5.23INTERIOR ELEVATIONS - LEVEL 2 A5.24INTERIOR ELEVATIONS - LEVEL 2 A5.30INTERIOR ELEVATIONS - LEVEL 3 A5.31INTERIOR ELEVATIONS - LEVEL 3 A5.32INTERIOR ELEVATIONS - LEVEL
3 A5.33INTERIOR ELEVATIONS - LEVEL 3 A6.20LEVEL 2 - CEILING PLAN A6.30LEVEL 3 - CEILING PLAN A8.00EXTERIOR DETAILS A8.20EXTERIOR ROOF DETAILS A9.00PARTITION TYPES A9.01PARTITION DETAILS
A9.02FLOOR TRANSITION AND BASE DETAILS A9.10DOOR SCHEDULE A9.11INTERIOR DETAILS A9.20LAB CASEWORK DETAILS A9.21LAB CASEWORK DETAILS A9.22LAB CASEWORK DETAILS A9.40EQUIPMENT LIST 10
- STRUCTURAL S0.00GENERAL NOTES S0.10CONCRETE TYPICAL DETAILS S0.20STEEL TYPICAL DETAILS S1.01AREAWAY PART PLANS S1.02THIRD AND FOURTH LEVEL PART PLANS S4.00DUNNAGE ELEVATIONS AND SECTIONS
S6.00SECTIONS AND DETAILS S6.01SECTIONS AND DETAILS 12 - FIRE PROTECTION FP0.01FIRE PROTECTION - SYMBOLS & ABBREVIATIONS FP0.02FIRE PROTECTION - NOTES & DESIGN CRITERIA FP1.00FIRE PROTECTION
- LEVEL 0 DEMO FP1.10FIRE PROTECTION - LEVEL 1 DEMO FP1.20FIRE PROTECTION - LEVEL 2 DEMO FP1.30FIRE PROTECTION - LEVEL 3 DEMO FP2.00FIRE PROTECTION - LEVEL 0 FP2.10FIRE PROTECTION -
LEVEL 1 FP2.20FIRE PROTECTION - LEVEL 2 FP2.30FIRE PROTECTION - LEVEL 3 FP6.01FIRE PROTECTION - DETAILS FP7.01FIRE PROTECTION - RISER 13 - PLUMBING P0.01PLUMBING LEGEND & GENERAL NOTES
P0.02PLUMBING LEGEND P0.03PLUMBING LEGEND P1.00PLUMBING - LEVEL 0 DEMO P1.10PLUMBING - LEVEL 1 DEMO P1.20PLUMBING - LEVEL 2 DEMO P1.30PLUMBING - LEVEL 3 DEMO P2.00PLUMBING - LEVEL 0
P2.00UPLUMBING - UNDERGROUND P2.10PLUMBING - LEVEL 1 P2.20PLUMBING - LEVEL 2 P2.30PLUMBING - LEVEL 3 P2.40PLUMBING - LEVEL 4 P4.10PLUMBING - POTABLE RISER DIAGRAM P4.11PLUMBING - LAB
HOT WATER RISER DIAGRAM P4.20PLUMBING - PURE WATER GENERATION DIAGRAM P4.21PLUMBING - PURE WATER RISER DIAGRAM P4.30PLUMBING - NITROGEN & COMPRESSED AIR GENERATION DIAGRAM P4.31PLUMBING
- COMPRESSED DRY AIR RISER DIAGRAM P4.40PLUMBING - VACUUM RISER DIAGRAM P4.50PLUMBING - NITROGEN RISER DIAGRAM P4.60PLUMBING - LAB WASTE & VENT RISER DIAGRAM P5.01PLUMBING DETAILS P5.02PLUMBING
DETAILS P5.03PLUMBING DETAILS P5.04PLUMBING DETAILS P7.01PLUMBING SCHEDULES OLIN HALL CARPENTER HALL DUFFIELD HALL PHILLIPS HALL CAMPUS ROAD HOLLISTER HALLTHURSTON HALL BARD HALL KIMBALL
HALL SNEE HALL UPSON HALL JOHNSON GRADUATE SCHOOL OF MANAGEMENT ANABEL TAYLOR HALL LOCATION PLAN (N.T.S.) #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
G0.01GENERAL NOTES, ABBREVIATIONS, & GRAPHIC STANDARDS.pdf
SCALE: -------C# --DRAWING SUBTITLE DRAWING TITLE TOP OF SLAB ELEV = 100'-0" ---C# -TOP OF SLAB ELEV = 100'-0" ---AP LINE TYPES SYMBOLSREFLECTED CEILING PLANS DOOR TYPES MATERIAL INDICATIONS
WALL INDICATIONS GENERAL NOTES ABBREVIATIONS OVERHEAD (OVER COUNTER AND SOFFITS) REFERENCE (COLUMN LINES AND MATCH LINES) BELOW AND BEYOND (UNDERCOUNTER AND FOOTINGS) BREAK LINE LIMIT
OF WORK LINE SHEET NUMBER SECTION IDENTIFICATION & L @ C ф # ACT AD AFF AHU ALUM ALT AV BOT BOS CG CJ CL CLG CMU CO COL CONC CONT CPT CT CUH DF DIA DN DWG E EIFS EJ EMER SHR EP EQ EQUIP
EWC EWS EXIST F/F FACP FCO FCU FD FDC FDV FEC FE FF FH FHC FHR FOC FOF FTR G GFCI GFRC GFRG GYP BD HB HPT HR HVAC HW ID IF IG INT L LAB LPT MAX MECH MH MIN MO N NIC OA OC OD OF OF/CI
OFD OPH O QT R RCP RD REF RO RWL S SHR SHRD SIM SST STC T TD TOC TOS TOW TYP UL UON VAC VCT VIF W WH AND ANGLE AT CENTERLINE DIAMETER POUND ACOUSTICAL CEILING TILE AREA DRAIN ABOVE
FINISHED FLOOR AIR HANDLING UNIT ALUMINUM ALTERNATE AUDIOVISUAL BOTTOM BOTTOM OF STEEL CORNER GUARD CONTROL JOINT CENTERLINE CEILING CONCRETE MASONRY UNIT CASED OPENING COLUMN CONCRETE
CONTINUOUS CARPET CERAMIC TILE CABINET UNIT HEATER DRINKING FOUNTAIN DIAMETER DOWN DRAWING EAST EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT EMERGENCY SHOWER ELECTRICAL PANEL
EQUAL EQUIPMENT ELECTRIC WATER COOLER EYE WASH STATION EXISTING FACE TO FACE FIRE ALARM CONTROL PANEL FLOOR CLEANOUT FAN COIL UNIT FLOOR DRAIN FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT
VALVE FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER FINISH FACE FIRE HYDRANT FIRE HOSE CABINET FIRE HOSE RACK FACE OF CONCRETE FACE OF FINISH FINNED TUBE RADIATION GAS GROUND FAULT CIRCUIT
INTERRUPTER GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GYPSUM BOARD HOSE BIBB HIGH POINT HOUR HEATING, VENTILATION, AIR CONDITIONING HOT WATER INSIDE DIAMETER INSIDE
FACE INSULATED GLASS INTERIOR LEFT LABORATORY LOW POINT MAXIMUM MECHANICAL MANHOLE MINIMUM MASONRY OPENING NORTH NOT IN CONTRACT OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OWNER
FURNISHED/CONTRACTOR INSTALLED OVERFLOW DRAIN OPPOSITE HAND OXYGEN QUARRY TILE RISER REFLECTED CEILING PLAN ROOF DRAIN REFRIGERATOR ROUGH OPENING RAIN WATER LEADER SOUTH SHOWER SHOWER
DRAIN SIMILAR STAINLESS STEEL SOUND TRANSMISSION CLASS TREAD TRENCH DRAIN TOP OF CONCRETE SLAB TOP OF STEEL TOP OF WALL TYPICAL UNDERWRITERS LABORATORIES UNLESS OTHERWISE NOTED VACUUM
VINYL COMPOSITION TILE VERIFY IN FIELD WEST WALL HYDRANT L DOCUMENT REVISION DETAIL WALL SECTION PLAN DETAIL DATUM POINT ELEVATION MARKER PAINT COLOR DESIGNATION PARTITION TYPE SYMBOL
COLUMN LINE SHEET NUMBER SECTION IDENTIFICATION BRICK STONE PRECAST CONCRETE CAST-IN-PLACE CONCRETE CONCRETE MASONRY UNITS TERRA COTTA UNDISTURBED EARTH DRAINAGE FILL COMPACTED FILL
STEEL ALL OTHER METALS PLYWOOD HARDWOOD CUT IN SECTION FINISH WOOD FACE SEEN IN ELEVATION CONTINUOUS WOOD BLOCKING/FRAMING NON-CONTINUOUS WOOD BLOCKING/FRAMING RIGID INSULATION BATT
INSULATION SPRAYED FIRE-RESISTIVE MATERIAL GYPSUM BOARD FLOOR TILE ACOUSTICAL CEILING TILE EXTERIOR INSULATION AND FINISH SYSTEM WATERPROOFING SPRINKLER HEAD -CONCEALED SPRINKLER HEAD
-TYPICAL 2 HOUR FIRE RATING 1 HOUR FIRE RATING SUPPLY DIFFUSER RETURN OR EXHAUST DIFFUSER FLUORESCENT LIGHT FIXTURE -RECESSED INCANDESCENT LIGHT FIXTURE -RECESSED INCANDESCENT LIGHT
FIXTURE -WALL MOUNTED FLUORESCENT LIGHT FIXTURE -SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE -LIGHT STRIP SUSPENDED CEILING GRID FLUORESCENT LIGHT FIXTURE -PENDANT GLASS TYPICAL NEW CONSTRUCTION
TYPICAL WINDOW WINDOW WALL RECESSED ITEM EXISTING TO REMAIN EXISTING TO BE REMOVED ACOUSTIC TILE OR PANEL ACCESS PANEL TYPICAL DOOR UNEQUAL LEAF PAIR EXISTING DOOR TO REMAIN EXISTING
DOOR TO BE REMOVED EQUIPMENT NUMBER PLASTIC LAMINATE TITLE DOOR NUMBER DOOR SYMBOL EQUIPMENT NUMBER SHEET NUMBER SECTION IDENTIFICATION TERRAZZO 1. 2. 3. DIMENSIONS TO LOCATE PARTITIONS
ARE GIVEN TYPICALLY TO THE FINISHED FACE. PARTITIONS THAT GRAPHICALLY CENTER ON A GRID OR WINDOW MULLION ARE TO BE CENTERED AS SHOWN UNLESS OTHERWISE NOTED. NEW PARTITIONS AND SURFACES
THAT ARE SHOWN TO ALIGN WITH EXISTING SURFACES ARE TO BE ALIGNED AND FINISHED SMOOTH AND FLUSH. CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE DRAWINGS. HOWEVER, IN ORDER TO COMPLETE
OR FACILITATE INDICATED WORK, CONTRACTOR MAY BE REQUIRED TO CARRY OUT WORK ADJACENT TO, BUT OUTSIDE INDICATED LIMITS. COORDINATE THE SIZE AND LOCATION OF ALL MECHANICAL AND ELECTRICAL
EQUIPMENT PADS WITH EQUIPMENT PROVIDED. ROOFING AIR BARRIER --A B C D ELEVATION IDENTIFICATION INTERIOR ELEVATION SHEET NUMBER SMOKE PARTITION OCCUPANCY SENSOR -WALL MOUNTED EMERGENCY
LIGHT -WALL MOUNTED FIRE ALARM -AUDIO / VISUAL -WALL MOUNTED FIRE ALARM -VISUAL -WALL MOUNTED E OS F F EXISTING SUSPENDED CEILING TO BE REMOVED EXISTING ITEMS TO BE REMOVED FBWC -###
ROOM IDENTIFICATION ROOM IDENTIFICATION FLOOR FINISH KEY BASE FINISH KEY WALL FINISH KEY CEILING FINISH KEY ROOM NUMBER ROOM NAME Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" G0.01 20758.00 11/30/2018 GENERAL NOTES, ABBREVIATIONS, & GRAPHIC STANDARDS #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION
G0.02INTERIOR VIEWS FOR REFERENCE.pdf
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 G0.02 20758.00 11/30/2018
INTERIOR VIEWS FOR REFERENCE 2ND FLOOR LAB ENTRANCE 3RD FLOOR LAB SPACE 2ND FLOOR EAST WRITE UP SPACE #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
G1.11BASIS OF DESIGN OCCUPIED AREAS DURING CONSTRUCTION.pdf
LEGEND AND NOTES INDICATES AREAS OF THE PROJECT THAT REMAIN OCCUPIED DURING CONSTRUCTION. ALL CONSTRUCTION ACTIVITIES TO BE COORDINATED WITH THE CONTINUED OCCUPATION AND ACCESS TO THESE
SPACES. MAINTAIN EXISTING EGRESS NOTES: 1. SWING SPACE AREAS TO BE COMPLETED & OCCUPIED BEFORE WORK BEGINS ON LEVELS 2 & 3 MATERIAL REMOVAL AND DEBRIS REMOVABLE PATH WORK AREA ACCESSIBLE
WORK AREA WORK AREA (SWING SPACE) (SWING SPACE) EXISTING LOADING DOCK 30' x 50' CRANE LOCATION FOR ROOF TOP WORK TRACTOR TRAILER ACCESS FENCED STORAGE FOR DUMPSTERS. OVERHEAD DOOR TO
REMAIN ACCESSIBLE FENCING FOR AREAWAY EXCAVATION SIDEWALK CLOSURE FOR AREAWAY WORK. BARRICADES AND SIGNAGE SIDEWALK CLOSURE FOR AREAWAY WORK. BARRICADES AND SIGNAGE WORK AREA WORK AREA
WORK AREA (SWING SPACE) WORK AREA Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
As indicated G1.11 20758.00 11/30/2018 BASIS OF DESIGN OCCUPIED AREAS DURING CONSTRUCTION SCALE : 1/32" = 1'-0" 1 LEVEL 0 - Occupied Area SCALE : 1/32" = 1'-0" 2 LEVEL 1 - Occupied
Area SCALE : 1/32" = 1'-0" 3 LEVEL 2 - Occupied Area SCALE : 1/32" = 1'-0" 4 LEVEL 3 - Occupied Area SCALE : 1/32" = 1'-0" 5 LEVEL 4 - Occupied Area #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION
G1.20CODE SUMMARY.pdf
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 G1.20 20758.00 11/30/2018
CODE SUMMARY #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
G1.21CODE PLANS.pdf
OCCUPANCY AND USE NOTES USEFLOOR AREA PER OCCUPANT (SF / OCC) LABORATORY100 1-HOUR FIRE RATING 2-HOUR FIRE RATING EGRESS PATH LEGEND LEVEL 2 ALTERATIONS WORK AREA WORK AREA EXISTING
ACCESSIBLE ENTRY EXISTING UNISEX ACCESSIBLE RESTROOM ACCESSIBLE DRINKING FOUNTAIN (NEW) EXISTING ACCESSIBLE PASSENGER ELEVATOR LEVEL 2 ALTERATIONS LECTURE HALL EXIT 1 36" DOOR / 0.15
= 240 42" STAIR / 0.2 = 210 EXIT CAPACITY = 210 LECTURE HALL EXIT 2 36" DOOR / 0.15 = 240 42" STAIR / 0.2 = 210 EXIT CAPACITY = 210 EXIT 1 65" DOOR / 0.15 = 433 65" STAIR / 0.2 = 325
EXIT CAPACITY = 325 EXIT 2 60" DOOR / 0.15 = 400 197" STAIR / 0.2 = 985 EXIT CAPACITY = 400 EXIT 4 40" DOOR / 0.15 = 266 EXIT CAPACITY = 266 EXIT 3 65" DOOR / 0.15 = 433 96" STAIR /
0.2 = 480 EXIT CAPACITY = 433 EXIT 5 44" DOOR / 0.15 = 280 62" STAIR / 0.2 = 310 EXIT CAPACITY = 280 TOTAL EXIT CAPACITY = 2,124 106' TRAVEL DISTANCE LAB 4,345 SF 44 OCC @ 100 SF/OCC
116' TRAVEL DISTANCE WORK AREA 15 15 14 NEW ACCESSIBLE UNISEX RESTROOM LEVEL 2 ALTERATIONS ACCESSIBLE DRINKING FOUNTAIN (NEW) EXISTING WOMEN'S ACCESSIBLE RESTROOM FUTURE CONTROL ZONE
STAIR 1 66" STAIR / 0.2 = 330 56" DOOR / 0.15 = 373 EXIT CAPACITY = 330 STAIR 2 66" STAIR / 0.2 = 330 56" DOOR / 0.15 = 373 EXIT CAPACITY = 330 STAIR 3 44" STAIR / 0.2 = 220 40" DOOR
/ 0.15 = 266 EXIT CAPACITY = 220 TOTAL EXIT CAPACITY = 880 WORK AREA LAB 3,386 SF 34 OCC @ 100 SF/OCC 80' TRAVEL DISTANCE 78' TRAVEL DISTANCE 9 1312 LEVEL 2 ALTERATIONS ACCESSIBLE DRINKING
FOUNTAIN (NEW) EXISTING UNISEX ACCESSIBLE RESTROOM CONTROL ZONE STAIR 1 46" STAIR / 0.2 = 230 56" DOOR / 0.15 = 373 EXIT CAPACITY = 230 STAIR 2 44" STAIR / 0.2 = 220 56" DOOR / 0.15
= 373 EXIT CAPACITY = 220 STAIR 3 44" STAIR / 0.2 = 220 46" DOOR / 0.15 = 266 EXIT CAPACITY = 220 TOTAL EXIT CAPACITY = 670 Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated G1.21 20758.00 11/30/2018 CODE PLANS SCALE : 1" = 20'-0" 1 LEVEL 0 - CODE PLAN
SCALE : 1" = 20'-0" 2 LEVEL 1 - CODE PLAN SCALE : 1" = 20'-0" 3 LEVEL 2 - CODE PLAN SCALE : 1" = 20'-0" 4 LEVEL 3 - CODE PLAN #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
G2.00MOUNTING HEIGHT SCHEDULE.pdf
10"4' - 0" 1'-6" MIRROR ACCESSIBLE LAVORATORY ACCESSIBLE TOILET AND ACCESSORIES GRAB BAR TOILET PAPER DISPENSER GRAB BAR ACCESSIBLE TOILET AND ACCESSORIES (BEHIND TOILET) SOAP DISPENSER
PAPER TOWEL DISPENSER L C L C FIRE EXTINGUISHER CABINETFIRE ALARM PULL STATION FIRE ALARM AUDIO/VISUAL ALARM 6" MIN. 7' - 2" 3' - 10" 4' - 0" CEILING L C L C LIGHT SWITCHHIGH ELECTRICAL
OUTLET OR RACEWAY (EQUIPMENT AND SUPPORT ROOM) DATA OUTLETCARD READER WALL PHONE 3' - 10" 1' - 6" 3' - 10" 3' - 10" L C 1' - 6" THERMOSTAT 3' - 10" MOP AND BROOM HOLDER WALL MOUNTED
EXIT SIGN 6' - 0" LAB COAT HOOKS 6" 1' - 6" 4' - 0" SANITARY NAPKIN DISPOSAL 2' - 11" 2' - 0" 1' - 5"1' - 9" 1' - 2" PLUMBING ACCESS PANEL TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL
TOILET PAPER DISPENSER ELECTRICAL OUTLET 5' - 0" ALARM CONNECTION 5' - 0" TELEPHONE 1' - 6" DATA OUTLET ELECTRICAL OUTLET 3' - 5" MOVABLE BENCH AT WALL 3' - 1" TELEPHONE OUTLET TURRETS
AT NONBACKSPLASH LOCATIONS DATA OUTLET ELECTRICAL OUTLET 3' - 8" ADA COUNTER / BENCH 2' - 10" LED TASK SWITCH TELEPHONE OUTLET TURRETS AT NONRACEWAY LOCATIONS RACEWAY (@ TOP OF BACKSPLASH,
TYP.) 7' - 4" LED SHELVING RECEPTACLE 8' - 0" CO2 SERVICE AT INCUBATORS 1' - 6" SERVICE AT BIOSAFETY CABINETS EXIT 4" EQEQ 7' - 0" 4' - 7" WALL SHELVING ABOVE COUNTER OR / TABLE 6'-0"
@ WIREMOLD 7' - 4" PURE WATER TAP 8' - 0" EMERGENCY SHOWER ACCESSIBLE LAVORATORY 27" MIN 6" MAX11" MIN 8" MINPROFILE OF REQUIRED ACCESSIBLE KNEE AND TOE CLEARANCE T.O. HOOK 1' - 6"
3'-2'' TO T.O. OPPERABLE PART 1' - 0" ACCESSIBLE URINAL B.O. MIRROR 4' - 10" T.O. GRAB BAR 2' - 11" T.O. GRAB BAR SANITARY NAPKIN DISPENSER 3' 2" TO T.O. OPPERABLE PART . EXIT 55"
AFF B.O. TACTILE CHARACTERS TACTILE EXIT SIGN @ EGRESS STAIRWAY EXIT PASSAGEWAY + EXIT DISCHARGE L C 3' - 10" A.E.D. CABINET 15" TO RIM 3' - 0" 3' - 4" GRAB BAR 4' - 6" DATA OUTLET
ELECTRICAL OUTLET 4' - 0" COUNTER W/ BACKSPLASH 3' - 1" LED TASK SWITCH TELEPHONE OUTLET TURRETS AT NONRACEWAY LOCATIONS 2" 55" AFF B.O. TACTILE CHARACTERS 2" WALL MOUNTED ROOM SIGN
17" MIN 9" 3'-4"1'-6" 7" RACEWAY AT ALCOVE 4'-0" 6" 18 1/2" T.O. SEAT 3'-0" 3'-2'' TO T.O. OPPERABLE PART 6" BELOW B.O. GRAB BAR L C 3' 2" TO T.O. OPPERABLE PART TOILET SEAT COVER
DISPENSER 8" MIN 2'-10" 2'-3" MIN 6" MAX 9" MIN 3'-0" 1'-5" MIN DRINKING FOUNTAIN Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" G2.00 20758.00 11/30/2018 MOUNTING HEIGHT SCHEDULE #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
M0.10HVAC - NOTES AND ABREVIATIONS.pdf
SQUARE FEET ENTERING AIR TEMPERATURE SQFT EAT VARIABLE FREQUENCY DRIVE VARIABLE VOLUME EXHAUST AIR TERMINAL BOX WET BULB TEMPERATURE VARIABLE VOLUME SUPPLY AIR TERMINAL BOX LAT KW IN
HX HZ HW HWS HWR HRC HR HP HPS HPR HD LEAVING AIR TEMPERATURE KILOWATT INCHES HEAT EXCHANGER HERTZ HEAT RECOVERY COIL - GLYCOL HOT WATER SUPPLY HOT WATER RETURN HIGH PRESSURE STEAM
(>15 psig) HIGH PRESSURE CONDENSATE RETURN HOT WATER HOUR HEAD HORSEPOWER GS HB GR GALV GA FT FTR FPM FLEX FCV FD FA FCU F EXH EWT ESP ET ER ELEC EF EG HOSE BIBB CONN W/CHAINED CAP
GLYCOL SUPPLY GALVANIZED GLYCOL RETURN FINNED TUBE RADIATION GAUGE FEET FEET PER MINUTE WB W/O WG WMS W/ W VFD VVE VV VD V WITHOUT WATER GAUGE WIRE MESH SCREEN WITH WIDTH VOLUME DAMPER
VENT FLOW CONTROL VALVE FIRE DAMPER (W/ ACCESS DOOR) FLEXIBLE FAN COIL UNIT FREE AREA FAN EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXHAUST REGISTER EXHAUST EXPANSION TANK
EXHAUST FAN ELECTRICAL EXHAUST GRILLE TEMPERATURETEMP UV TYP UNIT VENTILATOR TYPICAL STM SUP STL STDBY SS STANDBY STEAM STAINLESS STEEL SUPPLY STEEL POUNDS PER CUBIC FOOT REVOLUTIONS
PER MINUTE PROCESS CHILLED WATER PROCESS CHILLED WATER RETURN (REFER TO CONTROLS LEGEND ABBREVIATIONS FOR ADDITIONAL NOMENCLATURE) COMBINATION AUTOMATIC SMOKE/FIRE DAMPER POUNDS PER
SQUARE INCH GAUGE SOUND ATTENUATOR PRESSURE REDUCING VALVE PUMPED CONDENSATE LEAVING WATER TEMPERATURE LOW PRESSURE STEAM (0-15 psig) LOW PRESSURE CONDENSATE RETURN NUMBERNO. EA DOV
DN DIM DDCFP DDC CWS D DB CWR CP CHWS CLG CHW CHWR CC CFM CD CRAC BOD BHP RETURNRET DRAIN OFF VALVE DIRECT DIGITAL CONTROL FIELD PANEL DIRECT DIGITAL CONTROL EACH DOWN DIMENSION DRY
BULB TEMPERATURE CONDENSER WATER SUPPLY CONDENSER WATER RETURN DRAIN SF SQ SPECS SFD SDET SD SCH SATT SUPPLY FAN WITH ACCESS DOOR SQUARE SPECIFICATIONS SMOKE DETECTOR SMOKE DAMPER SCHEDULE
RR RPM RM RLF RG RHC RH RF RETURN REGISTER RELIEF ROOM RETURN FAN REHEAT COIL RELATIVE HUMIDITY RETURN GRILLE CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSATE PUMP CHILLED WATER
CEILING BOTTOM OF DUCT CUBIC FEET PER MINUTE COMPUTER ROOM AIR CONDITIONING UNIT BRAKE HORSEPOWER COOLING COIL CEILING DIFFUSER PRESSURE DROPPD PROCHW PROCHWR PSIG PRV PLBG PLUMBING
PCF PC P OED OA NTS OPEN END DUCT PUMP OUTSIDE AIR NOT TO SCALE GENERIC HVAC ABBREVIATIONS AS AAV ATV ATC ARCH AHU ACD AF AD ACV AUTOMATIC AIR VENT ATMOSPHERIC VENT AUTOMATIC TEMPERATURE
CONTROL AIR HANDLING UNIT AIR SEPARATOR ARCHITECT AUTOMATIC CONTROL VALVE AUTOMATIC CONTROL DAMPER AIR FOIL ACCESS DOOR NO NIC NC N/A MTD MAV MIN MFR NORMALLY OPEN NOT IN CONTRACT NORMALLY
CLOSED NOT APPLICABLE MANUAL AIR VENT MOUNTED MINIMUM MANUFACTURER MECH LWT LPS LPR LF MECHANICAL LINEAR FEET TEFC VERT TSP GALLONS PER MINUTE H GPM HEIGHT VTR GENERAL EXHAUSTGE FPI
FINS PER INCH TDH TE TD STD SP ENERGY MANAGEMENT SYSTEM EQUIP EMS EQUIPMENT TOTAL STATIC PRESSURE VENT THROUGH ROOF VERTICAL TOTALLY ENCLOSED FAN COOLED THERMODYNAMIC TRAP TOILET EXHAUST
TOTAL DYNAMIC HEAD STATIC PRESSURE STANDARD KVA LAB MBH MAX NPSH OS&Y POS RA LB PH BRITISH THERMAL UNIT CG BTU CEILING GRILLE OB OC OBD NC AVG AVERAGE ADJ ADJUSTABLE L RETURN AIR POUND
OUTSIDE STEM AND YOKE PROVIDED BY OTHER SECTION(S) PHASE OCTAVE BAND ON CENTER OPPOSED BLADE DAMPER NET POSITIVE SUCTION HEAD NOISE CRITERIA THOUSAND BRITISH THERMAL UNITS PER HOUR
LABORATORY MAXIMUM LENGTH KILOVOLT AMPERE BACKWARD INCLINEDBI Ø DIAMETER DEGREES FAHRENHEIT°F -FC FORWARD CURVED FLTR FILTER DWG DRAWING HOT WATER REHEAT COILHWRHC PROCESS CHILLED WATER
SUPPLYPROCHWS SA SUPPLY AIR HYDRONIC SYSTEM SPECIFIC ABBREVIATIONS AIR SYSTEM SPECIFIC ABBREVIATIONS STEAM SYSTEM SPECIFIC ABBREVIATIONS HEAT RECOVERY UNITHRU BTUH BRITISH THERMAL UNIT
PER HOUR OPEN DRIP PROOFODP MCA MINIMUM CIRCUIT AMPS HEAT EXCHANGERHX ST STEAM TRAP ATD AIR TERMINAL DEVICE HVAC GENERAL NOTES GENERAL: 1. HVAC GENERAL NOTES, SYMBOLS LIST AND DETAILS
ARE APPLICABLE TO ALL "M" SERIES DRAWINGS. 2. DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE CAPACITY, SIZE, APPROXIMATE LOCATION AND GENERAL ARRANGEMENT. DETERMINE EXACT LOCATION
OF SYSTEMS AND COMPONENTS IN FIELD. 3. DRAWINGS CANNOT BE FULLY AND CORRECTLY INTERPRETED WITHOUT REFERENCE TO LEGENDS, DETAILS, SCHEDULES AND SPECIFICATIONS. IT IS THE INTENT OF THE
DRAWINGS TO SHOW THE INSTALLATION, AS DETAILED BY THE TYPICAL ARRANGEMENTS. ITEMS SHOWN ONCE ON FLOOR PLANS, ELEVATIONS, DETAILS OR DIAGRAMS MAY NOT BE REPEATED IN FULL FOR OTHER TYPICAL
INSTANCES. 4. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. PROVIDE INFORMATION AND HARDWARE TO COORDINATE CONCRETE PADS AND STEEL PLATFORMS REQUIRED FOR MECHANICAL WORK.
6. COORDINATE ROOF AND WALL PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS. 7. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING
INSERTS. ALL DUCTWORK SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. 8. INSTALL SENSORS (TEMPERATURE, HUMIDITY, CO2, THERMOSTATS) AT LOCATIONS SHOWN
ON PLANS OR AS DIRECTED BY ARCHITECT. MOUNTING HEIGHT AFF SHALL COMPLY WITH ADA AND SHALL BE MOUNTED LEVEL WITH ADJACENT SWITCHES (E.G. LIGHT SWITCHES). 9. COORDINATE WORK OF THIS SECTION
WITH THAT OF OTHER SECTIONS. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL
BE PROVIDED AT NO ADDITIONAL COST. 10. ACCESS PANELS SHALL BE PROVIDED TO CLEAN COILS AND SERVICE DAMPERS, HEATERS, VALVES AND ALL CONCEALED MECHANICAL EQUIPMENT. 11. SUPPORT ALL EQUIPMENT,
PIPING AND DUCTWORK FROM BUILDING STRUCTURE. PROVIDE VIBRATION ISOLATION. FOR ROTATING EQUIPMENT, DUCTWORK AND PIPING IN ACCORDANCE WITH THE SPECIFICATIONS. PROVIDE TO THE CONSTRUCTION
MANAGER OR GENERAL CONTRACTOR A LIST OF ALL WEIGHTS AND METHODS OF SUPPORT FOR COORDINATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 12. ALL CONTROL WIRE AND CONDUIT SHALL
COMPLY WITH NATIONAL ELECTRIC CODE AND DIVISION 26. 13. ALL MATERIAL AND EQUIPMENT SHALL BE NEW. 14. ELEMENTS OF THE WORK SHALL BE INSTALLED IN A MANNER SUCH THAT AT SUBSTANTIAL COMPLETION
THE FOLLOWING ITEMS, NEW OR EXISTING SHALL BE "FULLY AND REASONABLY ACCESSIBLE": HVAC CONTROL BOXES, JUNCTION BOXES, VALVES (OF EVERY SHAPE, SORT AND FUNCTION), DDC CONTROL BOXES,
ELECTRICAL PANELS, FILTERS, BELTS, WATER COILS, DISCONNECT SWITCHES, AND MAINTENANCE ACCESS ELEMENTS INCLUDING PULL SPACE. a. "FULLY AND REASONABLY ACCESSIBLE" SHALL BE DEFINED AS:
NATIONAL ELECTRIC CODE REQUIRED CLEARANCE FOR POWERED EQUIPMENT AND CAPABLE OF BEING ACCESSED FOR SERVICE, REPAIR OR REPLACEMENT BY AN AVERAGE SIZED INDIVIDUAL (ON A LADDER IF NECESSARY)
AND CAPABLE OF BEING SERVICED OR REMOVED WITHOUT REMOVING OR MODIFYING OR DISTORTING OTHER COMPONENTS OF THE WORK. THE DESIGN INTENT PROVIDES A MINIMUM 2' x 2' x 2' ZONE FOR MAINTENANCE.
b. CONFLICT WITH MEETING THESE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IN A TIMELY MANNER AND SHALL BE CORRECTED AT NO ADDITIONAL COST. AIR SYSTEM
SPECIFIC NOTES: 1. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL
DIMENSIONS BEFORE FABRICATION. 2. SHEETMETAL FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES SHALL BE ALLOWED WITHOUT PRIOR CONSENT FROM ARCHITECT/ENGINEER. 3. REFER TO SPECIFICATIONS
FOR DUCTWORK CONSTRUCTION CLASSES, SEAL, AND LEAKAGE CLASSES. 4. EXTERIOR LOUVERS ARE INDICATED FOR LOCATION ONLY. 5. SMOKE DETECTORS SHALL BE FURNISHED AND WIRED TO THE FIRE ALARM
SYSTEM BY DIVISION 28. DIVISION 23 SHALL MOUNT THE DETECTORS IN DUCTWORK, WHERE REQUIRED BY CODE AND DIVISION 23, DIVISION 23 SHALL WIRE THE DETECTORS TO THE BAS SYSTEM AND FAN STARTERS
FOR SHUTDOWN. 6. SMOKE DAMPERS SHALL BE UL555S LISTED. FIRE DAMPERS SHALL BE UL555 LISTED. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND SMOKE/FIRE DAMPERS AND ASSOCIATED ACCESS PANELS WHERE
DAMPERS ARE SHOWN ON DRAWINGS IN COMPLIANCE WITH APPLICABLE BUILDING AND MECHANICAL CODES AND NFPA 90A. ACCESS DOOR DIMENSIONS SHALL MEET REQUIREMENTS OF NFPA 90A AND NFPA 80. 7. REFER
TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR TERMINAL DEVICES. 8. DIFFUSER SIZES SHOWN ARE NECK SIZES; REGISTER AND GRILLE SIZE ARE NOMINAL. REFER TO DIFFUSER SCHEDULE FOR
DUCT RUN-OUT SIZES. 9. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND AIR HANDLING UNITS UNLESS INTERNALLY ISOLATED. ALL DUCTS TO BE GROUNDED ACROSS FLEXIBLE CONNECTION
WITH FLEXIBLE COPPER GROUNDING STRAPS. 10. THE INSIDE OF DUCTWORK AND ALL MECHANICAL COMPONENTS VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK. 11. ALL RETURN AIR
OPENINGS ABOVE CEILING SHALL BE PROVIDED WITH A 1/2" MESH ALUMINUM SCREEN (80% FREE AREA MINIMUM). 12. INSULATE DUCTWORK: PERFORM TESTS BEFORE INSULATING. 13. ELBOWS IN DUCT SYSTEMS
SHALL BE FULL RADIUS (CENTERLINE RADIUS = 1.5 DUCT WIDTH) WHERE SPACE PERMITS. WHERE LIMITED CLEARANCE OCCURS, PROVIDE SHORT RADIUS ELBOW WITH FULL LENGTH SPLITTER VANES PER SMACNA.
MITERED (SQUARE) ELBOWS WITH TURNING VANES SHALL NOT BE USED. 14. MANUAL DAMPERS ARE NOT SHOWN ON THE DRAWINGS IN ORDER FOR DRAWING CLARITY. PROVIDE MANUAL ADJUSTABLE DAMPERS ON EACH
LOW PRESSURE SUPPLY RETURN AND EXHAUST DUCT TAKE OFF, AND AT EACH TAKE OFF TO REGISTERS, GRILLES AND DIFFUSERS. 15. UNLESS OTHERWISE NOTED, DUCTWORK CONNECTING TO DIFFUSERS OR VARIABLE
VOLUME AIR TERMINAL UNITS SHALL BE SIZED PER EQUIPMENT/DIFFUSER CONNECTION SIZE. PIPING SPECIFIC NOTES: 1. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER CERTIFIED DRAWINGS. VERIFY
AND PROVIDE FITTINGS TO TRANSITION TO FURNISHED EQUIPMENT CONNECTION SIZES. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 2. ALL CONDENSATE DRAIN LINES SHALL BE PIPED
FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, CONNECTED TO BUILDING DRAINAGE SYSTEMS. SIZE DEPTH OF TRAP FOR ASSOCIATED AIR PRESSURE DIFFERENTIAL. REFER TO DETAIL ON DRAWINGS.
3. PERFORM TEST BEFORE INSULATING PIPING. 4. PROVIDE HANGERS, CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES TO PREVENT STRESS ON PIPING. 5. PROVIDE VENTS AT HIGH POINTS IN PIPING
SYSTEMS AND DRAIN VALVES AT LOW POINTS. 6. PROVIDE AT LEAST THREE-ELBOW SWING FOR PIPE TAKE-OFFS TO TERMINAL EQUIPMENT AND RISERS. 7. ISOLATION VALVES IN PIPING SYSTEMS ARE NOT SHOWN
ON PLANS (FOR CLARITY) BUT ARE REQUIRED AT ALL PIPE BRANCHES AND CONNECTIONS TO EQUIPMENT REFER TO DETAIL SHEETS AND FLOW DIAGRAMS. 8. PITCH HYDRONIC (WATER) PIPING UPWARD IN DIRECTION
OF FLOW. PITCH STEAM AND CONDENSATE PIPING DOWNWARD IN DIRECTION OF FLOW. PITCH FUEL OIL PIPING TOWARD TANK. REFER TO SPECIFICATIONS FOR REQUIRED PITCH (I.E. GRADE OR SLOPE). 9. REFER
TO EQUIPMENT SCHEDULES FOR PIPE RUN-OUT SIZES TO INDIVIDUAL PIECES OF EQUIPMENT. 10. UNLESS OTHERWISE NOTED, PIPING CONNECTING TO TERMINAL UNITS SHALL BE SIZED PER SCHEDULE. EXISTING
EQUIPMENT TO BE RELOCATEDXR XN XM X NEW LOCATION OF RELOCATED EQUIPMENT EXISTING EQUIPMENT TO REMAIN EXISTING EQUIPMENT TO BE REMOVED 1. SITE VISIT: BEFORE SUBMITTING BID, VISIT AND
CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK OF THIS SECTION. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY
WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVER. SITE VISIT IS PARTICULARLY IMPORTANT BECAUSE THIS IS RENOVATION WORK. 2. EXISTING CONDITIONS AND
PREPARATORY WORK: BEFORE STARTING WORK IN A PARTICULAR AREA OF THE PROJECT, VISIT SITE AND EXAMINE CONDITIONS UNDER WHICH WORK MUST BE PERFORMED INCLUDING PREPARATORY WORK DONE UNDER
OTHER SECTIONS OR CONTRACTS BY OWNER. REPORT CONDITIONS THAT MIGHT AFFECT WORK ADVERSELY IN WRITING TO ARCHITECT AND OWNER. DO NOT PROCEED WITH WORK UNTIL DEFECTS HAVE BEEN CORRECTED
AND CONDITIONS ARE SATISFACTORY. COMMENCEMENT OF WORK SHALL BE CONSTRUED AS COMPLETE ACCEPTANCE OF EXISTING CONDITIONS AND PREPARATORY WORK. 3. DEMOLITION SHALL BE COORDINATED WITH
OWNER, ARCHITECT, GENERAL CONTRACTOR, CONSTRUCTION MANAGER AND ENGINEER. 4. PROVIDE MECHANICAL DEMOLITION TERMINATION; CUT, VALVE AND CAP. DROP MECHANICAL DISTRIBUTION TO FLOOR. REMOVAL
OF SYSTEM EQUIPMENT SHALL BE BY THE HVAC CONTRACTOR. 5. PROVIDE 2 WEEKS NOTICE TO OWNER OPERATIONS FOR SHUT DOWN OF ANY SERVICES AND/OR SYSTEMS. 6. REFER TO ALL DRAWINGS FOR GENERAL
DESCRIPTION OF AREAS REQUIRING DEMOLITION. 7. REFER TO CONSTRUCTION MANAGER INSTRUCTIONS FOR ALL EXISTING EQUIPMENT AND MATERIALS THAT SHALL REMAIN THE PROPERTY OF THE OWNER. 8. ITEMS
OF VALUE WHICH ARE NOT DIRECTED TO BE RETURNED TO THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF. STORAGE OR SALE OF ITEMS
ON THE PROJECT SITE IS PROHIBITED. 9. PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY.
PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST.
10. UTILITIES: MAINTAIN ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL OR RELOCATION. KEEP UTILITIES IN SERVICE AND PROTECT FROM DAMAGE. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED AREAS
WITHOUT FIRST OBTAINING PERMISSION FROM THE CLINET IN WRITING. PROVIDE TEMPORARY SERVICES. 11. DRAWINGS ARE DIAGRAMMATIC ONLY AND REFLECT OVERALL SYSTEM REMOVAL. NOT EVERY ITEM OR COMPONENT
OF A SYSTEM IS SHOWN. 12. PROVIDE SHUT DOWN OF SERVICES (FANS, PUMPS, AHUS, ETC.) AND TRACING OF ALL RISERS WITHIN BASE BID. 13. CONFIRM SUPPLY AND EXHAUST SYSTEM AIRFLOW CAPACITY OF
ALL SYSTEMS, INCLUDING SYSTEMS NOT MODIFIED AS PART OF PHASE 1, IN BUILDING THROUGH PRE-CONSTRUCTION TESTING AND BALANCING REPORTS OF SYSTEMS TO BE EXTENDED. REPORTS SHALL INCLUDE COMPLETE
FAN INFORMATION, CFM, ESP, TSP, RPM, VOLTS, AMPS AND VFD SPEEDS. PROVIDE AIRFLOW IN CFM AND DUCT STATIC PRESSURE MEASUREMENTS IN DUCT SYSTEMS TO DOCUMENT PERFORMANCE AT ALL SPACES IN
BUILDING INCLUDING SPACES NOT MODIFIED AS PART OF PHASE 1. 14. CONFIRM HYDRONIC SYSTEM CAPACITY THROUGH PRE-CONSTRUCTION TESTING AND BALANCING REPORTS OF SYSTEMS TO BE EXTENDED. REPORTS
SHALL INCLUDE PIPE SIZE, FLOW RATE, SUPPLY PRESSURE AND RETURN PRESSURE. PROVIDE HYDRONIC SYSTEM FLOW (GPM) AND PIPE SYSTEM PRESSURE (PSIG) MEASUREMENTS IN PIPING SYSTEMS TO DOCUMENT
PERFORMANCE AT ALL SPACES SERVED BY SYSTEM, BOTH WITHIN PROJECT WORK SCOPE AREA AND BEYOND PROJECT WORK SCOPE AREA. 15. CONFIRM STEAM PIPING CAPACITY THROUGH PRE-CONSTRUCTION TESTING
AND BALANCING REPORTS OF SYSTEMS TO BE EXTENDED. REPORTS SHALL INCLUDE PIPE SIZE AND STEAM PRESSURE (PSIG) WITH ALL EQUIPMENT OPERATIONAL TO DOCUMENT PERFORMANCE AT ALL SPACES SERVED
BY SYSTEM, BOTH WITHIN PROJECT WORK SCOPE AREA AND BEYOND PROJECT WORK SCOPE AREA. RENOVATION PRE-BID SITE VISIT AND DEMOLITION NOTES ADA AMERICANS WITH DISABILITIES ACT CBR CBS CHILLED
BEAM WATER RETURN CHILLED BEAM WATER SUPPLY AFF ABOVE FINISHED FLOOR AHU-A SEPARATE PREHEAT/RECOVERY COIL ALTERNATE 1. LENGTHEN AHU TO ACCOMMODATE 2-ROW PRE-HEAT COIL BETWEEN ENERGY
RECOVERY COIL AND COOLING COIL WITH ADDITIONAL ACCESS ZONE. ADD ADDITIONAL VALVES AND PIPING COMPONENTS TO ACCOMMODATE NEW COIL.a 2. PROVIDE 50 GPM RE-CIRCULATING FREEZE PROTECTION
PUMP FOR NEW HEATING COIL. 3. REMOVE P-6 SINCE ENERGY RECOVERY DOES NOT REQUIRE REDUNDANCY. 4. RE-CONFIGURE PIPING SO ENERGY RECOVERY LOOP DOES NOT GO THROUGH HEAT EXCHANGERS. 5. HX-2
BECOMES HX-4A AND HX-3 IS REMOVED FROM SCOPE. HX-4A WILL CONNECT TO EXISTING PRE-HEAT LOOP IN BASEMENT TO PROVIDE ADDED CAPACITY FOR AHU PRE-HEAT. PUMP SIZING IS ADEQUATE BUT MAY NEED
TO RUN BOTH SIMULTANEOUSLY INSTEAD OF LEAD/LAG. 6. UPDATE CONTROLS TO ACCOMMODATE THIS CHANGE. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M0.10 29313.00 11/30/18 HVAC - NOTES AND ABREVIATIONS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M0.20HVAC - LEGEND.pdf
E PT TD F&T AAV TAG NO TAG NO RH HOOD VFD C C C C PH C RH SV 2.1 P 1 EV 2.1 AHU A SATT 1 EF A.1 FCU 1 (XN)VSV-100 150/150 100 0.5 HX 1 ET 1 RCP 1 STEAM PRESSURE GAUGE WITH A GAUGE COCK
AND COIL SYPHON THREE WAY AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR AUTOMATIC AIR VENT WITH ISOLATION VALVE UNION OR FLANGE (AS INDICATED
BY PIPE SIZE - SEE SPEC.) THREE WAY AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR STRAINER W/BALL VALVE, HOSE BIBB & CAP (GATE VALVE
FOR STEAM) BALL VALVE WITH HOSE BIBB, CAP & CHAIN (DRAIN VALVES) BUTTERFLY VALVE WITH MEMORY STOP (BALANCING VALVE) BALL VALVE WITH MEMORY STOP (BALANCING VALVE) COMBINATION FLOWMETER/SHUT
OFF/BALANCING VALVE (CIRCUIT SETTER) TOP TAKEOFF DROP (DOUBLE LINE - PLAN VIEW) PIPE BREAK (DOUBLE LINE) DIRECTION OF FLOW IN PIPE BOTTOM TAKEOFF CLEAN-OUT FOR CONDENSATE DRAIN RISE
(DOUBLE LINE - PLAN VIEW) PIPE BREAK (SINGLE LINE) DIRT LEG DROP (SINGLE LINE - PLAN VIEW) RISE (SINGLE LINE - PLAN VIEW) EXPANSION JOINT FLEXIBLE CONNECTION ANCHOR PIPE GUIDE THERMODYNAMIC
STEAM TRAP MANUAL AIR VENT PRESSURE/TEMPERATURE WELL VACUUM BREAKER BLIND FLANGE FLOAT & THERMOSTATIC STEAM TRAP THERMOMETER PRESSURE GAUGE WITH GAUGE CLOCK END CAP SAFTEY RELIEF VALVE
FLOW MEASURING DEVICE FLOW SWITCH CHECK VALVE PRESSURE REDUCING VALVE BUTTERFLY VALVE BALL VALVE PIPING LEGEND SERVICE EQUIPMENT NOT REQUIRING ELECTRIC VB FM SUPPLY LINES FUTURE DEMO/EXISTING
TO BE REMOVED NEW WORK EXISTING RETURN LINES CO EQUIPMENT TAG SYMBOLS & ABBREVIATIONS EXAMPLE EQUIPMENT TAGS: SUPPLY VALVE PUMP AIR HANDLING UNIT EXHAUST VALVE EXPANSION TANK CONDENSATE
PUMP AIR SEPARATOR LABORATORY HOOD FINNED TUBE RADIATION VARIABLE FREQUENCY DRIVE COOLING COIL REHEAT COIL CHEMICAL FEED SYSTEM SHELL AND TUBE HEAT AIR TERMINAL BOX WITH EXCHANGER REHEAT
COIL OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER W/ MODULATING ACTUATOR W/ MODULATING ACTUATOR W/ TWO POSITION ACTUATOR AIR TERMINAL BOX PARALLEL BLADE DAMPER W/ TWO POSITION ACTUATOR
OPPOSED BLADE DAMPER AIR VALVE FLOW DIAGRAM AND CONTROL DIAGRAM EQUIP SYMBOLS PREHEAT COIL FILTER BANK INLINE CENTRIFUGAL FAN CENTRIFUGAL FAN PUMP REFER TO DRAWING FOR CONTINUATION
SYMBOL DESIGNATES ASSOCIATED SYSTEM OR SERVICE (S15, LPS, LPR) SHEET NUMBER REVISION NUMBER DETAIL DESIGNATION SHEET NUMBER SECTION DESIGNATION CALL OUT SYMBOLS CONNECT NEW TO EXISTING
DESIGN CFM A(200) AAV BLANKED FOR 1-WAY BLOW SUPPLY DIFFUSER BLANKED FOR 2-WAY BLOW SUPPLY DIFFUSER BLANKED FOR 3-WAY BLOW SUPPLY DIFFUSER SELF-CLOSING FIRE DAMPER W/ACCESS DOOR COMBINATION
SMOKE/FIRE DAMPER W/ACCESS DOOR ROOF EXHAUST FAN ROOF EXHAUST FAN RETURN OR EXHAUST AIR FLOW AUTOMATIC CONTROL DAMPER W/ACCESS DOOR MANUAL VOLUME DAMPER SUPPLY AIR FLOW UC 1/2" UNDERCUT
DOOR SFD OR FD ACD DIFF/GRILLE HARD ACOUSTICALLY LINED DUCT ELBOW CEILING DUCT MTD DIFF/GRILLE TAKEOFF TO BULLHEAD SPLIT SUPPLY RING DUCT TAKEOFF TO GOOD FOR BOOT BY LINEAR FLEXIBLE
OPEN END DUCT W/VD & 1/2"x1/2" WMS DUCT LD MFR SUPPLY CEILING LINEAR DIFFUSER (W/ 1" INTERNALLY LINED SM PLENUM) BRANCH CONN W/VD FOR EVERY 4' OF LINEAR DIFFUSER SUPPLY SIDEWALL RETURN/EXHAUST
REGISTER/GRILLE SIDEWALL DUCT MTD BULLHEAD CONVERGE 90° TAKE-OFF DUCT RING SINGLE LINE RISE/DROP DUCTWORK SINGLE LINE STANDARD RADIUS ELBOW SUPPLY/RETURN EXHAUST ( R = W ) w R SUPPLY
DUCT DOWN SUPPLY DUCT UP DOUBLE LINE EXHAUST SUPPLY/RETURN/ RISE OR DROP /EXHAUST SUPPLY/RETURN OFFSET HORIZONTAL RISE/DROP DUCT DOWN RETURN/EXHAUST DUCT UP RETURN/EXHAUST DOUBLE LINE
STANDARD 4-WAY BLOW SUPPLY DIFFUSER OR OR VD ROUND RETURN OR EXHAUST DUCT UPROUND SUPPLY DUCT UP SHOWN ON ROOF SHOWN ON FLOOR PLAN ROUND SUPPLY DUCT DN EXHAUST DUCT DN ROUND RETURN
OR W/BRANCH TAKE-OFF VOLUME DAMPER VOLUME DAMPER W/BRANCH TAKE-OFF W/BRANCH TAKE-OFF VOLUME DAMPER VOLUME DAMPER (VD W/BRANCH TAKE-OFF VOLUME DAMPER W/BRANCH TAKE-OFF FOR EVERY 4' OF
BRANCH CONN W/VD LINED SM PLENUM) (W/ 1" INTERNALLY LINEAR IN LOW PRESSURE SYSTEMS ONLY) EXISTING DUCT TO BE REMOVED NEW DUCT LINETYPE EXISTING DUCT LINETYPE REFER TO CONTROLS LEGEND
SHEET FOR SYMBOLS USED ON FLOOR PLANTS TO INDICATE LOCATION OF TEMPERATURE SENSORS/THERMOSTATS, HUMIDITY SENSORS, PRESSURE SENSORS AND GAS SENSORS (E.G. CARBON DIOXIDE) SEE SCHEDULE
FOR PERFORMANCE REQUIREMENTS EQUIPMENT REQUIRING ELECTRIC SERVICE SUPPLY OR RETURN AIR RISER DESIGNATION PIPING SYSTEM RISER DESIGNATION POINT OF DISCONNECT SOUND ATTENUATOR EXHAUST
FAN FAN COIL UNIT DIFFUSER, GRILLE, REGISTER LETTER DESIGNATOR (SEE SCHEDULE FOR ATD TYPE) (XM)CD(100) DENOTES AN EXISTING DIFFUSER TO BE REBALANCED TO 100 CFM. EXISTING TO BE REBALANCED
VARIABLE VOLUME SUPPLY AIR TERMINAL BOX OCCUPIED MAXIMUM/OCCUPIED MINIMUM CFM UNOCCUPIED MINIMUM CFM REHEAT COIL FLOW (GPM) HEAT EXCHANGER EXPANSION TANK RADIANT CEILING PANEL Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M0.20 29313.00 11/30/18 HVAC - LEGEND
# DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M1.00HVAC - LEVEL 0 DEMO.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 KEY NOTES: DEMOLISH CRAC SYSTEM, ASSOCIATED DUCTWORK, AND ASSOCIATED CONTROLS THAT CURRENTLY SERVES SERVER ROOM. DUCTWORK DISTRIBUTION
SYSTEM IN SERVER ROOM IS NOT FULLY MODELED. CONTRACTOR SHALL FIELD COORDINATE DEMOLITION. DEMOLISH PAIR OF 2" ABANDONED PVC PIPES ROUTED IN LOCATIONS SHOWN. CONFIRM PIPES ARE ABANDONED
AND OPEN AT BOTH ENDS BEFORE DEMOLISHING. DEMOLISH 2" CAST IRON PIPE ROUTED IN LOCATION SHOWN. CONFIRM PIPE IS ABANDONED AND OPEN AT BOTH ENDS BEFORE DEMOLISHING. 1 (XM) P-1A (XM) P-1
(XM) HW RADIATION HX (XM) HW RADIATION HX (XM) PFHX-1 (XM)ET-2 (XM)ET-2 (XM)P-3 (XM)ET-3 (XM)P-4 (XM)GLYCOL FEED ASSEMBLY (XM)DUPLEX BASKET STRAINER (XM)AS (XM)AS (XM)HX-4 (XM)HX-3
(XM)P-2 (XM)CHEM BYPASS FEEDER TANK (XM)AERCO DWH (XM)ET-1 (XM)AS (XM)AIR COMPRESSOR (X)CRAC DUCTWORK 1 (XM)SF (XM)20x30(XM)20x30 (X)2" RHWR UP (X)2" RHWS UP (XM)5" CBS&R UP (XM)3"
PHWS/R UP ? ? ? (XM)CHWS/R TO/FROM CAMPUS LOOP (XM)2" PHWS/R (XM)6" SCHWS/R (XM)3" PHWS/R (XM)2-1/2" RHWS/R (XM)5" CBS/R (XM)3" SCHWS/R (XM)CSVB00CA (XM)12"x10" (XM)16x14 SA RISER W/
SFD Room B00UJ Room B78A Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78Room B77 Room B00UK Room B00UA Room B00UB Room B00UC (XM)14x12 EA AIR RISER W/ SFD
(XM)10x6 (XM)10x6 (XM)VSV-B78 (XM)12x10 SA (XR)VEV-B49 (XM)14x12EA 2 2 2 3 3 3 SCOPE OF WORK Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA
02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite
500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant
Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant
Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C.
203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M1.00 29313.00 11/30/18 HVAC - LEVEL 0 DEMO # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope
ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M1.20HVAC - LEVEL 2 DEMO.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 KEY NOTES: EXISTING CHILLED BEAM TO BE RE-USED IN WRITE UP SPACE. REFER TO NEW WORK PLAN FOR LOCATION. CLEAN AND PROTECT DURING RE-LOCATION.
TYPICAL CHILLED BEAM PIPING SUPPLY AND RETURN EXAMPLE SHOWN FOR DRAWING CLARITY. ALL CHILLED BEAM ASSOCIATED PIPING WITHIN PHASE 1 SCOPE TO BE REMOVED. RELOCATE EXISTING VAV TO SERVE
WRITE UP SPACE. REFER TO NEW WORK PLAN FOR LOCATION. CLEAN AND PROTECT DURING TRANSITION. WITHIN THE SCOPE OF WORK, DEMOLISH ALL EXISTING PERIMETER RADIATORS AND ASSOCIATED PIPING.
ALL PERIMTER RADIATORS OUTSIDE OF SCOPE OF WORK SHALL REMAIN OPPERATIONAL. 1 (X)1-1/4" RHWR UP & 1-1/2" HWS DN (X)1-1/4" RHWS UP & 1-1/2" HWR DN (XM)4"DN/3"UP CBS&R (X)2" CBS (X)2"
CBR 2 2 2 (X)CHILLED BEAM (TYP) (X)CB-276-1 (X)CHILLED BEAM (TYP) (XM)CHILLED BEAM (TYP. 4) (XM)26"x20" (XM)16"x10" (XM)16"x8" (X)10"x10" (X)26"x16" (X)22"x20" (X)10"x8" (XR)CB-258-1
(XR)CB-265-1 (XR)CB-265-2 (XR)CB-265-3 1 1 1 1 (X)CB-274-1 (XR)CB-278-21 (XR)CB-278-11 (X)CB-278A-1 (XR)CB-265A-1 1 (XR)CB-265A-2 1 (X)CHILLED BEAM (TYP) (X)CHILLED BEAM (TYP) (XM)SUPPLY
AIR RISER (XM)10"x10" (XM)20"x12" (XM)2" CBS/R (X)3/4" CBS/R (X)3/4" CBS/R (XM)3/4" CBS/R ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? Room 200SD Room 255A Room 270A Room 275A Room 275
Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room 265A Room 252 Room 254 Room 256 Room 260A Room 272 Room 276 Room 278 Room 274 Room 270 Room 267 Room 265B Room 265 Room
200JA Room 200UA Room 200UB 2 (XM) PASSIVE CHILLED BEAM (TYP) (XM) EXPOSED SUPPLY DIFFUSER (TYP) 3 (XR)VSV-274 3 (XM)VSV-265 (XM)VSV-200CA-2 (XM)RG (XM)EG (XM)16"x8" (XM)3"CBS (XM)3"CBR
(XM)22x20 SA (XM)10x10 SA (X)CB-276-2 SCOPE OF WORK 4 2 (X)RADIANT PANEL (TYP)4 (X)RADIANT PANEL (TYP)4 (X)RADIANT PANEL (TYP)4 (X)RADIANT PANEL (TYP)4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M1.20 29313.00
11/30/18 HVAC - LEVEL 2 DEMO # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
M1.30HVAC - LEVEL 3 DEMO.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 (X)1-1/4" RHWR DN (X)1-1/4" RHWS DN (XM)3" CBS&R DN KEY NOTES: EXISTING CHILLED BEAM TO BE RE-USED IN WRITE UP SPACE. REFER TO NEW WORK
PLAN FOR LOCATION. CLEAN AND PROTECT BEFORE RE-USE. TYPICAL CHILLED BEAM PIPING SUPPLY AND RETURN EXAMPLE SHOWN FOR DRAWING CLARITY. ALL CHILLED BEAM ASSOCIATED PIPING WITHIN PHASE
1 SCOPE TO BE REMOVED. WITHIN THE SCOPE OF WORK, DEMOLISH ALL EXISTING PERIMETER RADIATORS AND ASSOCIATED PIPING. ALL PERIMTER RADIATORS OUTSIDE OF SCOPE OF WORK SHALL REMAIN OPPERATIONAL.
1 2 2 2 (X)1-1/4" CBS (X)1-1/4" CBR (X)1-1/4" CBS&R (XR)CB-375-2 (X)CHILLED BEAM (TYP) (X)CHILLED BEAM (TYP) (XM)8"x4" (X)8"x6" (X)8"x6" (XM)2-1/2" CBS&R (XR) 48"x18" (XR) 48"x24" (X)8"x4"
(X)8"x6" (XR)VSV-365G (X)6"x4" (XR)12"x15" (X)CB-365-1 (X)CB-379-1 (X)CB-379-1 ? ? ?? ? ? (X)16"x10" (X)11"x16"(X)10"x10"(X)10"x8" (X)8"x6" (XR) 48"x24" Room 365A Room 365D Room 355
Room 365E Room 365C Room 361 Room 365F Room 358 Room 300CD Room 378 Room 360 Room 300SA Room 375 Room 362 Room 377 Room 352 Room 354 Room 356 Room 365 Room 379 Room 365G Room 300JA
Room 300UA Room 300UB (XM)CHILLED BEAM (TYP) (XM)CHILLED BEAM (TYP) (XM)FD (XM)FD (XM)CB-360-2 (XM)FD 1 (XR)CB-375-11 (XR)CB-377-11 (XR)CB-362-11 (XR)CB-362-21 (XR)CB-361-11 (XR)CB-360-1
1 SCOPE OF WORK 2 3 (X)RADIANT PANEL (TYP)3 2 222222 2 2 2 2 2 2 2 2 2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M1.30 29313.00 11/30/18 HVAC - LEVEL 3 DEMO # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 1/7/18 ADDENDUM 02 DocuSign
Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
M2.00HVAC - LEVEL 0.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 213"x54" 60% FREE AREA LOUVER POS KEY NOTES: AHU-A COOLING COIL SHALL BE CONNECTED TO EXISTING CHW LOOP LOCATED IN ADJACENT MECHANICAL
ROOM. NEW HEAT EXCHANGERS SHALL CONNECT TO EXISITNG LPS LOOP LOCATED IN ADJACENT MECHANICAL ROOM. CONDENSATE SHALL BE RETURNED TO EXISTING RECIEVER. COORDINATE HEIGHT OF INSTALL TO
ENSURE CONDENSATE CAN CONNECT TO TRAP AND COMPONENTS PER DETAIL THEN ROUTE TO EXISTING CONDENSATE PUMP AS SHOWN ON PLAN. RE-LOCATE DUCTWORK TO ACCOMODATE NEW SUPPLY DUCT RISER CONDENSATE
DRAIN FROM FCU SHALL BE PIPED TO NEAREST FLOOR DRAIN AND TERMINATED ABOVE WITH INDIRECT CONNECTION. 2 1 2 3 222 (XM) P-1A (XM) P-1 (XM) HW RADIATION HX (XM) HW RADIATION HX (XM) PFHX-1
(XM)ET-2 (XM)ET-2 (XM)P-3 (XM)ET-3 (XM)P-4 (XM)GLYCOL FEED ASSEMBLY (XM)DUPLEX BASKET STRAINER (XM)AS (XM)AS (XM)HX-4 (XM)HX-3 (XM)P-2 (XM)CHEM BYPASS FEEDER TANK (XM)AERCO DWH (XM)ET-1
(XM)AS (XM) BMS AIR COMPRESSOR (XM) HW PUMP MECHANICAL B00UA Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B00UB Room B00UC 2 1/2" HWS 2 1/2" HWR Room
B00UB Room B00UC (XM)2" PHWS/R (XM)6" SCHWS/R (XM)3" PHWS/R (XM)5" CBS/R (XM)3" SCHWS/R (XM)CHWS/R TO/FROM CAMPUS LOOP (XM)LPS BLOW OFF (XM)CAMPUS STEAM (XM) HPS (XM)5" LPS (XM)CONDENSATE
PUMP FCU 4 2"LPR HX 2 1 AHU A HX 1 HX 3 4" LPS P 3A 4" CHWS 4" CHWR 2" HWS 2" HWR 3" LPC ET 1 GLYCOL FILL STATION CHEMICAL FEEDER P 5 P 6 (XM)10x6 (XM)10x6 (XM)CD(150) (XM)CD(100) (XM)CD(100)
(XM)CD(100) (XM)VSV-B78 (XM)12x10 SA 12"x14" (XN)VEV-B49 3 48"x38" (XM)14x12EA 4 4 3 M3.10 2 1/2" GS 2 1/2" GR 4" CHWS 4" CHWR 1" CHWR 1" CHWS S 1 RHW 1 GW 1 PUMP VFDS AIR SEPARATOR
NEW CONTROL PANEL 1" CHWS 1" CHWR D SFD SCOPE OF WORK 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/4" = 1'-0" M2.00 29313.00 11/30/18 HVAC - LEVEL 0 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DocuSign Envelope ID: 934A8599-03FD-4A73-BE43
-DDC4ED06E6FA 12/18/2018
M2.10HVAC - LEVEL 1.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE
168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room 165 Room 100UA Room 100JA Room
100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167 GENERAL NOTES: 1. PORTIONS OF EXISTING HVAC DUCTWORK AND PIPING WILL NEED TO BE REMOVED AND REPLACED TO ACCOMODATE
PLUMBING DRAINAGE PIPING. COORDINATE EXISTING CONDITIONS WITH NEW PLUMBING ROUTING. 2 1/2" GR 2 1/2" GR S 1 GW 1 RHW 1 GW 1 SCOPE OF WORK Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M2.10 29313.00 11/30/18 HVAC - LEVEL 1 # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M2.20HVAC - LEVEL 2.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 KEY NOTES: EXISITING CHILLED BEAMS TO BE RELOCATED TO WRITE-UP SPACE. REFERENCE DEMO DWGS M2.20 &M2.30 FOR EXISTING LOCATION. REFER TO
SCHEDULES FOR BALANCING INFORMATION. ALL EXPOSED DUCT MAINS ARE TO BE ROUND OR OVAL DOUBLE WALL CONSTRUCTION. 8" ROUND DUCT DROP FOR 100CFM SNORKEL POINT EXHAUST. 12" ROUND EXHUAST
DUCT DROP FOR CONNECTION TO 6' FUME HOOD. 8"x4" DUCT DROP DOWN TO G1 100CFM EXHUAST GRILLE. BOTTOM OF GRILLE SHALL BE 6" AFF. 4" ROUND DUCT DROP FOR 50 CFM VACUUM EXHUAST. REFER TO
DETAIL FOR ADDITIONAL REQUIREMENTS. 4" ROUND DUCT DROP FOR 100 CFM VACUUM EXHUAST. REFER TO DETAIL FOR ADDITIONAL REQUIREMENTS. RE-CONNECT EXISTING SUPPLY DUCTWORK DROPPING DOWN FROM
2ND FLOOR TO 1ST FLOOR USING NEW ROUTING SHOWN. REFER TO SECTION FOR DETAILS. RE-BALANCE EXISTING SUPPLY DIFFUSERS ON THIS DUCT RUN TO EXISTING PRE-BALANCE VALUES AND RE-PROGRAM VSV-244
TO OPERATE AT 370CFM MAX 290CFM MIN 1 46"x22" 26"ø26"ø 5 M3.10 (XM)16x18 GEN EXH (XM)10x10 CB SUP (XM)26x20 SA (5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (5' - 8") RCP 1.1
(5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (3' - 4") RCP 1.1 (5' - 6") RCP 1.1 (5' - 6") RCP 1.1 (5' - 6") RCP 1.1 (5' - 6") RCP 1.1 (3' - 4") RCP 1.1 (5' - 8") RCP 1.1 (5' - 8") RCP 1.1 (5'
- 8") RCP 1.1 (XM)4"DN/3"UP CBS&R FCU 2 FCU 2 (XR)CB 265A-2 (XR)CB 265A-1 (XR)CB 278-1 (XR)CB 278-2 (XR)CB 265-1 (XR)CB 265-2 (XR)CB 258-1 (XR)CB 265-3 1 1/2" HWR 1 1/2" HWS (17' -
1") RCP 1.1 (5' - 6") RCP 1.1 ? ? ? TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP 260 OPEN RESEARCH LAB 276 ? ? ? ? ? ? iCVD ROOM 276D
Room 200SD Room 255A Room 252 Room 254 Room 256 Room 267 CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC ? ? ? EV 2.5 EV 2.2 EV 2.4 EV 2.6 EV 2.7 EV 2.8 EV
2.9 EV 2.10 EV 2.13 EV 2.12 EV 2.15 SV 2.2 SV 2.1 SV 2.4 SV 2.5 SV 2.8 SV 2.7 SV 2.10 24"x28" 30"x20" 28"x22" 24"x26" 28"ø 26"/18" 32"/18" 14"ø 14"ø 10"x10" 8"ø 10"x10" 14"ø 12"ø 10"ø
14"ø 10"ø 30"ø 12"ø 16"x12" 26"ø T T T T T T T 2 22 2 2 2 3 3 3 4 4 4 4 4 4 44 1 1 1 1 1 1 1 1 26"/18" 30"x32" 30"x20" EV 2.16 (XM)22x20 SA 1 1/2" HWS 1 1/2" HWR 1 1/2" PHWS 1 1/2"
PHWR A3(475) A3(515) A3(515) A3(510)A3(510) A3(575) A3(575) A3(575)A3(575) A3(590) A3(590) A3(590) A3(590) B2 (2000) B2 (2000)B1 (1000) E2(900) C2(230) C2(215) E2(900) EV 2.1 EV 2.3
EV 2.11 EV 2.14 EV 2.17 SV 2.3 SV 2.6 SV 2.9 D1(950)D1(950) C5(950) C5(1065) FD FD (XM)VSV-200CA-2 14"ø 20"x14" 14"ø 18"ø 12"ø 16"ø 14"ø 12"ø 10"ø 12"ø 26"/18" 16"x16" 30"x30" 12"ø
26"x16" 1 1/2" PHWS 1 1/2" PHWR 1" PHWR 1" PHWS 1 1/2" CBWR 1 1/2" CBWS 3/4" CBWR 3/4" CBWS 1" HWS 1" HWR 16"ø P P 13' - 6" F1 (100) 0.5 (XN)VSV-274 190/190 45 5 5 11' - 6"5' - 0" 1"
HWR 1" HWS 4 12"ø 3/4" PHWR 3/4" PHWS 6 7 6 7 (XM)PASSIVE CHILLED BEAM (TYP) 0.5 (XM)VSV-265 225/225 50 (XM)CHILLED BEAM RE-BALANCE TO 85 CFM (TYP. 4) (XM)EG(125) (XM)16x8 EA (XM)3/4"
CBS/R (XM)10x10 SA (XM)EG (XM)CHILLED BEAM (TYP) (XM)CHILLED BEAM (TYP) (XM)CD(60) C6(100) (XM)3"CBS (XM)3"CBR 4 M3.10 32"/18" SFD SFD E 1 S 1 GW 1 RHW 1 8 8 8 8 (XM)SUPPLY DIFFUSER
(TYP) 9 9 9 9 (XM)CD(60)(XM)CD(60) 9 SCOPE OF WORK C6(100) GENERAL NOTES: 1. DUCTWORK AND PIPING SUPPORT IN THE OPEN LABS SHALL BE COORDINATED WITH THE COMMON SUPPORT SYSTEM. REFER
TO ARCHITECT PLANS FOR DETAILS. KEY NOTES (CONTINUED): RADIANT PANEL HEIGHT SHALL MATCH HEIGHT OF ADJACENT UTILITY SUPPORT SYSTEM. RADIANT PANEL SHALL BE INSTALLED AT THE TOP OF THE
WINDOW, RIGHT BELOW THE HEADER. 10 11 3 11 3 11 3 11 3 11 3 11 3 10 3 10 3 10 3 10 3 10 3 10 3 10 3 10 3 11 3 11 3 11 3 11 3 Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M2.20 29313.00 11/30/18 HVAC - LEVEL 2 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR
CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
M2.30HVAC - LEVEL 3.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 E 1 S 1 E 2 KEY NOTES: EXISITING CHILLED BEAMS TO BE RELOCATED TO WRITE-UP SPACE. REFERENCE DEMO DWGS M1.20 & M1.30 FOR EXISTING LOCATION.
REFER TO SCHEDULES FOR BALANCING INFORMATION. ALL EXPOSED DUCT MAINS ARE TO BE ROUND OR OVAL DOUBLE WALL CONSTRUCTION. RELOCATE EXISTING SUPPLY AND RETURN CLASSROOM DUCTWORK THAT CURRENTLY
RUNS THROUGH PHASE 1 SPACES. RELOCATED DUCTWORK SHOWN BELOW, COORDINATE SHUTDOWN WITH OWNER. 12" ROUND EXHUAST DUCT DROP FOR CONNECTION TO 6' FUME HOOD. 12" ROUND EXHUAST DUCT DROP
FOR CONNECTION TO 4' FUME HOOD. INSTALL FIRESTOP AT ALL EXISTING HAVC PIPING FLOOR PENETRATIONS. 3RD FLOOR SLAB WILL BECOME 1-HR RATED IN FUTURE CONSTRUCTION PHASE. 10" ROUND EXHAUST
DUCT DROP FOR 340CFM VENTILATED ENCLOSURE. 8" ROUND EXHAUST DUCT DROP FOR CONNECTION TO GAS CABINET (200 CFM). RECONNECT ALL EXISTING CHILLED BEAM BRANCH PIPING TO RELOCATED MAIN. EXISTING
VALVES AND PIPING ACCESSORIES SHALL REMAIN. RE-BALANCE EXISTING SUPPLY DIFFUSERS ON THIS DUCT RUN TO PRE-BALANCE READINGS AND RE-PROGRAM CSV-352 TO OPERATE AT 1,730 CFM (100 CFM HIGHER
THAN RECORD SCHEDULE) 1 2 3 SFD (14' - 4") RCP 1.1 (15' - 2") RCP 1.1 (6' - 9") RCP 1.1 (7' - 5") RCP 1.1 (7' - 1") RCP 1.1 (18' - 6") RCP 1.1 (6' - 5") RCP 1.1 (XM)3" CBS&R DN FCU
3 (XR)CB 362-2 4 1 RESEARCH LAB 367 LIGHT SCATTERING 367B ? ? ? SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE
367A ? ? ? STAIRS 300SA Room 352 Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 (17' - 1") RCP 1.1 (17' - 1") RCP 1.1 (7' - 3")
RCP 1.1 (11' - 8") RCP 1.1 EV 3.4 EV 3.3 EV 3.2 EV 3.8 EV 3.9 EV 3.10 EV 3.13 EV 3.14 SV 3.1 SV 3.2 SV 3.3 SV 3.9 SV 3.8 28"ø 22"ø 12"ø 24"x20" 10"ø 10"ø 14"x32" 24"x20" 36"x20" 18"ø
12"ø 42"x24" 20"x24" 24"ø 10"x10" 18"x10" 12"x15" T T T T T 2 2 2 2 3 3 3 3 3 3 5 6 4 4 4 4 5 36"x20" 30"ø 24"x20" GENERAL NOTES: 1. DUCTWORK AND PIPING SUPPORT IN THE OPEN LABS SHALL
BE COORDINATED WITH THE COMMON SUPPORT SYSTEM. REFER TO ARCHITECT PLANS FOR DETAILS. 36"x20" EV 3.1 EV 3.11 EV 3.12 SV 3.4 SV 3.5 SV 3.7 SV 3.6 A2(310) A2(270) C2(410) C3(370) FD FD
8"ø C5(1150) A3(580)A3(580) C4(950) B2 (1500) B2 (1500) B2 (1000) C5(1150) A3(580) E4(1350)A3(610) A3(610) A3(610) EV 3.7 EV 3.15 EV 3.16 P P 13' - 6" 14' - 6" 7' - 6" (XM)PASSIVE CHILLED
BEAM (TYP) (XM)FD 7 6 6 T 16"ø 14"ø (XM)FD FD 48"x24" 42"x24" 1 (XM)CB-360-2 12"x8" WMS AT TRANSFER DUCT PENETRATION ABOVE CEILING (TYP.) WMS AT TRANSFER DUCT PENETRATION ABOVE CEILING
C3 (-) FD 12"x8" F2(220) 3" CBWS 3" CBWR 1 1/2" PHWS 1 1/2" PHWR 12"ø 1 1/2" HWR 1 1/2" HWS 1" HWR 1" HWS 10"ø 1" PHWS F1(60) F1(60) F1(60) F1(60) 8 7 7 8 9 99 9 99999 GW 1 RHW 1 1
1/2" HWR 1 1/2" HWS 1 1/2" PHWS 1 1/2" PHWR FD 42"x24" 42"x18" (XM)FD 12"x12" (XR)CB 360-1 (XR)CB 361-1 (XR)CB 375-1 (XR)CB 375-2 (XR)CB 377-1 (XR)CB 362-1 F2(305) 10 10 T FD 1 (XN)VSV-365G
305/305 50 PROVIDE 12" ROUND DUCT DROP CAP FOR FUTURE FUME HOOD CONNECTION SCOPE OF WORK FCU 5 A1(100) FD 10"x10" 18"ø 18"ø 18"ø KEY NOTES (CONTINUED): RADIANT PANEL HEIGHT SHALL MATCH
HEIGHT OF ADJACENT UTILITY SUPPORT SYSTEM. RADIANT PANEL SHALL BE INSTALLED AT THE TOP OF THE WINDOW, RIGHT BELOW THE HEADER. RADIANT PANEL SHALL BE INSTALLED IN THE CEILING ABOVE THE
WINDOW. 11 12 3 11 3 11 3 11 3 11 3 13 3 13 3 13 3 13 3 12 3 12 3 123 13 (8' - 8") RCP 1.1 12 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M2.30 29313.00 11/30/18 HVAC - LEVEL 3 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2
12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
M2.40HVAC - LEVEL 4.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 E 2 NEW STRUCTURE TO SUPPORT AND SCREEN EXHAUST SYSTEM. REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR DETAILS. (XM)AHU SERVING 2ND
FLOOR AUDITORIUM EF A.2 EF A.1 Room 400UC Room 400SA 30"x68" 32"x30" SATT EXH-2 SATT EXH-1 30"x28" 1 M3.10 2 M3.10 (XM) SUPPLY FAN VFD (XM) RETURN VFD (XM) TEMPERATURE CONTROL PANEL
(XM) ELECTRICAL POWER PANEL COORDINATE PLATFORM OVER DUCTWORK WITH STRUCTURAL TO ALLOW ACCESS TO NORTH SIDE OF EXHAUST FANS. (XM) 48x18 RA DN (XM) 48x24 SA DN 2 1/2" GR 2 1/2" GR 2
1/2" GR 2 1/2" GR E 1 GW 1 EXHAUST FAN VFDS NEW CONTROL PANEL (XM) BASEMENT CHEMICAL STORAGE EXHAUST FANS (XM) BASEMENT CHEMICAL STORAGE DUCT DN Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" M2.40 29313.00 11/30/18 HVAC - LEVEL 4 # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M3.10HVAC - SECTIONS.pdf
LEVEL 4 42' - 0" LEVEL 5 54' - 0" LEVEL 6 64' - 0" SU S1 EF A.2 EXISTING PENTHOUSE 30"x68" ENERGY RECOVERY COIL LEVEL 4 42' - 0" LEVEL 5 54' - 0" 28"x30" SATT EXH-1 68"x30" 60"x30" 30"x30"
LEVEL 0 -12' - 0" 21 3 30"x180" AHU A 48"x38" 4" CHWS 4" CHWR 2 1/2" GS 55"x204" 213"x54" 60% FREE AREA LOUVER POS LEVEL 2 14' - 0" LEVEL 3 28' - 0" RSU S1 R1 18"/32" 1 1/2" HWS 1 1/2"
HWR 1 1/2" PHWS 1 1/2" PHWR 30"x24" 18"ø 48"x38" (XM)20x20 SA 16"x26" 1 1/2" PHWS 30"x32" S 1 E 1 (XM)SA DN TO 1ST FLOOR 21 1 1/2" HWS 1 1/2" HWR 1 1/2" PHWS 1 1/2" PHWR 1" PHWR 1"
PHWS 26"/18" 12"x24" 1" HWR 1" HWS SV 2.7 16"x26" SATT-SV8 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000
Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/4" = 1'-0" M3.10 29313.00 11/30/18 HVAC - SECTIONS 1/4" = 1'-0" 1 EXHAUST FAN SECTION 1/4" = 1'-0" 2 ROOF EXHAUST DUCT SECTION 1/4" = 1'-0" 3 AHU-A SECTION
1/4" = 1'-0" 4 2ND FLOOR SHAFT SECTION 1/4" = 1'-0" 5 2ND FLOOR LAB SUPPLY VALVE SECTION # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B
539 12/10/2018
M5.10HVAC - DETAILS.pdf
P200-ECMiP200-ECMiP200-ECMiP200-ECMi R S R S R S R S 121 117 ID 246 78 SCALE: 1/2" = 1'-0" AHU-A 2 SCALE: 1/2" = 1'-0" EF-A.1 & EF-A.2 1 264 154 84 30 EP1 48 38 A B C D E F PRE-FILTER
& FINAL FILTER KEYNOTES: SUPPLY AIR OUTLET/DAMPER GLYCOL ENERGY RECOVERY/PREHEAT COIL CHILLED WATER COOLING COIL SUPPLY FAN ARRAY WITH ACOUSTICAL LINING & MYLAR FILM OUTSIDE AIR INTAKE/DAMPER
A B C D E MIXED FLOW FAN WITH MOTOR OUT OF AIRSTREAM KEYNOTES: GUY WIRES - COORDINATE WITH STRUCTURAL ENERGY RECOVERY COIL INTEGRAL ROOF CURB ATTENUATING DISCHARGE NOZZLE A B C D E
F F SIDE DUCT INLET A D B E H G G ATTENUATING BYPASS DAMPER A B E H C F H PRE-FILTER RACK A B C D E F Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building
1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase
1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M5.10 29313.00 11/30/18 HVAC - DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope
ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M5.20HVAC - DETAILS.pdf
SCALE: 1 2 3 4 5 6 7 8 9 10 100 90 80 70 60 50 40 30 20 1 20 30 40 50 60 70 80 90 100 10 9 8 7 6 5 4 3 2 1 NO. 1 OF 3 NO. 2 OF 3 NO. 3 OF 3 NO. 2 OF 2 NO. 1 OF 2 NO. 1 OF 1 OUTSIDE RADIUS
IN INCHES INSIDE RADIUS OF ELBOW IN INCHES NUMBER OF SPLITTERS SCALE: SCALE: SCALE: SCALE: NO & SPACING OF DUCT SPLITTER VANES 2 NTS SCALE: SCALE: SCALE: h = DUCT HEIGHT w = DUCT WIDTH
h w NO. OF VANES EQUIVALENT DIAMETER = (w+h)/2 1 2 3 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WITHIN 2 EQUIV. DIA.: WHEN 2 ELBOWS ARE NO. OF VANES DEPICTED
HERE: EXAMPLE AT LEFT IS OF 3 VANES. NO. 2 VANE OF A TOTAL "NO. 2 OF 3" = OF 3 VANES. NO. 1 VANE OF A TOTAL "NO. 1 OF 3" = TERMINOLOGY: = INSIDE RADIUS = CENTERLINE RADIUS R r rR r/w
= 0.5 IS A SQUARE THROAT ELBOW! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2 1 0 FOR 1 ELBOW: r/w >= 1.50 1.5 > r/w >= 0.70 0.7 > r/w >= 0.60 0.6 > r/w >= 0.55
HOWEVER, MINIMUM INSIDE RADIUS R SHOULD BE 2". NOTE: r/w RATIO: RADIUS ELBOW AND SPLITTER VANE REQUIREMENTS R=20" R=2" R=4-1/4" R=9-1/4" D = DUCT DIAMETER = INSIDE BEND RADIUS
= CENTERLINE BEND RADIUS R rRr D D D SUPPLY OR EXHAUST VENTURI VALVE INSTALLATION DETAIL 8 NTS FLANGE CONNECTION FOR EASY REMOVAL. SLIP CONNECTION ALLOWED IF DUCTWORK IS TRANSLATABLE
TO ALLOW FOR REMOVAL DUCT SS SHEETMETAL SCREWS (4 PER CONNECTION) SUPPORT VALVE INDEPENDENTLY SEAL AIR TIGHT CLEANOUT & INSPECTION TEE SECTION: REFER TO DETAIL 4" MAX AIR EXHAUST VALVE
SEAL AIR TIGHT (REFER TO SPECS) AIR FLOW NOTES: 1. WHERE DUCT SIZES ARE NOT INDICATED ON PLANS, SELECT SIZE FROM TABLE BASED ON THE CFM REQUIRED; SIZES BASED ON MAXIMUM STATIC PRESSURE
DROP OF 0.05 INCHES PER 100 FEET OF DUCT. EQUIVALENT RECTANGULAR DUCT SIZE (IN) DUCT ARRANGEMENT 60 75 110 160 220 300 380 500 600 700 850 1000 1400 1800 2100 2500 3000 26 24 22 20
18 16 16 14 14 14 12 10 10 8 8 6 6 4x8 4x8 4x12 6x10 6x12 6x16 6x18 6x24 8x20 8x22 8x26 8x30 10x30 10x38 12x34 12x42 12x50 14x42 14x36 14x28 12x30 12x24 10x22 10x20 10x18 10x16 8x16
8x14 8x12 8x10 8x8 6x8 6x6 18x32 18x26 18x22 16x22 16x18 14x16 14x14 16x36 16x30 16x24 14x26 14x20 12x18 12x16 12x14 12x12 10x14 10x10 10x10 AIR INLET WITH FLOW SENSOR (TYP) NOTES:
1. CONNECTIONS APPLY TO ALL TERMINAL BOXES INCLUDING THOSE WITHOUT REHEAT COILS OR WITHOUT SOUND ATTENUATORS. REFER TO PLANS AND SCHEDULES FOR REHEAT COIL AND SOUND ATTENUATOR REQUIREMENTS.
2. PROVIDE RECTANGULAR OR ROUND TO OVAL TRANSITIONS WHEN BOX INLET IS OVAL. 3. FOR CONTROLLERS WITH INSULATED ELECTRICAL CONNECTORS (NO EXPOSED LIVE PARTS), ACCESS DEPTH SHALL BE 24
INCHES MINIMUM. FOR CONTROLLERS WITH EXPOSED CONNECTORS/TERMINAL STRIPS, ACCESS DEPTH SHALL BE 36 INCHES MINIMUM PER THE NEC. WIDTH OF ACCESS ZONE SHALL MATCH WIDTH OF CONTROLLER PANEL
COVER OR 24 INCH MINIMUM. CONNECTION TO MAIN DUCT AS INDICATED IN ABOVE DETAIL RECTANGULAR MAIN SUPPLY OR BRANCH: TAPERED 45° ANGLE CONNECTION, L = MAX 0.25 x W OR 4" MINIMUM; FOR ROUND
MAIN SUPPLY OR BRANCH: CONICAL OR BELLMOUTH TAKEOFF (TYPICAL) TERMINAL BOX INLET SIZE (INCHES) RUNOUT DUCT RUNOUT DUCT SIZE BOX TO MAIN DISTANCE LESS THAN 10 FEET ROUND DIAMETER (INCHES)
RUNOUT DUCT RUNOUT DUCT SIZE - BOX TO MAIN DISTANCE GREATER THAN 10 FEET (INCHES) RUNOUT DUCT SIZING SCHEDULE UNLESS LARGER SIZE INDICATED ON PLANS NTS 5 SUPPLY AIR TERMINAL BOX AND
VALVE - DUCT CONNECTIONS 15 DEG MAX DUCT TRANSITION (TYP) ACTUATOR AND CONTROLLER (TYPICAL) SUPPLY AIR MAIN SERVICE SPACE. DO NOT BLOCK WITH PIPING, CONDUIT, EQUIPMENT OR WALLS (TYPICAL)
- SEE NOTES FOR CLEARANCES REQUIRED. SUPPLY AIR TERMINAL BOX OR VALVE SUPPLY AIR TERMINAL BOX OR VALVE REHEAT COIL INLET ACCESS DOOR IN BOTTOM OF DUCT. TERMINAL BOX MANUFACTURER OPTIONAL
ACCESS DOOR IN HOUSING IS ACCEPTABLE IN LIEU OF DUCT ACCESS DOOR (TYP) FOR REHEAT COILS MOUNTED IMMEDIATELY ADJACENT TO BOX (TYPICAL). PROVIDE AIRFLOW SENSOR AT AIR INLET (TYP) NOTES:
1. DUCT AND SOUND ATTENUATOR SIZE SHALL BE AS INDICATED ON DRAWINGS AND SCHEDULES. TRANSITION AFTER SATT TO SIZE MATCHING BOX INLET SIZE. 2. DUCT CONNECTION REQUIREMENTS INDICATED APPLY
TO ALL TERMINAL BOXES INCLUDING THOSE WITHOUT SOUND ATTENUATORS. REFER TO PLANS AND SCHEDULES FOR SOUND ATTENUATOR REQUIREMENTS. 3. PROVIDE RECTANGULAR OR ROUND TO OVAL TRANSITIONS
WHEN BOX INLET IS OVAL. 4. FOR CONTROLLERS WITH INSULATED ELECTRICAL CONNECTORS (NO EXPOSED LIVE PARTS), ACCESS DEPTH SHALL BE 24 INCHES MINIMUM. FOR CONTROLLERS WITH EXPOSED CONNECTORS/TERMINAL
STRIPS, ACCESS DEPTH SHALL BE 36 INCHES MINIMUM PER THE NEC. WIDTH OF ACCESS ZONE SHALL MATCH WIDTH OF CONTROLLER PANEL COVER OR 24 INCH MINIMUM. RECTANGULAR MAIN SUPPLY OR BRANCH:
TAPERED 45° ANGLE CONNECTION, L = MAX 0.25 x W OR 4" MINIMUM; FOR ROUND MAIN SUPPLY OR BRANCH: CONICAL OR BELLMOUTH TAKEOFF (TYPICAL) INLET DUCT (TYP) 15 DEG MAX DUCT TRANSITION (TYP)
ACTUATOR AND CONTROLLER (TYPICAL) EXHAUST OR RETURN AIR MAIN EXHAUST OR RETURN AIR TERMINAL BOX OR VALVE EXHAUST OR RETURN AIR TERMINAL BOX OR VALVE EXHAUST OR RETURN FROM SPACE OR
EQUIPMENT EXHAUST OR RETURN FROM SPACE OR EQUIPMENT SERVICE SPACE. DO NOT BLOCK WITH PIPING, CONDUIT, EQUIPMENT OR WALLS (TYPICAL) - SEE NOTES FOR CLEARANCES REQUIRED. WxH FOR RECT
CONCENTRIC TRANSITIONS (TYPICAL) 1.5 D 3D TRANSITION (TYP) SOUND ATTENUATOR SUPPLY TO SPACE SUPPLY TO SPACE SOUND ATTENUATOR REHEAT COIL (TYP) R=D 1.5 D WxH ROUND DIAMETER 4 5 6 8 10
12 14 16 18 4 5 6 8 10 12 14 16 18 6x6 8x6 8x8 10X10 14X10 14X12 16X14 18X16 20X18 20 18 16 14 12 10 8 7 6 L TRANSITION (TYP) 1.5 D R=D 1.5 D SOUND ATTENUATOR TRANSITION L SOUND ATTENUATOR
3D D DISCHARGE DUCT WxH FOR RECT DISCHARGE DUCT WxH FOR RECT D AIRFLOW MAX (CFM) ROUND DUCT SIZE (IN) RECTANGULAR DUCT WHEN HEIGHT DOES NOT ALLOW FLEX CONN, HARD-DUCT BUT BE SURE BRANCH
IS 4" WIDER THAN COLLAR TO ALLOW ALIGNMENT OF TERMINAL WITHIN GRID WITHOUT FISHMOUTHING. FLEX CONN. REFER TO SPECS FOR INSULATED TYPE DIFFUSER REGISTER (TYP.) MAX. OFFSET = D/8" NOTES:
1. DETAIL ALLOWS DUCTWORK TO BE INSTALLED BEFORE CEILING GRID THEN ALLOWS DIFFUSERS AND REGISTERS TO BE POSITIONED INTO GRID. 2. PROVIDE INSULATED TRANSITION ROUND TO SQUARE INLET DIFFUSERS.
7. SECURE FLEXIBLE DUCT TO METAL DUCT WITH (2) STAINLESS STEEL CLAMPS OR NYLON TY-WRAPS TO INDIVIDUALLY SECURE FLEXIBLE DUCT INNER SLEEVE AND OUTER SLEEVE. WHEN INSTALLED ON INSULATED
SYSTEM SEAL INSULATION JOINT WITH VAPOR BARRIER MASTIC. PROVIDE NYLON TY-WRAP TOOL OR REUSABLE SS DRAW BANDS. 8. PROVIDE DUCT MOUNTED VOLUME DAMPER. AVOID NECK DAMPERS. 9. FLEXIBLE
DUCTS SHALL BEND IN ONE DIRECTION ONLY WITH A MAXIMUM CHANGE IN DIFFERENCE OF 90 DEGREES. 10. UNLESS SHOWN OTHERWISE FLEXIBLE DUCT SIZE AND COLLAR OF TAP OFF SHALL BE SAME SIZE AS DIFFUSER
NECK. 11. IF RUN-OUT LENGTH REQUIRES SEGMENT OF HARD DUCT, SIZE SHALL BE SAME AS DIFFUSER NECK. RUN-OUT TO DIFFUSER SHALL BE AS STRAIGHT AS POSSIBLE. 12. CENTERLINE RADIUS r OF FLEXIBLE
DUCT BEND SHALL BE MINIMUM 1.5 DUCT DIAMETERS r >= 1.5 x D 13. LENGTH OF FLEX DUCT SHALL NOT EXCEED 6'-0" AS RECOMMENDED IN THE 2017 ASHRAE FUNDAMENTALS HANDBOOK. FLEX DUCT SHALL NOT
HAVE MORE THAN 1/2" SAG PER FOOT. NTS 3 DIFFUSER/REGISTER DUCTWORK CONNECTIONS SUPPORT ELBOW WITH TIE SCREW AND CLAMP (TYPICAL) AIR DEVICE NECK AIR DEVICE SIZE AS NOTED ON PLANS PROVIDE
DURABLE ELBOW SUPPORT DRAW BANDS SNUG WITHOUT CRUSHING FLEXIBLE DUCT FLEXIBLE DUCT 3D PREFERRED 1D MINIMUM PROVIDE EQUALIZING GRID IF LESS THAN 3D RETURN/EXHAUST AIR SUPPLY AIR BRANCH
DUCT L W VD TAPERED CONNECTION 45° ANGLE(IF MAIN DUCT IS RECTANGULAR) OR CONICAL CONNECTION (IF MAIN DUCT IS ROUND) L=1/4 W; 4"MIN MAIN DUCT A SUPPLY OR EXHAUST VENTURI VALVE CLEANOUT
& INSPECTION DETAIL 7 NTS PVC THREADED CLEANOUT FLANGE CONNECTION EXHAUST DUCT2dFLANGE AIR FLOWd SECTION A LOW PRESSURE DUCT SIZING TABLE 1 NTS NTS 4 EXHAUST AND RETURN AIR TERMINAL
BOX AND VALVE - DUCT CONNECTIONS LOW PRESSURE BRANCH TAKE-OFFS 6 NTS Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M5.20 29313.00 11/30/18 HVAC - DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
M5.30HVAC - DETAILS.pdf
SCALE: SCALE:SCALE: MV SCALE: SCALE: SCALE:SCALE: SCALE:SCALE: MV PT PT MAV MAV TAV VB MAV MAV MAV NOTE 7 SEE NOTE 8 DOV PT PT FZ CO PT DOV MAV FZ (TYP) DRAIN NEAREST TO EXTEND DRAIN
LINES INDEPENDENT SEE NOTE 6 (TYP) (TYP) SEE NOTE 5 NOTES: DRAIN VALVES AT LOW POINTS OF ALL COIL HEADERS SAME SIZE AS COIL-OUTLET SIZES BUT NOT LESS THAN 3/8". AIR FLOW REDUCE AS NEEDED
(TYP) WATER COIL SUPPLY 6" DIRT POCKET FULL SIZE OF HEADER DRAIN PAN(S) PIPING (COOLING ONLY) 1&1/4 0-14 1&1/2 14-21 2 21-40
2&1/2 40-65 3 65-115 4 115-240 RUNOUT SIZING SIZE (IN) FLOW (GPM) RETURN SEE NOTE 4 CO CO TRAP SEAL REFER TO DRAINPAN WATER
SEAL DETAIL (TYP) TO ADD'L COILS W/HB DOV RETURN SUPPLY NOTE 1FZ NOTES: 1. FOR WATER COILS ONLY (NOT GLYCOL) THAT ARE SUBJECT TO FREEZING, PROVIDE IMMERSION AQUASTAT WELL. FREEZESTAT,
FZ (AN AQUASTAT) SHALL INITIATE AN ALARM WHEN IT SENSES BELOW 38°F. (CIRCUITING IN SOME COILS CAN ALLOW WATER TO FREEZE IN COIL EVEN THOUGH THE LEAVING AIR TEMPERATURE IS ABOVE FREEZING.)
2. THIS DETAIL APPLIES TO HOT WATER REHEAT COILS AND FAN COIL UNITS. PT PT DOV W/HB RELIEF F & T DRAIN TO INDIRECT LINE-SIZE 6" DIRT POCKET 18" MIN HWR HWS STEAM SUPPLY MAIN COND RETURN
MAIN TO INDIRECT DRAIN DOV DOV 1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH. 2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO FACILITATE COIL REMOVAL. PROVIDE REDUCERS
AS REQUIRED. 3. PROVIDE SIMILAR PIPING ARRANGEMENTS ON EACH SIDE FOR TWO-SECTION-WIDE COIL ASSEMBLY. 4. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE BALL VALVES WITH UNIONS FOR ISOLATION.
5. FOR SUPPLY AND RETURN PIPES LARGER THAN 2" USE BUTTERFLY VALVES WITH FLANGES FOR ISOLATION. 6. REFER TO SPECIFICATIONS FOR DRAIN PAN REQUIREMENTS. 7. PROVIDE PROPER RANGE PRESSURE
GAUGE OF FULL SCALE = 150% OF MAX PRESSURE OF PUMP. MANIFOLD PIPING SHALL BE 1/2". 8. FOR WATER COILS ONLY (NOT GLYCOL) THAT ARE SUBJECT TO FREEZING. PROVIDE IMMERSION AQUASTAT WELL.
FREEZESTAT, FZ (AN AQUASTAT) SHALL INITIATE AN ALARM WHEN IT SENSES BELOW 38°F. (CIRCUITING IN SOME COILS CAN ALLOW WATER TO FREEZE IN COIL EVEN THOUGH THE LEAVING AIR TEMPERATURE
IS ABOVE FREEZING. STRAINER BLOWDOWN WITH BRASS HOSE CONNECTION, CAP WITH CHAIN. THERMOWELL PTPT PT PT PT MAV MAV MAV NOTE 6 DOV PT PT PT DOV MAV (TYP) SEE NOTE 5 NOTES: DRAIN VALVES
AT LOW POINTS OF ALL COIL HEADERS SAME SIZE AS COIL-OUTLET SIZES BUT NOT LESS THAN 3/8". AIR FLOW REDUCE AS NEEDED (TYP) WATER COIL SUPPLY 6" DIRT POCKET FULL SIZE OF HEADER 1&1/4
0-14 1&1/2 14-21 2 21-40 2&1/2 40-65 3 65-115 4 115-240 RUNOUT SIZING
SIZE (IN) FLOW (GPM) RETURN SEE NOTE 4 TO ADD'L COILS DOV DOV 1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH. 2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO FACILITATE
COIL REMOVAL. PROVIDE REDUCERS AS REQUIRED. 3. PROVIDE SIMILAR PIPING ARRANGEMENTS ON EACH SIDE FOR TWO-SECTION-WIDE COIL ASSEMBLY. 4. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE
BALL VALVES WITH UNIONS FOR ISOLATION. 5. FOR SUPPLY AND RETURN PIPES LARGER THEN 2" USE BUTTERFLY VALVES WITH FLANGES FOR ISOLATION. 6. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL
SCALE = 150% OF MAX PRESSURE OF PUMP. MANIFOLD PIPING SHALL BE 1/2". MAV MAV MAV NOTE 6 DOV PT PT PT DOV MAV (TYP) SEE NOTE 5 NOTES: DRAIN VALVES AT LOW POINTS OF ALL COIL HEADERS
SAME SIZE AS COIL-OUTLET SIZES BUT NOT LESS THAN 3/8". AIR FLOW REDUCE AS NEEDED (TYP) WATER COIL SUPPLY 6" DIRT POCKET FULL SIZE OF HEADER 1&1/4 0-14 1&1/2
14-21 2 21-40 2&1/2 40-65 3 65-115 4 115-240 RUNOUT SIZING SIZE (IN) FLOW (GPM) RETURN
SEE NOTE 4 TO ADD'L COILS DOV DOV 1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH. 2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO FACILITATE COIL REMOVAL. PROVIDE
REDUCERS AS REQUIRED. 3. PROVIDE SIMILAR PIPING ARRANGEMENTS ON EACH SIDE FOR TWO-SECTION-WIDE COIL ASSEMBLY. 4. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE BALL VALVES WITH UNIONS
FOR ISOLATION. 5. FOR SUPPLY AND RETURN PIPES LARGER THEN 2" USE BUTTERFLY VALVES WITH FLANGES FOR ISOLATION. 6. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL SCALE = 150% OF MAX PRESSURE
OF PUMP. MANIFOLD PIPING SHALL BE 1/2". CO (TYP) DRAIN NEAREST TO EXTEND DRAIN LINES INDEPENDENT CO CO TRAP SEAL REFER TO DRAINPAN WATER SEAL DETAIL (TYP) AHU-A CHILLED WATER COIL 5
NTS STEAM TO LIQUID HEAT EXCHANGER; STEAM FLOW; 15 PSIG OR LESS 9 NONE GLYCOL CHARGING 7 NTS STEAM PIPING DRIP TRAP ASSEMBLY 13 NTS MAKE-UP WATER, DIAPHRAGM EXPANSION TANK & AIR SEPARATOR
FOR CLOSED LOOP CHILLED WATER SYSTEM (EQUAL TO OR LESS THAN 4" SUPPLY)8 NTS AHU-A GLYCOL PREHEAT COIL 4 NTS EXHAUST GLYCOL ENERGY RECOVERY COIL 3 NTS MANUAL AIR VENT ASSEMBLY 12 NTS
CHEMICAL FEED (SHOT FEEDER) 11 NTS WATER COIL W/ 2-WAY CONTROL VALVE 1 NTS RADIANT PANEL PIPING DETAIL 2 NTS CHILLED BEAM PIPING DETAIL 6 NTS INLINE PUMP PIPING (EACH PUMP) 10 NTS SCALE:
SCALE: SCALE: SCALE: PT PT PT CHWR CHWS PT AAV COMPRESSION TANK DIAPHRAGM EXPANSION/ FLOOR MOUNTED PUMP SUCTION TO CHILLED WATER 12" VALVES FOR 2" PIPES AND SMALLER (SEE SPECS). AND
LARGER; FULL PORT LOCKING HANDLE BALL 3. PROVIDE BUTTERFLY VALVES FOR 2-1/2" PIPES PREVENT GRAVITY HEATING OF TANK. 2. PROVIDE ANTI-THERMOSYPHON LOOP TO BOTTOM CONNECTION NOT PERMITTED.
DEBRIS FROM ENTERING PIPE TO TANK. TOP OR 1. CONNECT TO SIDE OF MAIN TO PREVENT AIR OR NOTES: SEE NOTE 1 SEE NOTE 2 FLOOR MAKE-UP SIZE (d) TOTAL SYSTEM PUMP FLOW (GPM) UP TO 200 201-500
501-1,200 1,201-3,000 3,001-5,000 5,001-12,000 d (INCHES) 1/2 3/4 1 1 1/4 1 1/2 2 3 5 10 20 30 60 PRV MIN. FLOW (GPM) RETURN WITH HOSE BIBB DRAIN OUT VALVE (TYP) SEE NOTE 3 WATER SYSTEM
FROM CHILLED AAV (LARGE CAPACITY) AIR SEPARATOR 3/8" RELIEF VALVE (TYP.) TO 6" AFF TO 6" AFF OPERATING PRESSURE. 1. ALL PIPING & EQUIPMENT SHALL BE RATED FOR INSTALLED (55 GALLON
MINIMUM) FLOW METER. DISPLACEMENT OUT. POSITIVE OR DIGITAL READRESETTABLE DIAL FM HB MAKE-UP COLD WATER PUMP SUCTION TO MAIN SYSTEM RETURN MAIN SYSTEM PREVENTER BACK-FLOW PREMIX DRUM
GLYCOL & WATER FLOOR NOTES: 3/4" 3. SUBSTITUTE BUTTERFLY VALVES FOR BALL VALVES FOR PIPING GREATER THAN 2". INLINE PUMP HAVE SPRING-ISOLATOR SUPPORTS PUMP & PIPE WITHIN 20' SHALL 2.
FOR PUMPS OVER 1 HP: 1. VALVES SHALL BE SAME SIZE AS PIPE, REDUCE AS REQUIRED TO PUMP CONNECTIONS. NOTES: 6" MIN PIPE RISE STEAM TRAP APPLICATIONS APPLICATION TRAP TYPE STEAM LESS THAN
OR EQUAL TO 15 PSIG F&T 1" DRAIN W/ HOSE CONNECT WELDED CAP W/ DRAIN CONNECTION INSTALL STRAINER WITH BLOW DOWN ON SIDE STEAM PIPNG DIRT LEG-FULL LINE SIZE NOT LARGER THAN 6" CONDENSATE
RETURN 1" DRAIN W/ HOSE CONNECT 4 PIPE DIAMETERS (WITH 18"MAX) USE TFE TAPE ON ALL THREADED JOINTS. NOTE: HIGHEST POINT IN SYSTEM REDUCER 1/4" BRASS NIPPLE 1/4" GAGE COCK 1/4" TYPE
"L" COPPER TUBE SHUNT WITH MEMORY STOP BALANCING VALVE SHUT OFF/ RETURN SUPPLY NC 5 GALLON SHOT FEEDER TANK OR OTHER SIZE AS SPECIFIED ASME RATED TO CHILLED OR HOT WATER RETURN 3/4"
FROM CHILLED OR HOT WATER SUPPLY 3/4" HB NOTES: 1. BYPASS PIPING AROUND F&T TRAP LEG SHALL BE SAME SIZE AS TRAP. 2. PROVIDE PIPE UNIONS, FLANGES, AND ARRANGE WATER PIPING TO FACILITATE
TUBE BUNDLE REMOVAL WITH MINIMUM DISTURBANCE TO PIPING. 3. VACUUM BREAKERS ARE REQUIRED ON ALL SYSTEMS. 4. FOR LIQUID PIPE SIZE 2" AND UNDER, REPLACE BUTTERFLY VALVES WITH BALL VALVES,
5. COORDINATE FINAL LOCATION OF CONNECTIONS WITH APPROVED EQUIPMENT SUBMITTALS (E.G. EXTENDED SHELL HEAT EXCHANGER STEAM AND CONDENSATE CONNECTIONS ON OPPOSITE ENDS FROM THOSE SHOWN)
NOTES: TYPICAL COMPONENTS REQUIRED FOR EACH CHILLED BEAM IN ZONE PROVIDE ONE CONTROL VALVE PER CHILLED BEAM ZONE 1. FOR TWO-PIPE CHILLED BEAMS PROVIDE ONLY CHILLED WATER PIPING SHOWN.
REFER TO PLANS FOR REQUIRED CONNECTIONS IN EACH ZONE. 2. RELOCATE MANUAL AIR VENT TO COIL IF CONNECTION IS PROVIDED BY THE MANUFACTURER. 3. REMOVE STRAINER BASKETS AFTER INITIAL STARTUP
AND SYSTEM FLUSH IS COMPLETE. 4. WHERE COIL CONNECTIONS ARE NOT IN SAME VERTICAL PLANE, SUPPLY SHALL BE THROUGH THE BOTTOM CONNECTION. CHILLED BEAM 12" INSULATED SS BRAIDED HOSE CONNECTION
PT PHWR PHWS TYPICAL COMPONENTS REQUIRED FOR EACH RADIANT PANEL IN ZONE PROVIDE ONE CONTROL VALVE PER ZONE RADIANT PANEL PT TO ADDITIONAL RADIANT PANELS IN ZONE TO ADDITIONAL BEAMS
IN ZONE PROVIDE ISOLATION VALVE AND CAP FOR MANUAL FILL AND 55 GALLON DRUM TO RECEIVE RELIEF VALVE DISCHARGE. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M5.30 29313.00 11/30/18 HVAC - DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope
ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M5.40HVAC - DETAILS.pdf
SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: CHEMICAL FUME HOOD DUCT CONNECTION DETAIL 3 NTS CHILLED BEAM DUCT CONNECTION DETAIL 6 NTS SCALE: SCALE: SCALE: FULL RADIUS
ELBOW 30° TRANSITION (MAXIMUM) DUCT SAME SIZE AS FUME HOOD OUTLET CONNECTION FUME HOOD FLOOR REFER TO DUCT SIZE INDICATED ON DRAWINGS FASTEN AND SEAL PER MANUFACTURER'S APPROVED INSTALLATION
INSTRUCTIONS NOTES: 1. COORDINATE LOCATION IN PLAN AND ELEVATION W/ ARCHITECTURAL DWGS. 2. COORDINATE SIZE AND TRANSITION REQUIRED FOR CONNECTION TO SNORKEL. EXHAUST DUCT TO CONSTANT
VOLUME EXHAUST VALVE; MULTIPLE SNORKEL CONNECTIONS MAY CONNECT TO SINGLE EXHAUST VALVE HATCHED AREAS PROVIDED UNDER OTHER SECTIONS OF THE WORK. REFER TO ARCHITECTURAL DRAWINGS. STRUCTURE
ABOVE CEILING NTS 7 WALL MOUNTED CANOPY HOOD REMOVABLE 18 GA. SS FACE PANEL FACE OF WALL DUCT CONNECTION (SEE EACH HOOD FOR SIZE AND NUMBER OF CONNECTIONS) 3/8"Ø ROD & 2" WIDE 12 GA.
SS CLIP SPOT WELD CLIP TO HOOD (TYP) "W" A 36" O.C. (MAX.) "L" B CANOPY HOOD PLAN VIEW NOTES: 1. SHEET METAL SHALL BE ALL WELDED TYPE 316L STAINLESS STEEL CONSTRUCTION. 2. ALL
EXPOSED TO VIEW SURFACES SHALL HAVE A BRUSH FINISH. GRIND AND POLISH ALL JOINTS. 3. ALL RODS, NUTS & BOLTS SHALL BE 304L STAINLESS STEEL. CANOPY HOOD SCHEDULE ROOM NO. CFM QTY. SIZE
("L" x "W") 229 530 1 3'x2' X * MOUNTING HEIGHT IS DISTANCE TO THE BOTTOM OF THE CANOPY 2" WIDE 12 GA. SS CLIP 24" O.C. SPOT WELD CLIP TO HOOD (TYP) REMOVABLE 18 GA. SS FACE PANEL (TYP)
1/4" NUT & BOLT 24" O.C. (TYP) DUCT CONNECTION (SEE EACH HOOD FOR SIZE AND NUMBER OF CONNECTIONS) 2"X2" 12 GA. SS ANGLE FASTEN TO CEILING (TYP) 1/4" NUT & BOLT (TYP) 3/4"X3/4" 12 GA.
ANGLE SPOT WELD TO BAFFLE (TYP) 18 GA. SS BAFFLE %%UA-A "L" 3" 1.5" 3" 6" 3" 6" 2" WIDE 12 GA. SS CLIP SPOT WELD CLIP TO HOOD (TYP) 3/8"Ø ROD W/ HEX NUTS (TYP) 2" WIDE 12 GA. SS CLIP
FASTEN TO STRUCTURE (TYP)CEILING STRUCTURE 18 GA. SS HOOD 20 DEGREES 2" WIDE 12 GA. SS CLIP 24" O.C. SPOT WELD CLIP TO HOOD 2" WIDE 12 GA. SS CLIP SPOT WELD CLIP TO HOOD REMOVABLE 18
GA. SS FACE PANEL 1/4" NUT & BOLT 24" O.C. 2"X2" 12 GA. SS ANGLE FASTEN TO CEILING 2" WIDE 12 GA. SS CLIP FASTEN TO STRUCTURE 3/8"Ø ROD W/HEX NUTS STRUCTURE CEILING DUCT CONNECTION
(SEE EACH HOOD FOR SIZE AND NUMBER OF CONNECTIONS) 18 GA. SS HOOD MAINTAIN BARRIER SEAL FOR HOODS WITHIN BSL-3 LABS 18 GA. SS BAFFLE 1/4" NUT & BOLT "W" %%UB-B 20° 18" (MAX) 3" 1.5"
A B MOUNTING HEIGHT DUCTED FAN COIL CONNECTION DETAIL 2 NTS VIBRATION ISOLATION SEE SPECS FLEX CONN REFER TO WATER COIL DETAIL FOR PIPING AND DRAIN REQUIREMENTS SUPPORT FROM STRUCTURE
NOTE: INSULATE ALL PIPING COMPONENTS INCLUDING CONTROL VALVE, STRAINERS, VALVES, ETC. ACOUSTICAL LINING DUCTED RETURN AIR FLEX CONNECTION (TYP) FILTER (MODIFY FRAME FOR SIDE OR BOTTOM
PULL IF NECESSARY TO ALLOW COORDINATION OF OTHER CEILING SERVICES WITH FILTER REMOVAL) BASEMENT FCU SHALL HAVE SECONDARY DRAIN PAN AND PIPED DRAIN CONNECTION. EXTEND THIS DRAIN TO ENSURE
CONTROL VALVE IS ALSO ABOVE DRAIN PAN. ALL OTHER FCUS WILL BE SENSIBLE ONLY AND SHALL NOT HAVE DRAIN CONNECTIONS LOUVER CONNECTION 4 NTS CAULK ALL AROUND REFER TO ARCHITECT'S PLANS
AND SPECS FOR LOUVER DETAILS 1/2" BIRDSCREEN PLENUM INSULATE ALL EXPOSED PARTS W/ 2" RIGID BOARD INSULATION (ALSO INSULATE UNUSED LOUVER AREA) ACCESS DOOR HALF HEIGHT OF DUCT, 12" X
12" MIN (UNLESS SHOWN OTHERWISE ON PLANS) DN SEE NOTE "D" NOTE: WHEN "D" IS OVER 24" PROVIDE 3/4" DRAIN IN CENTER OF PLENUM AND AT 5'-0" CENTERS WHERE DEPTH INTO PAPER IS GREATER THAN
5'-0". LOCATE 6" FROM LOUVER WITH TRAP SEAL AND CAULK ALL AROUND PITCH TO DRAIN WATER OUTSIDE SOLDER BOTTOM JOINT AND UP 12" ALL AROUND EXTERNALLY MOUNTED U.L. RATED ACTUATOR HEAT ACTUATED
RELEASE DEVICE S SMOKE DETECTOR 60" MAX SMOKE AND SMOKE/FIRE DAMPER 12 NTS NOTES: 1. ANY CLEARANCE BETWEEN FIRE-RATED WALL OR SMOKE PARTITION AND DAMPER SLEEVE OR DAMPER SHALL BE FILLED
WITH FIRE-RESISTANT PACKING ON ALL SIDES TO MAINTAIN FIRE RATING. 2. WHEN DUCTWORK IS INSULATED OR LINED, PROVIDE INSULATED ACCESS DOOR. 3. ACCESS DOOR SHALL BE 12" X 12" OR LARGER
IF REQUIRED FOR HEAT ACTUATED RELEASE DEVICE REPLACEMENT. 4. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION SHALL CONFORM WITH MANUFACTURER'S, UL APPROVED INSTRUCTIONS. 5.
DUCT MOUNTED SMOKE DETECTOR SHALL BE PROVIDED BY DIVISION 28, INSTALLED BY DIVISION 23 AND WIRED TO FIRE ALARM SYSTEM UNDER DIVISION 28. 6. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC
INSTALLATION SHALL CONFORM WITH MANUFACTURER, UL APPROVED INSTRUCTIONS. 7. PROVIDE REMOTE DAMPER TEST SWITCH AND ANNUNCIATION FOR EH&S TESTING. THESE SHALL BE LOCATED IN CORRIDORS
INSTEAD OF LABS WHERE POSSIBLE. FIRE-RATED WALL OR SMOKE PARTITION (TYPE AND SIZE VARIES). SUPPLY AIR FLOW DUCT ACCESS DOOR (EITHER SIDE OR BOTTOM) CHEMICAL STORAGE CABINET EXHAUST
DUCT CONNECTION CONNECT EXHAUST DUCT TO CHEMICAL STORAGE CABINET CONNECTION. PROVIDE TRANSITION TO MATCH CABINET CONNECTION SIZE. SEAL CONNECTION TO CABINET. CEILING 4"Ø WELDED SS AUXILIARY
EXHAUST DUCT. EXTEND DOWN TO 9FT AFF AND TERMINATE WITH WIRE MESH SCREEN. COPPER PIPE SIZED TO MATCH VACUUM PUMP DISCHARGE SIZE. CONNECT ONE END TO VACUUM PUMP. TERMINATE OTHER END
NEAR EXHAUST DUCT SO THE DISCHARGE IS 2" BELOW THE WIRE MESH SCREEN. COORDINATE LOCATION WITH OWNER. LABORATORY EXHAUST BRANCH DUCT SUPPORT FROM STRUCTURE INLET DUCT CONNECTION FLEX
DUCT NOTES: 1. PROVIDE NYLON TY-WRAP TOOL OR REUSABLE SS DRAW BAND. 2. FLEX DUCT SHALL NOT HAVE MORE THAN 0.5 INCH SAG PER FOOT. LENGTH OF FLEX DUCT SHALL NOT EXCEED 5 FEET. MAXIMUM
SUPPORT SPACING SHALL BE 3 FEET. FLEX DUCT SHALL NOT BE COMPRESSED PER SMACNA DUCT CONSTRUCTION MANUAL. 3. SUPPORT QUANTITIES AND DETAILS SHALL MEET MANUFACTURER REQUIREMENTS. MAXIMUM
(1) 90 DEGREE BEND IN FLEX DUCT. CENTER LINE RADIUS OF BEND SHALL NOT BE LESS THAN (1) TIMES THE DUCT DIAMETER PER SMACNA DUCT CONSTRUCTION MANUAL. DUCT HANGER SUPPORT 9 NTS NOTES:
1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL
BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 3. SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA. UNISTRUT OR ANGLE IRON HANGER STRAP THREADED HANGER ROD GALV. HANGER
SEE NOTE 3MAX. 60" OVER 60" 1" TYPICAL DUCT INSULATION & SUPPORTS NEAR VOLUME DAMPERS 10 NTS PROVIDE LOCKING QUADRANT ARM STANDOFF BUTT ENDS & SEAL FOR HANGING DUCT: TRAPEZE DUCT OR
STRAP HANGER AROUND DUCT COMPLETELY. DO NOT USE ANY SCREWS, BECAUSE THEY INTERFERE WITH DAMPER BLADE(S). PROVIDE EXTRA LENGTH TO AVOID "PINCHING" OF INSULATION AT CORNERS. LABORATORY
SNORKEL ARM EXHAUST CONNECTION 1 NTS LABORATORY AUXILIARY EXHAUST HOSE CONNECTION 5 NTS VACUUM PUMP (POS) VENTILATED CABINET EXHAUST CONNECTION 8 NTS ACCESS DOOR (EITHER SIDE OR BOTTOM)
FIRE DAMPER PENETRATION 11 NTS NOTES: 1. DAMPER BLADES SHALL BE OUT OF AIRSTREAM TYPE "3A,3B,7 OR 8" (SEE SMACNA FIRE DAMPER AND HEAT STOP GUIDE - 2ND EDITION PAGE 9 OR NEWER VERSION
IF APPLICABLE) WHEN OPEN 100% FREE AREA IS REQUIRED. WHEN DUCT DIMENSIONS REQUIRE MULTIPLE DAMPER SECTIONS, TYPE "2" MAY BE USED. 2. PROVIDE SPRING LOADED CLOSURE FOR ALL FIRE DAMPERS.
3. WHEN DUCTWORK IS INSULATED OR LINED, PROVIDE INSULATED ACCESS DOOR. 4. ACCESS DOOR SHALL BE 12" X 12" OR LARGER IF REQUIRED FOR FUSIBLE LINK REPLACEMENT. 5. TYPE "1" FIRE DAMPERS
(BLADES IN AIR STREAM) MAY BE SUBSTITUTED FOR TYPE "3A OR 3B" WHERE VELOCITIES ARE UNDER 500 FPM IN LOW PRESSURE DUCT SYSTEMS ONLY. 6. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION
SHALL CONFORM WITH MANUFACTURER, UL APPROVED INSTRUCTIONS. FIRE-RATED WALL OR PARTITION (TYPE AND SIZE VARIES). FLOW AIR DUCT Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M5.40 29313.00 11/30/18 HVAC - DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M5.50HVAC - DETAILS.pdf
SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: DRAW THROUGH UNIT CONDENSATE TRAP 9 N.T.S. ROOF PIPING SUPPORT 5 NTS DETAIL OF PIPE THRU ROOF (EXCLUDING STEAM RELIEFS) 3 NTS PIPE RISER
SUPPORT 6 NTS PIPE PENETRATION OF FULL HEIGHT PARTITIONS 7 NTS TYPICAL PIPE INSULATION & VALVE HANDLE EXTENSION 11 NTS TYPICAL FREEZESTAT LAYOUTS FOR AHU COOLING COILS 1 NTSSCALE: SCALE:
SCALE: PITCH 1" WATER SEAL. WC (WITH DIRTY FILTERS, COILS, GREATER THAN THE MAXIMUM FAN THIS DIMENSION IN INCHES MUST BE SUCTION STATIC PRESSURE IN INCHES AND MAXIMUM AIR FLOW). MAXIMUM
FAN SUCTION STATIC GREATER THAN 1/2 OF THE SAME THIS DIMENSION IN INCHES MUST BE PRESSURE IN INCHES WC. DRAIN PAN NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP. 2. PITCH
DRAIN FOR PROPER RUNOFF. 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRAIN SEAL. 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. PITCH DRAIN PIPE
TO MATCH DRAIN OUTLET SIZE. CLEANOUT (TYP.) (a) (c) (b) (a) (b) (c) 3" 1.5" 1" AND ACCEPTANCE BY ROOFING CONTRACTOR. REGISTERED STRUCTURAL ENGINEER. 4. THE SUPPORTS SHALL BE SUBMITTED
AS SHOP DRAWINGS AND SHALL BE REVIEWED BY THE 18" MAX. SEE NOTE 1 W 3. FOR DISTANCE BETWEEN SUPPORTS REFER TO SPECIFICATIONS. CENTER SUPPORTPLATE SEE NOTE 2 AVOID ROOF MEMBRANE DAMAGE.
OBTAIN WRITTEN, APPROVED DRAWINGS OF COORDINATION 2. SIZE PLATE SUFFICIENT TO AVOID ROOF DAMAGE, BUT NO LESS THAN 8"x8". BRAKE EDGES TO 1. FOR W >= 24" AND PIPES >= 6" PROVIDE 3/4"∅
CENTER SUPPORT WITH NUT AND NUT LOCK. NOTES: SADDLE COVERING PROTECTION ROLLER SUPPORT WITH 5.4 #/FT AND TO PLATE ROOF TO C-SECTION 2" PIPE WELDED 4" C-SECTION; WELD 5" MIN. 2" MIN.
1/4" MIN 1" OR OTHER APPROVED MATERIAL FIREPROOF MINERAL WOOL SCHEDULE 80 PIPE ONE SIZE LARGER THAN RISER SLEEVE ONE NOMINAL THAN SLEEVE NOMINAL SIZE LARGER RISER CLAMP CONTINUOUS WELD
FIREPROOF CAULK (TOP & BOTTOM) FLASHING POS COUNTER ROOF BUILT UP PIPE SLEEVE AROUND ALL SEAL DRAWINGS SEE ARCHITECTS ROOF CONSTRUCTION FLASHING POS 16 OUNCE COPPER JOSAM #26450 SIMILAR
TO FLASHING SLEEVE FOR SIZE PIPING SEE PLANS NOTES: 1. AT FIRE RATED PARTITIONS, REPLACE PACKING AND SILICONE SEALANT WITH UL LISTED FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH UL
LISTING. 2. FIRE STOP PIPE PENETRATIONS THRU CORRIDOR WALLS ABOVE CEILINGS. MINERAL FIBER PACKING PIPE SLEEVE 1/2" MAX (TYP) SILICONE ACOUSTICAL AND AIRFLOW SEALANT NON-RATED PARTITION
BUTT & SEAL JOINTS CAP INSULATION. LEAVE NO EXPOSED INSULATION ANYWHERE PROVIDE VALVE EXTENSION KIT TO ALLOW PROPER INSULATION COVERAGE END CAP ALUMINUM CROSSBRACE 180° CORNER SECTION
NON-HARDENING HEAT PASTE BETWEEN TUBING & ALUMINUM INSULATION BY DIV 23 HANGING DEVICE SCALE: RADIANT PANEL INSTALLATION DETAILS 8 NONE OF FREEZESTAT REFER TO SPEC. FOR LENGTH FZ FZFZ
FZ COOLING COIL (TYP) PREFABRICATED EQUIPMENT SUPPORT. EXTERIOR DUCTWORK SUPPORT AND INSULATION 1 NTS ROOF ANCHOR CURB TO DECK IN ACCORDANCE WITH CURB MANUFACTURER INSTRUCTIONS A A
ROOFING INSULATION ROOFING MEMBRANE WOOD BLOCKING ALUMINUM METAL CAP S.S. BOLT 6x6x3/8 GALV. PLATES SUPPORT 8" WIDE CONTINUOUS GALVANIZED SHEET METAL SADDLE RIGID EXTRUDED BOARD WITH
FOIL FACE 6" OVERLAP MIN. VENTURECLAD VAPOR BARRIER JACKETING SYSTEM. PITCH DN SECTION A-A UNISTRUT DUCTWORK SUPPORT W/ ADJUSTABLE HEIGHT FIRST VAPOR JACKET SEAM SHALL BE A MIN. OF
12 INCHES FROM THE SADDLE SUPPORT (BOTH SIDES) INSULATION PIN AS RECOMMENDED BY MANUFACTURE DUCT BASE BOARD THICKNESS TO MATCH EXISTING 6lb DENSITY RIGID FIBER BOARD INSULATION 8" WIDTH
GALVANIZED SHEET METAL SADDLE SADDLE TO BE DE-BURRED TO AVOID DAMAGE TO THE VAPOR BARRIER JACKETED ASSEMBLY 8" DUCT PENETRATION THROUGH ROOF 2 NTS PREFABRICATED, INSULATED CURB WITH
WOOD NAILOR (THYCURB OR EQUAL) COMPLETELY SEAL & COVER JOINT WITH OUTDOOR, UV RESISTANT SEALANT SS SHEETMETAL SCREW S-SLIP CONNECTION FLASHING ROOF MEMBRANE ROOF DECK INSULATION ANCHOR
CURB TO DECK CONCRETE DECK STEEL DECK TACK WELD CURB TO DECK DUCT PENETRATION OF FULL HEIGHT PARTITIONS 10 NTS STEEL FRAME, ANGLE 1.25"X1.25"X0.125" ONLY AT PENETRATIONS EXPOSED TO
VIEW IN NON-MECHANICAL OR ELECTRICAL SPACES SILICONE ACOUSTICAL AND AIRFLOW SEALANT (TYP) FRAMED OPENING OR SHEETMETAL SLEEVE SHEETMETAL SLEEVE MINERAL FIBER PACKING SILICONE ACOUSTICAL
AND AIRFLOW SEALANT (TYP) NON-RATED PARTITION 1/2" MAX (TYP) 1/2" MAX (TYP) NON-RATED PARTITION NOTES: 1. AT FIRE RATED PARTITIONS WITHOUT FIRE DAMPER, REPLACE PACKING AND SILICONE
SEALANT WITH UL LISTED FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH UL LISTING. 2. FIRE STOP DUCT PENETRATIONS THRU RATED AND NON-RATED CORRIDOR WALLS ABOVE CEILINGS. NOTES: 1. INSTALLATION
SHALL BE IN FULL COMPLIANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel:
617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M5.50 29313.00 11/30/18 HVAC - DETAILS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 1/7/18 ADDENDUM 02 DocuSign Envelope
ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
M6.10HVAC - SCHEDULES.pdf
EXHAUST AIR HANDLING UNIT AIR HANDLING UNIT SCHEDULE (CHILLED WATER WITH GLYCOL HEAT) TYPE UNIT NO. SERVICE LOCATION TOTAL CFM MIN O.A. CFM CAPACITY CONTROL RANGE EXTERNAL TOTAL (W/DIRTY
FILTERS) OUTLET VELOC (FPM) PLENUM FAN DATA STATIC PRESS(IN.WG) RPM BHP (EACH) HP (EACH) TOTAL MBH FACE VELOC. (FPM) EAT(°F) LAT(°F) DB WB DB WB AIR DATA COOLING COIL CHILLED WATER
DATA P.D. (IN.WG) GPM EWT (°F) LWT (°F) PD (FT) MIN. F.A. (S.F.) NO. ROWS FIN PER INCH MAX AIR PD (IN.WG) MBH EAT(°F) LAT(°F) DB WB DB WB WINTER DATA GLYCOL/WATER HEAT RECOVERY COIL
DATA EWT (°F) LWT (°F) GPM % PROP. GLYCOL MAX PD (FT) MBH EAT(°F) LAT(°F) DB WB DB WB EWT (°F) LWT (°F) SUMMER DATA MANUFACTURER MODEL NUMBER (AS STANDARD) AHU-A 2ND/3RD FLOOR LABS
BASEMENT 18,200 18,200 20-100% ECM 3.4 6.2 428 3,170 7.5 10 1,200 703 88 73 53.1 53.0 0.8 159.4 47 62 17.3 49.2 8 10 0.5 1,127.5 -5 - 55 - 90 39 50.6 40 16.1 131 88 73 81.5 71.2 79
84 VENTROL CUSTOM SENS. MBH 388 ELECTRIC SERVICE V Ø HZ UNIT NO. SERVICE AIR FLOW (CFM) NO. FANS NO. ROWS 8 10 FINS PER INCH EXTERNAL STATIC PRESSURE (IN. W.G.) OUTLET VELOCITY (FPM)
FAN SPEED (RPM) FAN DATA MOTOR SPEED (RPM) BHP RATED HP MOTOR DATA CONTROL TYPE (VFD OR MOTOR STARTER) ELECTRICAL SERVICE (V/Ø/HZ) TOTAL UNIT OPERATING WEIGHT (POUNDS) DIFFUSER, GRILLE
& REGISTER SCHEDULE TAG FACE SIZE (INCHES) SELECTION RANGE (CFM) SERVICE MOUNTING MANUFACTURER MODEL NO. (AS STANDARD) REMARKS 24x24 0-200SUPPLY CEILING TITUS MODEL: TRITEC 5 24x24
201-400SUPPLY CEILING 7 24x48 401-650SUPPLY CEILING 7 0.08 0.09 0.09 29 31 24 NECK SIZE (INCHES) 8"Ø 10"Ø 12"Ø EF-A.1 2ND/3RD FLOOR LABS MIN. F.A. (S.F.) NO. ROWS FIN PER INCH MAX AIR
PD (IN.WG) MBH EAT(°F) LAT(°F) DB WB DB WB WINTER DATA GLYCOL/WATER HEAT RECOVERY COIL DATA EWT (°F) LWT (°F) GPM % GLYCOL MAX PD (FT) MBH EAT(°F) LAT(°F) DB WB DB WB EWT (°F) LWT (°F)
SUMMER DATA UNIT NO. LOCATION SYSTEM SERVED MBH SHELL SIDE PRESSURE (PSIG) FLOW (#/HR) SHELL-AND-TUBE HEAT EXCHANGER (STEAM TO LIQUID) GPM % GLYCOL EWT (°F) LWT (°F) PD (FT.) TUBE SIDE
FOULING FACTOR MINIMUM SURFACE AREA(S.F.) OVERALL LENGTH (IN) SHELL DIAM. (IN) MANUFACTURER MODEL NUMBER (AS STANDARD) REMARKS HX-1 BASEMENT MECH ROOM REHEAT 789 5 820 53.0 0 100 130
0.5 0.0005 13 41 10.5 B&G SU-63-2 HX-2 BASEMENT MECH ROOM AHU-A PREHEAT 1,245 5 1,311 50.6 40 36 90 0.5 0.0005 33.3 54 12.5 B&G SU-84-4 EQUIPMENT LOCATION EQUIPMENT IDENTIFICATION OPERATING
WEIGHT (POUNDS) REMARKS MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) GENERAL NOTES: A) NPSHR COLUMN REPRESENTS THE NET POSITIVE SUCTION HEAD REQUIRED. B) FLUID TEMPERATURE COLUMN REPRESENTS
THE EXPECT FLUID TEMPERATURE RANGE DURING OPERATION. C) POWER CLASS REFERS TO NORMAL, OPTIONAL STANDBY, LEGALLY REQUIRED OR EMERGENCY POWER REQUIREMENT. PUMP SCHEDULE SERVICE WATER
FLOW RATE (GPM) PUMP DATA HEAD PRESSURE (FT W.C.) NPSHR (A) (FT W.C.) MOTOR SPEED (RPM) MOTOR DATA BHP RATED HP CONTROL TYPE (VFD OR MOTOR STARTER) ELECTRICAL SERVICE (V/Ø/HZ) SHUT-OFF
HEAD PRESSURE (FT W.C.) PUMP SPEED (RPM) PUMP STYLE/TYPE FLUID DATA FLUID TEMP (B) (°F) FLUID TYPE % GLYCOL WORKING PRESSURE (PSIG) IMPELLER SIZE (INCHES) BASEMENT MECH ROOM 55 57 10.0
1800 1.2 2 VFD 480/3/60 62.7 3,235IN-LINE 68 WATER 40 175 4.25 ENERGY RECOVERY COIL P-6 24x24 0-200EXHAUST CEILING - 0.004 15 22x22 TO 8"Ø 24x24 201-400EXHAUST CEILING - 0.01 15 22x22
TO 10"Ø MCA MOCP STANDBY POWER STANDBY POWER STANDBY POWER BASEMENT MECH ROOM BELL & GOSSETT 1.5x1.5x9.5B50 65 5.2 1800 1.62 3 VFD 480/3/6069 1,727IN-LINE 68 WATER - 1758.25REHEAT COILSP-3A
NO NO BASEMENT MECH ROOM 55 57 10.0 1800 1.2 2 VFD 480/3/60 62.7 3,235IN-LINE 68 WATER 40 175 4.25 ENERGY RECOVERY COIL P-5 BELL & GOSSETT 1.25AAB YES BELL & GOSSETT 1.25AAB TITUS MODEL:
TRITEC TITUS MODEL: TRITEC TITUS MODEL: 3FL TITUS MODEL: 3FL 24x24 401-600EXHAUST CEILING - 0.02 15 22x22 TO 12"Ø 24x24 601-950EXHAUST CEILING - 0.03 20 22x22 TO 14"Ø TITUS MODEL: 3FL
TITUS MODEL: 3FL 24x24 951-1,350EXHAUST CEILING - 0.06 30 22x22 TO 16"Ø TITUS MODEL: 3FL 24x24 601-950EXHAUST SIDEWALL - 0.03 20 22x22 TO 14"Ø TITUS MODEL: 3FL 24x24 401-600 FILTERED
RETURN CEILING- 0.02 15 22x22 TO 12"Ø 24x24 601-950 CEILING - 0.03 20 22x22 TO 14"Ø TITUS MODEL: 3FFL TITUS MODEL: 3FFL 24x24 951-1,350 CEILING - 0.06 30 22x22 TO 16"Ø TITUS MODEL:
3FFL NO 79837381607295.319.14050.64733-4047.675362.90.811084014,000 460/3/60VFD3027.21,7251,7253,8704.7119,000 EF-A.2 2ND/3RD FLOOR LABS 19,000 1 4.7 3,870 1,725 1,725 27.2 30 VFD 460/3/60
NO MANUFACTURER MODEL NUMBER (AS STANDARD) GREENHECK VEKTOR MH HX-3 BASEMENT MECH ROOM AHU-A PREHEAT 1,245 5 1,311 40 36 0.5 0.0005 33.3 54 12.5 B&G SU-84-4 QUANTITY 6 50.6 90 SUPPLY
EXPOSED PERF. DUCT MCGILL DDF-SP ASSEMBLY 1.5 0.12 3018"Ø 210/LF23% FA 23% FA 175/LFSUPPLY EXPOSED PERF. DUCT MCGILL DDF-SP ASSEMBLY 1.5 0.15 3022"Ø LOCATION SERVICE UNIT NO. SYSTEM
TEMP (°F) MIN MAX MAX SYSTEM PRESSURE(PSIG) AT TANK LOCATION TANK PRESSURE RATING (PSI) TANK ACCEPTANCE VOLUME (GAL) TANK VOLUME (GAL) MANUFACTURER MODEL NUMBER (AS STANDARD) REMARKS
DIAPHRAGM EXPANSION TANK SCHEDULE MIN INITIAL CHARGE AIR FILTER SCHEDULE UNIT SERVED TYPE MERV RATING TOTAL CFM FACE AREA (S.F.) FILTER THICKNESS (IN.) UNIT SIZE (IN.) (HxW) ARRGMT.
H W TOTAL UNIT NO. PD(IN.W.G.) INIT. FINAL MANUFACTURER MODEL NUMBER (AS STANDARD) REMARKS FACE VELOCITY (FPM) FILTERED RETURN FILTERED RETURN 180 180 180 PUMP EFFICIENCY MINIMUM MOTOR
EFFICIENCY 89.5% PUMP SPARE CAPACITY (GPM) 0 66% 66% 50% 0 0 86.5% 86.5% 24x48 FILTERED RETURN 22x46 TO 18"Ø TITUS MODEL: 3FFL E4 1,351-1,500 20 0.02- CEILING 8x6 0-100SUPPLY SIDEWALL
19 0.05 208x6 TITUS MODEL: 272FL 6x6 0-100 SIDEWALL - 0.1 256x6 TITUS MODEL: 3FL EXHAUSTG1 F1 B2 B1 E3 E2 E1 D1 C5 C4 C3 C2 C1 A3 A2 A1 C6 12x12 0-200 EXHAUST CEILING - 0.1 30 10x10TO
8"Ø TITUS MODEL: 3FL F2 12x6 101-300 SUPPLY SIDEWALL 19 0.05 2012x6 TITUS MODEL: 272FL 460 3 60 MAX THROW TO 50 FPM (FT) AT MAX AIRFLOW NC AT MAX AIRFLOW MAX PRESSURE DROP (IN W.C.)
AT MAX AIRFLOW 45 - NO 1 2 3 PROVIDE WITH INLET PIEZOMETER RING FOR AIRFLOW MEASUREMENT. PROVIDE WITH AMCA SPARK B CONSTRUCTION, HI-PRO Z COATING, AND WELDED SCROLL HOUSING. MOTORS
SHALL HAVE GROUNDED SHAFTS AND F INSULATION CLASS OR BETTER. PROVIDE WITH INTEGRAL OPPOSED BLADE DISCHARGE DAMPER. PROVIDE WITH DRAIN WITH PLUG AT FANS AND DRAIN AT COIL. PROVIDE WITH
STRUCTURAL STEEL BASE. PROVIDE WITH PRE-FILTER RACK. REFER TO FILTER SCHEDULE FOR FILTER INFORMATION. PROVIDE WITH INTEGRAL DISCHARGE NOZZLE ATTENUATOR PROVIDE BYPASS DAMPER WITH INTEGRAL
SOUND ATTENUATOR SIZED TO HANDLE A MAXIMUM OF 10,240 CFM. 4 5 6 1 2 SUPPLY FANS SHALL HAVE INTEGRAL GRAVITY BACKDRAFT DAMPERS AND INLET PIEZOMETER RINGS FOR AIRFLOW MEASUREMENT. 3 PROVIDE
SINGLE POINT 480V/3Ø FUSED DISCONNECT SWITCH WITH INTERNAL WIRED POWER TO FAN MOTORS. PROVIDE ADDITIONAL 120V/1Ø CONNECTION FOR LIGHTS AND CONTROLS. PROVIDE CERAMIC SHAFT GROUNDING
RINGS ON FANS. 1 2 3 44 44 4 CONDENSATE DRAIN PIPE SHALL BE AT LEAST 1.5"Ø AND SHALL HAVE P-TRAP THAT IS AT LEAST 7" HIGH. REFER TO DRAW THROUGH P-TRAP DETAIL. ET-1 BASEMENT MECH RM
PREHEAT LOOP 40 95 36.4 75 125 2.4 8.0 BELL & GOSSETT B-15 41.9 5 COOLING COIL IS SELECTED ASSUMING ENERGY RECOVERY IS INOPERATIVE. CAMFIL FARR 30/30 84224x24 24218,2008AHU-A PRE-FILTER
PLEATED 1 4 4 0.3 0.6 12x24 AHU-A FINAL-FILTER 13 18,200 42 12 24x24 2 4 8 VILEDON MV-85-HSN1 4 4 0.35 0.7012x24 HIGH PERFORMANCE RIGID-POCKET 435 435 1 2 MERV 13 IS EQUIVALENT TO EN
779 CLASS F7 FINAL FILTER DIMENSIONS MAY DIFFER FROM SCHEDULE SLIGHTLY SINCE THEY ARE CATALOGUED AS METRIC ONLY. 1 2 6 REFER TO FILTER SCHEDULE FOR FILTER INFO. FINAL FILTER DIMENSIONS
MAY DIFFER FROM SCHEDULE SLIGHTLY SINCE THEY ARE CATALOGUED AS METRIC ONLY. COORDINATE RACK SIZE WITH FINAL FILTER SIZE. PLEATED 8 18,200 40 2 24x24 2 5 10 CAMFIL FARR 30/30 0.3 0.6455EXHAUST
ENERGY RECOVERY PRE-FILTER 7 2 1 224x12 2 1 224x12 COORDINATE ALL CEILING OR WALL INSTALLED INLETS AND OUTLETS FOR APPROPRIATE BORDER TYPES: LAY-IN OR SURFACE MOUNT. COORDINATE COLOR
AND FINISH WITH ARCHITECT. DUCT RUNOUT SIZE SHALL BE SAME AS NECK SIZE. PERFORATED DUCTS SHALL HAVE 23% FREE AREA AND SHALL HAVE MAXIMUM AIRFLOW PER LINEAR FOOT PER SCHEDULE. PROVIDE
WITH MERV 8 FILTER. REFER TO FILTER SCHEDULE FOR DETAILS. 4 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 5 5 5 5 PLEATED 8 1,350 4 2 CAMFIL FARR
30/30 1 1 0.3 0.624x24340FCU RETURN 3 3 PROVIDE FILTERS FOR ALL FILTER RETURN GRILLES. 8 9 1 2 3 5 1 2 3 1 2 3 1 2 3 1 2 3 Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M6.10 29313.00 11/30/18 HVAC - SCHEDULES # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M6.20HVAC - SCHEDULES.pdf
HOT WATER DUCT COIL SCHEDULE HYDRONIC CONTROL VALVE SCHEDULE UNIT NO. TYPE VALVE PIPE SIZE (IN) ACTUATOR MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) CV-RHC-1-8 2-WAY NON-SPRING RETURN
BELIMO TR24 MAX GPM MAX PD (PSI) CV CONTROL VALVE MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) BELIMO CCV-B2090.82.31.21/2 FAIL POSITION LAST CLOSE OFF RATING (PSI) 200 VALVE CHARACTERISTIC
CCV VALVE TURNDOWN 30-100% REMARKS CV-RHC-1-12 CV-RHC-1-14 CV-RHC-2-12 CV-RHC-2-14 CV-FCU-1 CV-FCU-2 CV-FCU-3 CV-FCU-4 CV-FCU-5 CV-AHU-A CHW CV-EXH RECOVERY CV-RCP-1.1 (<0.6 GPM) 2-WAY
NON-SPRING RETURN 3.3 3.0 1.9 BELIMO CCV-B211 LAST 200 CCV 30-100% 2-WAY NON-SPRING RETURN BELIMO CCV-B211LAST 200 CCV 30-100% 2-WAY NON-SPRING RETURN BELIMO CCV-B212LAST 200 CCV 30-100%
2-WAY NON-SPRING RETURN BELIMO CCV-B212LAST 200 CCV 30-100% 3.9 4.2 1.9 1/2 5.3 3.1 3.0 1/2 6.6 4.8 3.0 1/2 BELIMO TR24 BELIMO TR24 BELIMO TR24 BELIMO TR24 1/2 2-WAY SPRING RETURN BELIMO
CCV-B209 CLOSED 200 CCV 30-100%1/2 1.6 4.0 0.8 BELIMO TFRX24 BELIMO CCV-B210CLOSED 200 CCV 30-100%1/2 2.6 4.7 1.2 BELIMO CCV-B211CLOSED 200 CCV 30-100%1/2 3.1 2.7 1.9 BELIMO CCV-B210CLOSED
200 CCV 30-100%1/2 2.0 2.8 1.2 BELIMO CCV-B212CLOSED 200 CCV 30-100%1/2 6.0 4 3.0 2-WAY SPRING RETURN 2-WAY SPRING RETURN 2-WAY SPRING RETURN 2-WAY SPRING RETURN BELIMO TFRX24 BELIMO
TFRX24 BELIMO TFRX24 BELIMO TFRX24 2-WAY NON-SPRING RETURN 1/2 BELIMO TR24 0.6 4.7 0.3 BELIMO CCV-B207 LAST 200 CCV 30-100% CV-RCP-1.1 (0.6-1.0 GPM) 2-WAY NON-SPRING RETURN 1/2 BELIMO
TR24 1.0 4.7 0.46 BELIMO CCV-B208 LAST 200 CCV 30-100% CV-RCP-1.1 (1.0-1.7 GPM) 2-WAY NON-SPRING RETURN 1/2 BELIMO TR24 1.7 4.5 0.85 BELIMO CCV-B209 LAST 200 CCV 30-100% BELIMO CCV-B262CLOSED
200 CCV 30-100%2-1/2 160 4.6 75.02-WAY SPRING RETURN BELIMO ARX24-SR-T BELIMO CCV-B321BLAST 200 CCV 30-100%3/4 50 4.4 24.03-WAY NON-SPRING RETURN BELIMO LRB24 STEAM CONTROL VALVE SCHEDULE
UNIT NO. TYPE VALVE PIPE SIZE (IN) ACTUATOR MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) REMARKS CV-HX-1 2-WAY SPRING RETURN 1 FISHER 2052 MAX LBS/HR 820 MAX INLET PRESSURE (PSI) 15
CV 20 CONTROL VALVE MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) FISHER V300 FAIL POSITION CLOSED CLOSE OFF RATING (PSI) 200 VALVE CHARACTERISTIC VALVE TURNDOWN 300:1 MODIFIED EQUAL
PERCENTAGE CV-HX-2 2-WAY SPRING RETURN 1 FISHER 2052 1,311 15 32 FISHER V300 CLOSED 200 MODIFIED EQUAL PERCENTAGE 300:1 CV-HX-3 2-WAY SPRING RETURN 1 FISHER 2052 1,311 15 32 FISHER
V300 CLOSED 200 MODIFIED EQUAL PERCENTAGE 300:1 CV-(XR)CHILLED BEAM (<0.6 GPM) 2-WAY NON-SPRING RETURN 1/2 BELIMO TR24 0.6 4.7 0.3 BELIMO CCV-B207 LAST 200 CCV 30-100% 2-WAY NON-SPRING
RETURN 1/2 BELIMO TR24 1.0 4.7 0.46 BELIMO CCV-B208 LAST 200 CCV 30-100% 2-WAY NON-SPRING RETURN 1/2 BELIMO TR24 1.7 4.5 0.85 BELIMO CCV-B209 LAST 200 CCV 30-100% CV-(XR)CHILLED BEAM
(0.6-1.0 GPM) CV-(XR)CHILLED BEAM (1.0-1.7 GPM) MANUFACTURER MODEL NUMBER (AS STANDARD) SERVICE UNIT NO. CFM OUTPUT (MBH) SIZE W X H (IN.) FACE VELOC. (FPM) ROWS EAT (°F) LAT (°F) AIR
DATA P.D. (IN.WG) GPM WATER DATA EWT (°F) LWT (°F) P.D. (FT.) REMARKS RHC-1-8 SUPPLY AIR 450 12.2 10x10 620 2 55 80 0.22 1.2 130 109.4 0.7 AEROFIN HWP-12.0AF-10.5 X 10.0-2-11 RHC-1-12
SUPPLY AIR 1,000 27.0 18x12 670 2 55 80 0.24 3.3 130 113.3 0.5 AEROFIN HW-12.0AF-12.0 X 18.0-2-0.333 RHC-1-14 SUPPLY AIR 1,300 35.1 20x14 700 2 55 80 0.26 3.9 130 111.6 0.8 AEROFIN
HW-12.0AF-13.5 X 20.0-2-0.333 RHC-2-12 SUPPLY AIR 2,000 54.0 26x16 700 2 55 80 0.25 5.3 130 109.2 0.9 AEROFIN HW-12.0AF-16.5 X 26.0-2-0.333 RHC-2-14 SUPPLY AIR 2,800 75.6 32x18 700
2 55 80 0.26 6.6 130 106.6 1.5 AEROFIN HW-12.0AF-18.0 X 32.0-2-0.333 FLOOR PLAN LAYOUT UTILIZES BOTH LEFT AND RIGHT HAND COIL CONNECTIONS. CONTRACTOR SHALL COORDINATE LOCATION AND ORIENTATION
OF EACH COIL.1 LABORATORY VARIABLE AIR VOLUME TERMINAL BOX AND AIR BALANCE SCHEDULE ROOM NUM ROOM NAME ROOM DIMENSIONS CODE MINIMUM VENTILATION EXHAUST AIR SUPPLY AIR XFER AREA (SF)
HEIGHT (FT) NYS OUTDOOR AIRFLOW (NOTE 2) NYS EXHAUST AIRFLOW (NOTE 3) EXHAUST POINT EXHAUST TYPE VALVE SIZE SOUND ATTENUATOR VALVE RANGE OCCUPIED SASH OPEN (NOTE 4) OCCUPIED SASH CLOSED
COOLING PEAK (NOTE 5) OCCUPIED SASH CLOSED MINIMUM (NOTE 5) UNOCCUPIED SASH FULL (NOTE 6) UNOCCUPIED SASH OPEN (NOTE 7) UNOCCUPIED SASH CLOSED (NOTE 8) SUPPLY POINT VALVE SIZE REHEAT
COIL SOUND ATTENUATOR VALVE RANGE OCC SASH OPEN (NOTE 4) OCC SASH CLOSED COOLING PEAK (CFM) OCC SASH CLOSED MINIMUM (CFM) UNOCC SASH FULL (CFM) UNOCC SASH OPEN (CFM) UNOCC SASH CLOSED
(CFM) ALL MODES (CFM)MAX MIN 100 FPM 80 FPM MAX MIN 100 FPM 80 FPM (CFM) (ACH) (CFM) (ACH) (CFM) (CFM) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM) (ACH) (CFM)
(ACH) (CFM) (CFM) (CFM) (CFM) 276A GLASSWASH 111 10 65 3.5 115 6 EV-2.4 CANOPY HOOD 1-12 SATT-EV3 1005 100 530 28.6 530 28.6 530 28.6 530 28.6 530 28.6 530 28.6 265 14.3 SV-2.4 1-12
RHC-1-12 SATT-SV2 1005 100 485 485 485 485 485 485 220 -45 TOTAL 530 530 530 530 530 530 265 276B TISSUE CULTURE (MAMMALIAN) 170 10 105 3.7 170 6 EV-2.13 GEN EXH 1-8 SATT-EV1 450 50
230 8.1 230 8.1 130 4.5 130 4.5 230 8.1 215 7.5 215 7.5 SV-2.3 1-8 RHC-1-8 SATT-SV1 450 50 130 130 750 130 130 130 115 -100 TOTAL 230 230 130 130 230 215 215 276C TISSUE CULTURE (BACTERIAL)
158 10 90 3.4 160 6 EV-2.12 GEN EXH 1-8 SATT-EV1 450 50 215 8.1 215 8.1 115 4.3 115 4.3 215 8.1 215 8.1 215 8.1 SV-2.8 1-8 RHC-1-8 SATT-SV1 450 50 115 115 685 115 115 115 115 -100 TOTAL
215 215 115 115 215 215 215 276 OPEN RESEARCH LAB 2358 10 1275 3.2 2360 6 EV-2.2 POINT EXHAUST 1-8 SATT-EV1 450 50 400 15.6 400 12.1 400 12.8 400 7.6 400 15.6 400 8.3 400 7.6 SV-2.1
1-14 RHC-1-14 SATT-SV3 1300 200 1180 955 930 605 1180 535 605 150 EV-2.5 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 SV-2.2 1-14 RHC-1-14 SATT-SV3 1300 200 1180 955
930 605 1180 535 605 EV-2.6 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 SV-2.5 1-12 RHC-1-12 SATT-SV6 1005 100 1000 810 790 510 1000 450 510 EV-2.7 FUME HOOD 1-12 SATT-EV2
1005 100 825 660 300 300 825 345 300 SV-2.6 2-12 RHC-2-12 SATT-SV7 2005 200 2000 1615 1575 1020 2000 900 1020 EV-2.8 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 SV-2.7
2-12 RHC-2-12 SATT-SV8 2005 200 2000 1615 1575 1020 2000 900 1020 EV-2.9 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 EV-2.10 FUME HOOD 1-12 SATT-EV3 1005 100 825 660
300 300 825 345 300 EV-2.1 GEN EXH 1-12 SATT-EV3 1005 100 267 133 947 267 267 267 267 EV-2.3 GEN EXH 1-12 SATT-EV3 1005 100 267 133 947 267 267 267 267 EV-2.11 GEN EXH 1-12 SATT-EV3
1005 100 267 133 947 267 267 267 267 TOTAL 6,150 4,760 5,040 3,000 6,150 3,270 3,000 276D ICVD ROOM 395 10 215 3.3 395 6 EV-2.17 GEN EXH 1-14 SATT-EV4 1300 200 400 35.6 200 27.6 1,065
29.8 400 19.7 400 35.6 400 21.1 400 19.7 SV-2.9 1-14 RHC-1-14 SATT-SV3 1300 200 1145 1065 885 550 1145 395 550 -200 EV-2.16 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345
300 SV-2.10 1-14 RHC-1-14 SATT-SV3 1300 200 1145 1065 885 550 1145 395 550 EV-2.15 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 EV-2.14 POINT EXHAUST 1-8 SATT-EV1 450
50 300 300 300 300 300 300 300 TOTAL 2,350 1,820 1,965 1,300 2,350 1,390 1,300 367B LIGHT SCATTERING 57 10 50 5.3 60 6 EV-3.10 GEN EXH 1-8 SATT-EV1 450 50 170 11.5 170 11.5 370 38.9
70 4.7 170 11.5 170 11.5 170 11.5 SV-3.8 1-8 RHC-1-8 SATT-SV1 450 50 70 70 270 70 70 70 70 -100 TOTAL 170 170 370 70 170 170 170 367A FLUORESCENCE MICROSCOPE 66 10 50 4.5 70 6 EV-3.16
GEN EXH 1-8 SATT-EV1 450 50 150 11.2 150 11.2 410 37.2 50 3.7 150 11.2 150 11.2 150 11.2 SV-3.9 1-8 RHC-1-8 SATT-SV1 450 50 50 50 310 50 50 50 50 -100 TOTAL 150 150 410 50 150 150 150
367 OPEN RESEARCH LAB 2323 10 1265 3.3 2325 6 EV-3.8 VENT ENCLOSURE 1-8 SATT-EV1 450 50 340 15.2 340 12.6 340 15.3 340 8.4 340 15.2 340 9.0 340 8.4 SV-3.1 1-12 RHC-1-12 SATT-SV2 1005
100 580 495 580 315 580 295 315 -200 EV-3.9 VENT ENCLOSURE 1-8 SATT-EV1 450 50 340 340 340 340 340 340 340 SV-3.3 1-12 RHC-1-12 SATT-SV6 1005 100 1000 850 1000 540 1000 510 540 EV-3.9
GAS CABINET 1-8 SATT-EV1 450 50 200 200 200 200 200 200 200 SV-3.4 2-12 RHC-2-12 SATT-SV8 2005 200 1500 1275 1500 805 1500 760 805 EV-3.2 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300
300 825 345 300 SV-3.5 2-12 RHC-2-12 SATT-SV8 2005 200 1500 1275 1500 805 1500 760 805 EV-3.4 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 SV-3.6 1-12 RHC-1-12 SATT-SV2
1005 100 580 495 580 315 580 295 315 EV-3.13 FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 SV-3.7 1-12 RHC-1-12 SATT-SV2 1005 100 580 495 580 315 580 295 315 EV-3.14
FUME HOOD 1-12 SATT-EV2 1005 100 825 660 300 300 825 345 300 EV-3.7 FUME HOOD 1-12 SATT-EV3 1005 100 825 660 300 300 825 345 300 EV-3.1 GEN EXH 1-14 SATT-EV4 1300 200 318 255 1,256
318 318 318 318 EV-3.15 GEN EXH 1-14 SATT-EV3 1300 200 263 210 1,038 263 263 263 263 EV-3.11 GEN EXH 1-14 SATT-EV4 1300 200 318 255 1,256 318 318 318 318 TOTAL 5,905 4,900 5,930 3,280
5,905 3,505 3,280 367F E-BEAM DEPOSITION ROOM 173 10 105 3.6 175 6 EV-3.3 FUME HOOD 1-12 SATT-EV3 1005 100 525 18.2 420 14.5 190 6.5 190 6.5 525 18.2 345 11.9 190 6.5 SV-3.2 1-12 RHC-1-12
SATT-SV2 1005 100 475 370 1125 190 475 295 190 -100 TOTAL 525 420 190 190 525 345 190 1 1 1 SUPPLY AIRFLOWS SHOWN FOR OPEN LABS ARE BASED ON FUTURE FUME HOODS. UNTIL THESE HOODS ARE
INSTALLED SUPPLY AIRFLOWS WILL BE LOWER THAN SCHEDULED VALUES. PER CONTROL SEQUENCES SUPPLY VALVES WILL MODULATE TO MAINTAIN ROOM DIFFERENTIAL AIRFLOW SETPOINT. 2 2 2 2 Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M6.20 29313.00 11/30/18 HVAC - SCHEDULES #
DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DocuSign Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA 12/18/2018
M6.30HVAC - SCHEDULES.pdf
RADIANT CEILING PANEL SCHEDULE UNIT NO. PASSES WIDTH (IN.) WATER TEMP (DEG F) GPM PER FT BTUH PER FT. LENGTH PIPE RUNOUT SIZE MANUFACTURER MODEL NUMBER (BASIS OF DESIGN) REMARKS ENT
LVG RCP-1.1 2 10 200 180 0.026 255 REFER TO PLANS 1 STERLING 2-PASS EXPOSED PANEL CB-258-01 8 0.5 50 3,420 0.7 3.7 58.0 CB-265-01 CB-265-02 8 0.5 93 4,136 0.3 0.8 CB-265-03 CB-265A-01
8 0.4 45 3,514 0.3 14.6 CB-265A-02 CB-278-02 PRIMARY AIR PRESSURE PRIMARY AIR FLOW RATE TOTAL COOLING CHILLED WATER FLOW RATE WATER PRESSURE DROP ENTERING WATER TEMP (COOLING) UNIT
TAG UNIT MODEL NOMINAL LENGTH (FEET) (INCH W.C.) (CFM) (BTUH) (GPM) (°F) (FEET W.C.) AIR DATA CHILLED WATER COIL DATA TROX DID600R TROX DID600R TROX DID600R TROX DID600R TROX DID600R
TROX DID600R TROX DID600R 58.0 58.0 8 0.5 93 4,136 0.3 0.8 58.0 8 0.5 93 4,136 0.3 0.8 58.0 8 0.4 45 3,514 0.3 14.6 58.0 8 0.7 60 4,382 1.5 14.6 58.0 REMARKS CB-278-01 8 0.7 60 4,382
1.5 14.6 TROX DID600R 58.0 CB-360-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-360-02 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-361-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-361-02
TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-362-02 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-375-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A CB-375-02 TROX TCB 12 N/A 4,500 1.5 1.25
58.0 N/A CB-377-01 TROX TCB 12 N/A 4,500 1.5 1.25 58.0 N/A SOUND ATTENUATOR SCHEDULE FAN COIL UNIT SCHEDULE UNIT NO. CFM FAN E.S.P. (IN.WG) HP FAN MOTOR CONTROL ELECT. DATA V/Ø/Hz TOTAL
MBH SENSIBLE MBH GPM EWT (°F) COOLING COIL LWT (°F) P.D. (FT.) ROWS EAT DB(°F) EAT WB(°F) MANUFACTURER MODEL NUMBER (AS STANDARD) REMARKS FCU-1 600 0.4 1/3 ECM 120/1/60 6.7 6.7 1.3
58 68 2.9 6 73 61.7 WILLIAMS HP-008 FCU-2 900 0.4 1/2 120/1/60 11.5 11.5 2.7 58 67 4.4 6 73 62 WILLIAMS HP-012 FCU-3 1,350 0.4 1/3 120/1/60 15.9 15.9 3.5 58 67 2.6 6 73 62 WILLIAMS
HP-018 EXISTING TO BE RELOCATED CHILLED BEAM SCHEDULE FCU-4 450 0.0 1/3 120/1/60 14.2 12.5 2.0 47 61 4.4 6 80 65 STANDBY POWER NO NO NO NO ECM ECM ECM WILLIAMS HP-006 TYPE CONCEALED
HORIZONTAL DUCTED CONCEALED HORIZONTAL DUCTED CONCEALED HORIZONTAL DUCTED EXPOSED CABINET HORIZONTAL DISCHARGE BOTTOM INLET FCU-5 600 0.0 1/20 120/1/60 12.9 12.9 6 58 62 14.4 3 80 65
YES PSC 3-SPEED MULTIAQUA MHWW-24EXPOSED CABINET HIGH-WALL TYPE UNIT NO. SERVICE LOCATION CFM OVERALL SIZE W X H X L (IN) FACE VELOCITY (FPM) P.D. (IN. W.G.) DYNAMIC INSERTION LOSS
(dB) 63 HZ 125 HZ 250 HZ 500 HZ 1000 HZ 2000 HZ 4000 HZ 8000 HZ AIR FLOW FORWARD OR REVERSE MANUFACTURER MODEL NUMBER (AS STANDARD) REMARKS SATT-SV2 SUPPLY LABORATORY SUPPLY VALVE 1,000
18x12x36 670 0.05 4 5 11 19 22 20 15 7 FORWARD VIBRO-ACOUSTICS RFL-MV-F7 SATT-SV5 SUPPLY LABORATORY SUPPLY VALVE 2,800 32x18x36 700 0.06 4 6 10 17 20 21 20 12 FORWARD VIBRO-ACOUSTICS
RFL-MV-F8 SATT-SV1 SUPPLY LABORATORY SUPPLY VALVE 450 10x10x36 650 0.05 4 5 11 19 20 19 14 7 FORWARD VIBRO-ACOUSTICS RFL-MV-F6 SATT-SV3 SUPPLY LABORATORY SUPPLY VALVE 1,300 20x14x36
670 0.05 FORWARD VIBRO-ACOUSTICS RFL-MV-F6 SATT-SV4 SUPPLY LABORATORY SUPPLY VALVE 2,000 26x16x36 700 0.06 4 6 13 19 17 16 12 7 FORWARD VIBRO-ACOUSTICS RFL-MV-F3 SATT-EV1 EXHAUST LABORATORY
EXHAUST VALVE 450 10x10x36 650 0.06 6 5 10 15 14 11 9 8 REVERSE VIBRO-ACOUSTICS RNM-MV-F6 TYPE FILM-LINED MEDIA FILM-LINED MEDIA FILM-LINED MEDIA FILM-LINED MEDIA FILM-LINED MEDIA NO
MEDIA SATT-EV3 EXHAUST LABORATORY GENERAL EXHAUST 1,000 12x12x36 1,000 0.07 REVERSE VIBRO-ACOUSTICS RNM-HV-F4 NO MEDIA SATT-EV2 EXHAUST LABORATORY EXHAUST VALVE 825 12x12x48 825 0.06
6 3 3 6 12 7 3 2 REVERSE VIBRO-ACOUSTICS RNM-UHV-F9-L22706 ELBOW NO MEDIA SATT-SV6 SUPPLY LABORATORY SUPPLY VALVE 1,000 18x12x60 670 0.11 6 11 17 20 32 35 26 17 FORWARD VIBRO-ACOUSTICS
REFL-MV-F9-L22706 ELBOW FILM-LINED MEDIA 4 5 11 19 20 19 14 7 SATT-EV4 EXHAUST LABORATORY GENERAL EXHAUST 1,300 14x14x36 955 0.07 6 5 10 14 9 8 6 5 REVERSE VIBRO-ACOUSTICS RNM-HV-F2
NO MEDIA SATT-EXH-1 EXHAUST LABORATORY EXHAUST FAN 6,500 30x28x36 1,100 0.08 5 6 15 16 10 10 10 10 REVERSE VIBRO-ACOUSTICS RNM-HV-F1 NO MEDIA 5 5 13 15 10 9 8 8 SATT-EXH-2 EXHAUST LABORATORY
EXHAUST FAN 10,225 32x30x60 1,500 0.15 5 6 15 16 10 10 10 10 REVERSE VIBRO-ACOUSTICS RNM-HV-F1 NO MEDIA 1 2 SUPPLY FANS SHALL HAVE INTEGRAL GRAVITY BACKDRAFT DAMPERS AND INLET PIEZOMETER
RINGS FOR AIRFLOW MEASUREMENT. PROVIDE SINGLE POINT 480V/3Ø FUSED DISCONNECT SWITCH WITH INTERNAL WIRED POWER TO FAN MOTORS. PROVIDE ADDITIONAL 120V/1Ø CONNECTION FOR LIGHTS AND CONTROLS.
1 2 SATT-SV7 SUPPLY LABORATORY SUPPLY VALVE 2,000 26x16x60 700 0.11 6 9 14 17 28 31 22 17 FORWARD VIBRO-ACOUSTICS REFL-MHV-F8-L22706 ELBOW FILM-LINED MEDIA SATT-AHU-A SUPPLY AHU-A 18,200
48x38x60 1,400 0.1 3 4 8 13 14 11 9 5 FORWARD VIBRO-ACOUSTICS RFL-HV-F4 FILM-LINED MEDIA SATT-SV8 SUPPLY LABORATORY SUPPLY VALVE 2,000 26x16x60 700 0.09 6 9 14 17 30 34 24 18 FORWARD
VIBRO-ACOUSTICS REFL-MHV-F9-L22706 TEE FILM-LINED MEDIA 1 FILM LINING SHALL BE HOSPITAL GRADE. MEDIA SHALL BE MOLD RESISTANT. 1 1 1 1 1 1 1 1 1 3 3 REFER TO DETAILS FOR ROUNDED CORNER
NOTES AND INSTALLATION. 2 2 2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
NTS M6.30 29313.00 11/30/18 HVAC - SCHEDULES # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DocuSign Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA
12/18/2018
M7.10HVAC - AIR RISER DIAGRAM.pdf
AHU-A SATT EXH-2 SATT EXH-1 SATT AREAWAY (POS) OUTSIDE AIR INTAKE ENERGY RECOVERY COIL BASEMENT LEVEL 1 LEVEL 3 ROOF LEVEL 2 LABORATORY SUPPLY SFD LABORATORY SUPPLY LABORATORY EXHAUST
LABORATORY EXHAUST SFD WRITE-UP SUPPLY 38"x48"38"x48" 32"x30" 32"x30" 30"x28" WRITE-UP SUPPLY PENTHOUSE ROOF SFD LABORATORY SUPPLY SFD 24"x20" 20"x24" 42"x24" 1. REFER TO FLOOR PLANS
FOR ADDITIONAL INFORMATION ON DUCT SIZES AND OTHER REQUIREMENTS. 2. THE EXHAUST SYSTEM IS DESIGNED TO NOT BE HAZARDOUS PER IMC-510. EH&S AND OWNER SHALL ENSURE CHEMICAL USAGE STAYS
BELOW ALLOWABLE LIMITS. GENERAL NOTES: AHU A EF A.1 EF A.2 E 1 S 1 E 2 FROM EXISTING CHILLED BEAM SYSTEM FROM EXISTING CHILLED BEAM SYSTEM AUDITORIUM SUPPLY (XM)AHU SERVING 2ND FLOOR
AUDITORIUM AUDITORIUM RETURN Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
NTS M7.10 29313.00 11/30/18 HVAC - AIR RISER DIAGRAM # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M7.20HVAC - HYDRONIC_STEAM RISER DIAGRAM.pdf
C C W H C ER GS 2"HWS 1 ET 3 HX 2 HX 1 HX 2-1/2"GS 2-1/2"GS 2-1/2"GR 2"HWS (XM)2-1/2"HWR 2-1/2"LPR (XM)2-1/2"HWR 4"LPS 2-1/2"HWS 2-1/2"HWR (XM)CBS (XM)CBR (XM)HWS (XM)HWR 2-1/2"GR 2-1/2"GR
2-1/2"GR 2-1/2"GR 2"HWS 2"HWR 2"HWS 2"HWR 3"CBS 3"CBR 2"HWS 2"HWR 2"HWS 2"HWR 3"CBS 3"CBR 2"HWR 2"HWS 2-1/2"LPS BASEMENT LEVEL 1 LEVEL 3 ROOF LEVEL 2 RHW 1 GW 1 AHU A CHWS BUILDING
LOOP FROM EXISTING BUILDING LOOP TO EXISTING CHWR FEEDER CHEMICAL LPS BUILDING LOOP FROM EXISTING LPC CONDENSATE RECEIVER TO EXISTING GLYCOL FILL SYSTEM 1" TO/FROM EXISTING PERIMETER
HEATING HWS/R CBS/R PROCESS COOLING CHILLERS TO/FROM FAN COIL UNITS AND HWS PERIMETER HEATING FROM EXISTING PERIMETER HEATING TO EXISTING HWR TO/FROM REHEAT COILS HWS/R GHW PUMPS CBS
BUILDING LOOP FROM EXISTING BUILDING LOOP TO EXISTING CBR (P.O.S.) (XM)TO FLOOR DRAIN FEEDER (XM)CHEMICAL LPS BUILDING LOOP FROM EXISTING LPC CONDENSATE RECEIVER TO EXISTING (XM)P-3
(XM) AIR SEPARATOR (XM)EXPANSION TANK P-3A (XM) HEAT EXCHANGER REPLACE EXISTING HWS/R PIPING IN BASEMENT AND IN SHAFT TO 3" TO/FROM EXISTING PERIMETER HEATING HWS/R CBS/R PROCESS COOLING
CHILLERS TO/FROM FAN COIL UNITS AND TO/FROM REHEAT COILS HWS/R AIR SEPARATOR PROVIDE ISOLATION VALVE AND CAP FOR MANUAL FILL AND 55 GALLON DRUM TO RECEIVE RELIEF VALVE DISCHARGE. P
5 P 6 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M7.20 29313.00 11/30/18
HVAC - HYDRONIC/STEAM RISER DIAGRAM # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M8.10HVAC - CONTROLS.pdf
MAH MAL C C C C ECM MT R XS AI AI BAS INSTRUMENT LEGEND GENERAL INSTRUMENT/FUNCTION SYMBOLS LINETYPE LEGEND EQUIPMENT SYMBOLS HVAC CONTROL SYSTEM NOTES - GENERALTYPICAL VARIABLE FREQUENCY
DRIVE AND ECM CONTROL PO INTS SENSOR LEGEND XX XX ## XY XX YA XX DI SI XX DI YA XX DI PDC XX AO FC XX DO FC 01 AO YA 01 DI ACTUATOR - SEE DRAWINGS & SPECS FOR VALVE TYPE TWO WAY VALVE
ASSOCIATED WITH DUCT SMOKE DETECTOR WITH AUXILIARY CONTACTS AND MANUAL RESET BACKPRESSURE REGULATOR, SELF CONTAINED PRESSURE REDUCING REGULATOR HAND-OFF-AUTOMATIC CONTROL STATION REFER
TO DIVISION 16 DWGS SELF CONTAINED HIGH & LOW MOISTURE "OUT OF RANGE" LIMITS FOR FAULTY SENSOR ALARM ACTUATOR - SEE DRAWINGS & SPECS FOR VALVE TYPE THREE WAY VALVE ASSOCIATED WITH OPPOSED
BLADE DAMPER ASSOCIATED WITH ACTUATOR WHEN IDENTICAL, MULTIPLE INSTRUMENTS EXIST WITHIN A LOOP, THEY ARE INDIVIDUALLY, SEQUENTIALLY NUMBERED HERE. X = ANALOG(A) OR DIGITAL(D) Y = OUTPUT(O)
OR INPUT(I) STATION AIR FLOW USERS CHOICE(*) MULTIFUNCTION(*) UNCLASSIFIED(*) USERS CHOICE(*) SYMBOL MODIFIER HEAT EXCHANGER PUMP HEAT EXCHANGER PROP FAN FILTER PLATE/FRAME SHELL/TUBE
FAN TUBULAR CENTRIFUGAL CENTRIFUGAL FAN PLUG FAN OR VANEAXIAL VOLUME TERMINAL VARIABLE AIR TEMPERATURE RADIATION EVENT (STATUS) USERS CHOICE(*) MULTIVARIABLE(*) WEIGHT OR FORCE SMOKE
EXAMPLE: PT=PRESSURE TRANSMITTER, HS=HAND SWITCH VIBRATION, MECH ANALYSIS SPEED OR FREQUENCY QUANTITY OR EVENT(*) PRESSURE (OR VACUUM) POSITION, DIMENSION MOISTURE WHEN USED, EXPLANATION
IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS. L M LEVEL N O (*) R Y W X Z T S U V Q P PILOT LIGHT SENSOR TAG ID DEVICE OR OR SETPOINT XXX START/STOP
SS ON/OFFOO AUTOAUTO OPEN/CLOSEOC MODIFIER SYMBOLS AND DESCRIPTIONS SHOWN BELOW ORIFICE, RESTRICTION USERS CHOICE(*) RECORD OR PRINT MULTIFUNCTION(*) UNCLASSIFIED(*) POINT (TEST CONNECTION)
MOMENTARY LIGHT (PILOT) INTEGRATE WELL SAFETY INTEGRATE LOW USERS CHOICE(*) RELAY OR COMPUTE(*) TRANSFORMER MULTIFUNCTION(*) SWITCH VALVE TRANSMIT ANALYSIS CURRENT FLOW RATE VOLTAGE
BURNER FLAME HAND (MANUAL) TIME OR SCHEDULE DEWPOINT B A I J K POWER E G F H GAS C D USERS CHOICE(*) SENSOR (PRIMARY ELEMENT) ALARM MODIFIER INDICATE SCAN RATE OF CHANGE GLASS RATIO
DIFFERENTIAL FIRST LETTER(S) MODIFIER SUCCEEDING LETTERS OUTPUT FUNCTION CONTROL STATION GATE CONTROL DAMPER HIGH USERS CHOICE(*) SYMBOL DESCRIPTION DESCRIPTION SYMBOL INSTRUMENT LINE
USERS CHOICE(*) TEMPERATURE ALARM LOW LIMITTSL PRESSURE ALARM HIGH LIMITPAH TEMPERATURE ALARM HIGH LIMITTSH PRESSURE ALARM LOW LIMITPAL MOISTURE ALARM HIGH LIMITMAH MOISTURE ALARM LOW
LIMITMAL MANUAL RESETR DESCRIPTIONSYMBOL BOX OR VALVE WITH REHEAT COIL VOLUME TERMINAL VARIABLE AIR BOX OR VALVE MOTOR STARTER VARIABLE FREQUENCY DRIVE PARALLEL BLADE DAMPER ASSOCIATED
WITH ACTUATOR SAMPLE DEVICE TAGS PROCESS LINE BAS INPUT/OUTPUT IDENTIFIER CONTROL DEVICE OR INSTRUMENT TAG INSTRUMENTATION IDENTIFICATION TAGS SHOWN ON THE ENCLOSED CONTROL DRAWINGS
ARE INTENDED TO BE SPECIFIC FOR EACH SEQUENCE. NO ATTEMPT HAS BEEN MADE TO COORDINATE SEQUENTIAL TAGS IN ALL SEQUENCES AS THIS EFFORT WOULD NOT AID IN THE UNDERSTANDING OF THE DESIGN
INTENT. THEREFORE THERE MAY BE INSTRUMENTS ON THE CONTROL DRAWINGS WHICH APPEAR TO HAVE THE SAME IDENTIFICATION NUMBER. PROVIDE AND COORDINATE A COMPLETE LIST OF INSTRUMENTATION, THE
ASSOCIATED IDENTIFICATION TAGS AND A CROSS REFERENCE TO BE USED IN THE BAS (BUILDING AUTOMATION SYSTEM) PROGRAM CODE. NOTES: MODULATING ACTUATOR WITH PILOT POSITIONER - FAILS OPEN (PNEUMATIC
ACTUATORS ONLY) MODULATING ACTUATOR WITH PILOT POSITIONER - FAILS CLOSED (PNEUMATIC ACTUATORS ONLY) MODULATING ACTUATOR WITH AN INTEGRAL PILOT POSITIONER (PNEUMATIC ACTUATORS ONLY)
MODULATING ACTUATOR WITHOUT INTEGRAL PILOT POSITIONER MODULATING ACTUATOR WITHOUT PILOT POSITIONER FAILS OPEN MODULATING ACTUATOR WITHOUT PILOT POSITIONER FAILS CLOSED TWO POSITION
ACTUATOR, FAILS OPEN TWO POSITION ACTUATOR, FAILS CLOSED 1. ELECTRICAL POWER WIRING: ALL POWER WIRING AND CONNECTIONS REQUIRED TO OPERATE BUILDING AUTOMATION CONTROL SYSTEM (BAS) AND
ALL CONTROL COMPONENTS SHALL BE PROVIDED UNDER THIS SECTION AND SHALL COMPLY WITH REQUIREMENTS OF DIVISION 26 SECTIONS. PROVIDE NORMAL AND STANDBY POWER WIRING TO ALL CONTROL DEVICES
TO PERFORM SEQUENCES OUTLINED. AS A MINIMUM THE BAS (ALL CONTROL PANELS, WORKSTATION, HOST COMPUTERS) SHALL BE CONNECTED TO STANDBY POWER. ELECTRICAL CIRCUITS FOR ALL CONTROLS SHALL
BE DEDICATED ONLY TO THE BUILDING AUTOMATION CONTROL SYSTEM AND COMPONENTS. ALL WIRING FROM AND INCLUDING DEDICATED CIRCUIT BREAKERS TO THE POINT OF USE SHALL BE PROVIDED BY THIS SECTION.
2. SEQUENCES OUTLINED (UNLESS OTHERWISE SPECIFIED) SHALL BE PERFORMED BY DIRECT DIGITAL CONTROL FIELD PANELS (DDCFPS) AND LOCALLY MOUNTED DIRECT DIGITAL UNIT CONTROLLERS CONNECTED TO
A CENTRAL BUILDING AUTOMATION SYSTEM. SYSTEM ARCHITECTURE SHALL BE BASED ON A PEER-TO-PEER DISTRIBUTED CONTROL SYSTEM NETWORK. SYSTEM SHALL INTEGRATE OPEN COMMUNICATION PROTOCOL CONTROLLERS.
ALL DDCFP AND LOCAL CONTROLLER SHALL BE CAPABLE OF INDEPENDENT OPERATION REGARDLESS OF THE STATUS OF THE BAS WORKSTATION. 3. ALL ZONE CONTROL DEVICES SHOULD BE CONTROLLED DIRECTLY BY
A LOCAL CONTROLLER. COORDINATION OF THESE DEVICES SHOULD NOT RELY ON THE NETWORK TO COMMUNICATE ACROSS THE ZONE. ZONES NEED TO BE ABLE TO OPERATE INDEPENDENTLY FROM BMS. 4. ALL SETPOINTS
AND TIME DELAYS SHALL BE ADJUSTABLE BY THE OPERATOR THROUGH THE BAS WORKSTATION AND THROUGH LAPTOP SERVICE TOOL CONNECTED TO DDCFPS AND CONTROLLERS WITHOUT ANY HARDWARE OR SOFTWARE
REVISIONS. 5. ADDRESS IDENTIFIERS FOR ALL POINTS AND VARIABLES SHALL BE COORDINATED WITH OWNER AND EXISTING CONTROLS AND SHALL BE APPROVED BY THE FACILTY OWNER. 6. ABILITY TO REVIEW
ALL MEASURED DATA, CONTROL SETPOINTS AND FUNCTIONS SHALL BE PROVIDED AT BAS WORKSTATION AND ON LAPTOP SERVICE TOOL. 7. PROVIDE MENU DRIVEN CAPABILITY TO OVERRIDE AUTOMATED START/STOP
OR OPERATING MODES FOR EACH PIECE OF EQUIPMENT (INCLUDING PUMPS, AIR HANDLING UNITS, VV BOXES, ETC...) AT LOCAL CONTROL PANEL. IF A SEQUENCE IS DISABLED BY MANUAL INPUT AND THE BAS
ATTEMPTS AN AUTOMATED CHANGE IN OPERATING MODE, AN ALARM SHALL BE INITIATED AT THE BAS STATING THAT THE SYSTEM WAS UNABLE TO CHANGE THE MODE DUE TO USER INPUT. WHERE APPLICABLE A MANUAL
INPUT COMMAND WILL THEN BE REQUIRED FROM THE USER INSTRUCTING THE BAS TO START THE NEXT SEQUENTIAL PIECE OF EQUIPMENT. 8. THE DESIGN INTENT IS FOR THE BAS TO MONITOR PRESSURES, TEMPERATURES
AND FLOWS AND TO CONTROL VALVES, VARIABLE FREQUENCY DRIVES (VFDS), AHUS, PUMPS, ETC.... MONITORED DATA WILL BE USED TO ENERGIZE OR DE-ENERGIZE EQUIPMENT IN ACCORDANCE WITH THE SEQUENCES
OUTLINED. ALL COMMON INFORMATION (E.G. OUTSIDE AIR TEMPERATURE AND HUMIDITY) SHALL BE MEASURED AND COMMUNICATED IN AT LEAST (3) LOCATIONS. 9. ALL EQUIPMENT CONTROLLED BY THE BAS SHALL
BE CAPABLE OF MANUAL OPERATION THROUGH HAND-OFF-AUTOMATIC (HOA) SWITCHES LOCATED IN THE MOTOR STARTERS OR VARIABLE FREQUENCY DRIVES. THE POSITIONING OF ALL VALVES CONTROLLED BY THE
BAS SHALL BE CAPABLE OF MANUAL POSITIONING (OPEN, CLOSED, MODULATED, AUTO) VIA LABELED POTENTIOMETERS AND SWITCHES. SAFETY DEVICES SHALL FUNCTION AND SHUT DOWN THE ASSOCIATED EQUIPMENT
WHEN THE MANUAL SWITCHES ARE IN BOTH THE HAND AND AUTO POSITIONS. 10. COORDINATE ALL SENSOR INSTALLATION LOCATIONS AND SUBMIT PROPOSED POSITIONS ON APPLICABLE PIPING AND DUCTWORK COORDINATION
SUBMITTALS. COORDINATE AND ENSURE MANUFACTURER'S RECOMMENDED UPSTREAM AND DOWNSTREAM PIPE OR DUCT DIAMETERS ARE PROVIDED. SPECIAL ATTENTION IS REQUIRED FOR FLOW ELEMENTS AND TRANSMITTERS.
IN THE FOLLOWING SEQUENCES, THE SYMBOL FE REFERS TO FLOW ELEMENTS OF THE PITOT TUBE TYPE. THE SYMBOL FT, WHEN ATTACHED TO AN FE, REFERS TO A FLOW TRANSMITTER. THE SYMBOL FT ALONE, REFERS
TO A COMBINATION FLOW ELEMENT AND TRANSMITTER. 11. UNLESS OTHERWISE NOTED, THE SYMBOL TT, WHEN ATTACHED TO AN TE, REFERS TO A TEMPERATURE SENSOR CONNECTED TO A SEPARATE TEMPERATURE
TRANSMITTER. THE SYMBOL TT ALONE, REFERS TO A COMBINATION TEMPERATURE SENSOR AND TRANSMITTER. 12. PROVIDE COMMUNICATIONS INTERFACE INCLUDING SOFTWARE BETWEEN THE BAS AND EACH EQUIPMENT
MANUFACTURER SUPPLIED CONTROL PANEL. BAS SHALL BE CAPABLE OF READING AND DISPLAYING ALL DATA USED BY THE EQUIPMENT MANUFACTURER CONTROL PANEL. SOFTWARE INTERFACE SHALL BE THROUGH LONMARK
OR BACNET COMPLIANT PROTOCOL WHERE THE BAS IS REQUIRED TO CONTROL THE OPERATION OF THE EQUIPMENT. PROVIDE COMPLETE INPUT AND OUTPUT INTERFACE. 13. FAIL SAFE POSITIONS INDICATED ARE
POSITIONS THAT DEVICES WILL GO TO WHEN THE ASSOCIATED EQUIPMENT IS DE-ENERGIZED. 14. PROVIDE ADEQUATE DAMPING OF ALL MODULATING CONTROL LOOPS TO PREVENT HUNTING. MAXIMUM RESPONSE TIME
SHALL BE 30 SECONDS. ALL CONTROL LOOPS SHALL BE TUNED TO PROVIDE FOR STABLE OPERATION OF THE CONTROL DEVICE. LOOP TUNING MAY BE REQUIRED TO BE PERFORMED MULTIPLE TIMES DURING MULTIPLE
CONTROL SCENARIOS. 15. WHENEVER A UNIT IS SHUT DOWN BECAUSE OF ONE OF IT'S SAFETIES, THE BAS SHALL RETAIN IN MEMORY THE READING AND SETPOINT OF EACH ASSOCIATED DEVICE TO HELP THE OPERATOR
IN ISOLATING THE CAUSE OF THE SHUT DOWN. BAS SHALL INCLUDE AN ON SCREEN MANUAL RESTART BUTTON FOR EACH SYSTEM AND PIECE OF EQUIPMENT TO ALLOW REMOTE RESTART AT THE BAS WORKSTATION.
16. WHENEVER AN ALARM IS INITIATED, THE BAS SHALL RETAIN IN MEMORY THE READING AND SETPOINT OF EACH ASSOCIATED DEVICE TO HELP THE OPERATOR IN ISOLATING THE CAUSE OF THE ALARM. 17. IF
ANY DDCFP OR EQUIPMENT MANUFACTURER CONTROL PANEL LOSES COMMUNICATION WITH THE BAS NETWORK, AN ALARM SHALL BE INITIATED AT THE BAS INDICATING THE LOCATION OF THE FAULT. 18. THE FOLLOWING
DEFINITIONS APPLY TO THE SEQUENCES OF OPERATION: a. BAS: PERSONAL COMPUTER BASED WORKSTATION b. DDCFP: DIRECT DIGITAL CONTROL FIELD PANEL. DDCFPS ARE APPLICATION BASED LOCAL SYSTEM
CONTROLLERS WITH INPUTS FROM MONITORED DEVICES, OUTPUTS TO CONTROLLED DEVICES, CONTROLLING LOGIC SOFTWARE, AND NETWORKING CAPABILITY FOR COMMUNICATION WITH THE BAS. 18. WHENEVER A PIECE
OF EQUIPMENT IS TAKEN OFFLINE FOR MAINTENANCE, ALARMS RELATED TO THIS PIECE OF EQUIPMENT SHALL BE TEMPORARILY DISABLED. 19. WHERE CURRENT TRANSMITTERS ARE USED TO DETERMINE FAN OR EQUIPMENT
STATUS, A BELT OFF TEST SHALL BE PERFORMED TO DETERMINE CURRENT LOW POINT TO VERIFY STATUS. 20. ALL WALL MOUNTED TEMPERATURE OR HUMIDITY TRANSMITTERS SHALL HAVE ALL PENETRATIONS SEALED.
21. ALL INSTALLED CONTROL DEVICES SHALL BE INSTALLED IN SUCH A WAY TO BE ACCESSIBLE FOR MAINTENANCE AND REPAIR. 22. OCCUPANCY SCHEDULES: a. OCCUPANCY SCHEDULING SHALL BE CAPABLE OF
SCHEDULING BY AREA, ZONE, GROUPS OF ZONES, INDIVIDUALLY CONTROLLED EQUIPMENT AND GROUPS OF INDIVIDUALLY CONTROLLED EQUIPMENT. b. EACH SCHEDULE SHALL PROVIDE BEGINNING AND ENDING DATES
AND TIMES (HOURS:MINUTES). c. A WEEKLY REPEATING SCHEDULE (E.G. BETWEEN 8:00 A.M. AND 6:00 P.M., MONDAY THROUGH FRIDAY) SHALL CONSTITUTE ONE SCHEDULE, NOT FIVE. d. DATED SCHEDULES MAY
BE ENTERED IN ONE-YEAR ADVANCE. e. DATED SCHEDULES SHALL BE SELF-DELETING WHEN EFFECTIVE DATES HAVE PASSED. f. WHEN A TEMPERATURE OF A ROOM, AREA OR ZONE, SCHEDULED OFF OR UNOCCUPIED,
FALLS BELOW 55 F (ADJ.), THE SCHEDULE SHALL BE OVERRIDDEN AUTOMATICALLY AND THE ZONE SHALL BE OVERRIDDEN TO PROVIDE MINIMUM 55 F SPACE TEMPERATURE AND AN ALARM SHALL BE INITIATED THROUGH
THE BAS. g. WHEN A TEMPERATURE OF A ROOM, AREA OR ZONE, AS DESCRIBED ABOVE REACHES 55 F (ADJ.) PLUS A DEADBAND (ADJ.), THE SCHEDULE IS RESUMED. h. LEAP YEARS SHALL BE ADJUSTED AUTOMATICALLY
WITHOUT OPERATOR INTERVENTION. SCHEDULES: a. INDIVIDUAL LAB SCHEDULING TO BE DETERMINED BY OWNER b. COORDINATE WITH OWNER TO INCORPORATE CORNELL HOLIDAYS AND BREAKS INTO SCHEDULES.
c. FOR ALL OTHER SPACES: OCCUPIED 8:00 AM TO 6:00 PM MON. THRU FRI. UNOCCUPIED ALL OTHER TIME PERIODS 23. REFER TO INDIVIDUAL SEQUENCES FOR ADDITIONAL VARIABLE SETPOINTS. 24. AS A MINIMUM,
ONE DDCFP SHALL BE PROVIDED FOR EACH AIR HANDLING UNIT AND ONE FOR EACH LAB EXHAUST FAN FOR REDUNDANCY. 25. SAFETIES SHALL BE HARDWIRED UNLESS NOTED OTHERWISE. 26. ALL HVAC EQUIPMENT
SHALL BE STARTED/ENABLED AND STOPPED/DISABLED THROUGH THE BAS. BAS SHALL HAVE PROGRAMMING THAT ALLOWS USER TO OVERRIDE AUTOMATED START/STOP THROUGH MANUAL INPUT AT THE BAS OR THROUGH
LOCAL HOA SWITCHES. 27. ALL CONTROL SYSTEM SENSORS SHALL HAVE HIGH AND LOW LIMIT SOFTWARE ALARMS TO INDICATE FAULTS. ALL ALARMS SHALL INITIATE AUDIBLE AND VISUAL ALARM AT THE BAS WORKSTATION
AND AT THE WORKSTATION ALARM PRINTER. ALARM SHALL INDICATE TIME, DATE, SPECIFIC CONTROL POINT AND NATURE OF THE ALARM. 28. AFTER INITIAL STARTUP BAS SHALL AUTOMATICALLY CONTROL OPERATING
MODE FOR ALL EQUPMENT VIA PROGRAMMABLE SCHEDULES INDICATED IN INDIVIDUAL ZONE OR EQUIPMENT SEQUENCES. BAS SHALL INCLUDE OPTION TO MANUALLY OVERRIDE EACH AUTOMATED SEQUENCE VIA INPUT
TO THE BAS. ALL SAFETIES AND ALARMS SHALL REMAIN ACTIVE WHEN OPERATING IN MANUAL OVERRIDE MODES. 29. CONNECT TO LIGHTING SYSTEM FOR MONITORING AND INTERFACE. 30. HISTORIES, TRENDS
AND REPORTS a. THE BAS SHALL RETAIN IN MEMORY AT ALL TIMES 5 MINUTES OF TREND DATA (OR LAST 5 READINGS WHICHEVER IS LONGER) FOR EACH CONTROL POINT OR VARIABLE. RESOLUTION OF THIS SHALL
NOT EXCEED ONE READING PER 15 SECOND INTERVAL. b. BAS SHALL RETAIN ONE YEAR (ROLLLING) OF DATA FOR ALL CONTROL POINTS IN TEN MINUTE INTERVALS. c. USER SHALL BE ABLE TO SELECT TABULAR
OR GRAPHICAL OUTPUT OF DATA. GRAPHIC DATA SHALL BE AVAILABLE IN USER SELECTABLE COLOR OR BACK AND WHITE VERSIONS. d. TABULAR DATA SHALL BE MADE AVAILABLE IN COMMA SEPARATED VALUES OR
IN FORMAT COMPATABLE WITH MICROSOFT EXCEL SOFTWARE. USERS CHOICE(*) DRIVER, ACTUATOR OR UNCLASSIFIED FINAL CONTROL ELEMENT PROCESS OR INITIATING VARIABLE READOUT OR PASSIVE FUNCTION
COIL: CC - COOLING COIL RHC- REHEAT COIL PHC- PREHEAT COIL ERC- ENERGY RECOVERY COIL IT 01 IT 01 MS VFD NOTES ON VARIABLE FREQUENCY DRIVES VFD HOA OUTPUT TO MOTOR ENABLE SPEED INDICATOR
INTERNAL DIAGNOSTIC VARIABLE FREQUENCY DRIVE VIRTUAL POINTS: VARIABLE FREQUENCY DRIVE MANUFACTURER COMMUNICATION CHIP/CARD MAY BE USED IN LIEU OF ANY HARD WIRED POINTS INDICATED VFD
SYMBOL USED TO REPRESENT VARIABLE FREQUENCY DRIVE REFER TO PLANS FOR SPACE TEMPERATURE, HUMIDITY, PRESSURE AND CARBON DIOXIDE SENSORS/TRANSMITTERS INDICATED BY THE FOLLOWING SYMBOLS:
TEMPERATURE SENSOR/TRANSMITTER = HUMIDITY SENSOR/TRANSMITTER = PRESSURE SENSOR/TRANSMITTER = EQUIPMENT ALARM CABLE LOCATION = (1 CABLE WITH 8 CONDUCTORS) CARBON DIOXIDE SENSOR = AIRFLOW
DIRECTION INDICATOR = ALARM STROBE/HORN = P H T A C THE HAND-OFF-AUTOMATIC SWITCH ON THE VFD SHALL PROVIDE FOR THE FOLLOWING BASIS OF CONTROL: a. HAND POSITION: THE BAS SHALL HAVE NO
CONTROL OVER THE MOTOR SPEED NOR SHALL IT BE ABLE TO START OR STOP THE MOTOR (EXCEPT FOR SAFETY PURPOSES WHERE THE MOTOR SHALL SHUT DOWN). THE MOTOR SHALL RUN UNDER SPEED CONTROL FROM
THE HAND POTENTIOMETER ON THE VFD. ALL SAFETIES CONTROLLING THE SHUTDOWN SHALL BE OPERATIONAL (i.e. SMOKE DETECTORS, PRESSURE SWITCHES, ETC). TEMPERATURE AND HUMIDITY CONTROL SHALL
BE AVAILABLE THROUGH THE BAS. b. OFF POSITION: THE MOTOR SHALL BE OFF. THE BAS SHALL NOT CONTROL THE MOTOR. ALL OTHER CONTROL POINTS SHALL BE IN THEIR FAIL-SAFE POSITION. c. AUTOMATIC
POSITION : THE MOTOR SHALL BE CONTROLLED BY THE BAS. d. ALL ELECTRICAL DISCONNECTS ON EQUIPMENT SERVED BY VARIABLE SPEED DRIVES SHALL HAVE A SWITCH IN THE ELECTRICAL DISCONNECT WHICH
REPORTS DISCONNECT POSITION. THIS SWITCH SHALL BE IN THE PERMISSIVE CIRCUIT OF THE VARIABLE FREQUENCY DRIVE SPEED CONTROL ADI EC MOTOR STARTER AND CONTROL OUTPUT TO MOTOR SPEED CONTROL
MOTOR STARTER SYMBOL USED TO REPRESENT EC MOTOR STARTER AND CONTROL HOA HOA C RH PH ER Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.10 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2
F6DD72B539 12/10/2018
M8.20HVAC - CONTROLS.pdf
C C R RR C VFD R C VFD VFD LPS HX-2 HX-3 LPC P-5 P-6 DO AI AO AO AI AIAI AI DI AI AI DIDI AI DI DI (OPEN) AI AI DI DI AI DO DI AI AIAO AO DO AIAI AI AI AI AI AI AI AI AI AIAI AI DI (CLOSED)
AI AI ECM DO DI (OPEN) C FCD 01 PDIT 01 FCV 01 FCV 02 FT 01 PT 01 TT 01 TT 04 PSL 01 MT 01 MT 04 PSH 02 TSL 01 PT 02 TSL 02 ZS 01 TT 02 TT 03 XT 01 FT 02 FCD 02 PSL 02 PDIT 03 PDIT
02 FCD 03 PT 04 PT 03 PT 05 TT 08 TT 07 FT 03 JI 03 JI 03 MT 03 TT 05 MT 03 TT 06 MT 03 TT 09 TT 10 FCD 04 ZS 03 EF-A.1 EF-A.2 SUPPLY FAN SPEED CONTROL SUPPLY AIR FANS SHALL MODULATE
IN PARALLEL VIA A VARIABLE FREQUENCY DRIVE AS REQUIRED TO MAINTAIN THE DOWNSTREAM STATIC PRESSURE SETPOINT. THE DOWNSTREAM STATIC PRESSURE SETPOINT SHALL BE RESET AS NEEDED TO MAINTAIN
THE CRITICAL ZONE DAMPER POSITION AT 95% OPEN. EXHAUST AIR FAN SPEED AND BYPASS DAMPER CONTROL EXHAUST DISCHARGE AIR PRESSURE SETPOINT SHALL BE DETERMINED DURING TESTING AND BALANCING
TO DELIVER THE SCHEDULED AIRFLOW. ONCE SCHEDULED AIRFLOW IS ACHIEVED, CORRESPONDING AIR PRESSURE SHALL BE SETPOINT. EXHAUST FANS SHALL SWITCH LEAD/LAG DESIGNATION WEEKLY. LEAD EXHAUST
FAN SHALL MODULATE VIA A VARIABLE FREQUENCY DRIVE AS REQUIRED TO MAINTAIN THE DISCHARGE AIR PRESSURE SETPOINT. BYPASS AIR DAMPER SHALL MODULATE TO MAINTAIN SYSTEM STATIC PRESSURE SETPOINT.
THE DOWNSTREAM STATIC PRESSURE SETPOINT SHALL BE RESET AS NEEDED TO MAINTAIN THE CRITICAL ZONE DAMPER POSITION AT 95% OPEN. SUPPLY AIR TEMPERATURE SETPOINT DISCHARGE AIR TEMPERATURE
RESET: THE AHU DISCHARGE AIR TEMPERATURE SHALL BE ALLOWED TO RESET BASED ON THE FOLLOWING SCHEDULE: OAT = 75 DEG F & ABOVE DAT = 55 DEG F OAT = 55 DEG F & BELOW DAT = 65 DEG F GLYCOL
RUN AROUND HEAT RECOVERY AND TEMPERATURE CONTROL EQUIPMENT CYCLING: WEEKLY, THE HEAT EXCHANGERS AND PUMPS SHALL ALTERNATE LEAD/LAG OPERATION. LAG HEAT EXCHANGER SHALL HAVE HOT WATER
ISOLATION VALVE FULLY CLOSED AND LEAD HEAT EXCHANGER'S HOT WATER ISOLATION VALVE SHALL BE FULLY OPEN. LAG PUMP SHALL REMAIN OFF. WINTER MODE CONDITIONS: WINTER MODE SHALL BE INITIATED
WHEN THE OUTSIDE AIR TEMPERATURE IS BELOW THE SUPPLY AIR TEMPERATURE SETPOINT. THE LEAD PUMP SHALL BE ENABLED AND OPERATE AT CONSTANT SPEED. WINTER MODE GLYCOL TEMPERATURE SETPOINT:
HEAT EXCHANGER HOT WATER LEAVING TEMPERATURE SHALL BE RESET TO MAINTAIN AHU DISCHARGE AIR TEMPERATURE TT-04. WINTER MODE STEAM BOOSTER HEAT CONTROL: LEAD HEAT EXCHANGER STEAM CONTROL
VALVE SHALL MODUALTE TO MAINTAIN HOT WATER LEAVING TEMPERATURE SETPOINT. WINTER MODE VALVE CONTROL:THE 3-WAY VALVE SHALL NORMALLY DIRECT ALL GLYCOL FLOW THROUGH THE EXHAUST AIR COIL.
IF LEAD HEAT EXCHANGER STEAM CONTROL VALVE IS FULLY CLOSED AND SUPPLY AIR DISCHARGE TEMPERATURE EXCEEDS SETPOINT, 3-WAY VALVE SHALL MODULATE TO MAINTAIN SUPPLY AIR DISCHARGE AIR TEMPERATURE.
CHILLED WATER VALVE SHALL BE FULLY CLOSED. ANTI-FROST MODE: ANTI-FROST MODE SHALL BE INITIATED WHEN THE EXHAUST AIR RECOVERY COIL LEAVING AIR TEMPERATURE FALLS BELOW 34 DEG F. THE 3-WAY
VALVE SHALL MODULATE TO MAINTAIN THE EXHAUST AIR RECOVERY COIL LEAVING AIR TEMPERATURE ABOVE 34 DEG F. INTERMEDIATE MODE: INTERMEDIATE MODE SHALL BE INITIATED WHEN THE OUTSIDE AIR TEMPERATURE
IS ABOVE THE SUPPLY AIR SETPOINT AND BELOW THE EXHAUST AIR TEMPERATURE PLUS AN OFFSET TO ADJUST FOR THE COST OF RUNNING THE PUMP VERSUS THE AMOUNT OF RECOVERED HEAT. THE OFFSET SHALL
INITIALLY BE SET TO 7°F AND SHALL BE RE-EVALUATED AFTER ACCUMULATED 1 YEARS WORTH OF ENERGY DATA. BOTH PUMPS SHALL BE DISABLED. HEAT EXCHANGER STEAM CONTROL VALVES SHALL BE FULLY CLOSED.
CHILLED WATER CONTROL VALVE SHALL MODULATE TO MAINTAIN DISCHARGE AIR TEMPERATURE SETPOINT. SUMMER MODE: SUMMER MODE SHALL BE INITIATED WHEN THE OUTSIDE AIR TEMPERATURE IS ABOVE THE
EXHAUST AIR TEMPERATURE PLUS THE OFFSET DESCRIBED ABOVE. THE PUMP SHALL BE ENABLED AND OPERATE AT CONSTANT SPEED. THE 3-WAY VALVE SHALL DIRECT ALL GLYCOL FLOW THROUGH THE EXHAUST AIR
COIL. HEAT EXCHANGER STEAM CONTROL VALVES SHALL BE FULLY CLOSED. CHILLED WATER COIL CONTROL VALVE SHALL MODULATE TO MAINTAIN DISCHARGE AIR TEMPERATURE SETPOINT. WHEN THE AHU DISCHARGE
AIR TEMPERATURE RISES ABOVE THE DISCHARGE SETPOINT, THE PRE-HEAT COIL CONTROL VALVE SHALL BE CLOSED, THE GLYCOL COIL PUMP SHALL BE OFF, AND THE CHILLED WATER CONTROL VALVE SHALL MODULATE
AS REQUIRED TO MAINTAIN THE DISCHARGE AIR TEMPERATURE SETPOINT. SYSTEM DESCRIPTION 100% OUTSIDE AIR HANDLING UNIT (AHU-A) EXHAUST AIR FANS (EF-A.1 AND EF-A.2) GLYCOL PRE-HEAT AND ENERGY
RECOVERY COIL CHILLED WATER COOLING COIL GENERAL SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND CONTROL SYSTEM (BACS). POWER FOR THE TEMPERATURE CONTROL PANEL SHALL
BE FED FROM STANDBY POWER. CONTROLLED EQUIPMENT POWER SHALL BE FED FROM NORMAL POWER. ALL SET POINTS SHALL BE ADJUSTABLE. THE BACS SHALL BE CAPABLE OF RETAINING ITS PROGRAMMING AND
TIME SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS. ALL SAFETIES SHALL BE HARD WIRED INTO THE FAN MOTOR POWER CIRCUIT, AND SHALL REQUIRE MANUAL RESET. DURING HEATING MODE, THE
HEATING CONTROL VALVES SHALL CONTINUE TO CONTROL WHEN THE FAN IS OFF FOR CONTINUED FREEZE PROTECTION. DESIGN INTENT: THE AHU GLYCOL HEAT EXCHANGER IS SIZED TO PROVIDE FULL HEATING IF
THE HEAT RECOVERY SYSTEM FAILS. SETPOINTS AHU DISCHARGE AIR TEMPERATURE (DAT): SEE RESET SCHEDULE FREEZESTAT LOW LIMIT TEMPERATURE 38 DEG F FILTER DIFFERENTIAL PRESSURE HIGH LIMIT:
TWICE THE SCHEDULED INITIAL PRESSURE DROP. INITIAL SUPPLY DOWNSTREAM STATIC PRESSURE: 2.0" W.C. INITIAL EXHAUST UPSTREAM STATIC PRESSURE: -2.0" W.C. SUPPLY FAN DISCHARGE HIGH STATIC
PRESSURE LIMIT: 6" W.C. EXHAUST FAN INTAKE LOW STATIC PRESSURE LIMIT: -6" W.C. SUPPLY FAN SUCTION LOW STATIC PRESSURE LIMIT: -4" W.C. SUPPLY FAN MINIMUM SPEED: 30% EXHAUST FAN MINIMUM
SPEED: 30% SYSTEM OCCUPANCY SCHEDULE: 24/7/365 START/STOP AIR HANDLING UNIT SUPPLY FAN SHALL BE INTERLOCKED WITH THE ASSOCIATED HEAT RECOVERY EXHAUST FAN. AND SHALL OPERATE CONTINUOUSLY.
SHUTOFF DAMPER CONTROL WHEN THE SYSTEM FANS ARE OFF, THE OUTSIDE AIR, DISCHARGE, AND ASSOCIATED EXHAUST DAMPERS SHALL BE CLOSED. WHEN THE SYSTEM FANS ARE INDEXED TO START, THE OUTSIDE
AIR AND ASSOCIATED EXHAUST DAMPERS SHALL PROVE OPEN VIA AN END SWITCH PRIOR TO STARTING THE SYSTEM FANS. SAFETIES FREEZE PROTECTION: UPON ACTIVATION OF THE LOW LIMIT TEMPERATURE SWITCH,
THE SUPPLY AIR FAN SHALL SHUT DOWN, THE OUTSIDE AIR AND SMOKE ISOLATION DAMPER SHALL CLOSE, THE CHILLED WATER CONTROL VALVE SHALL OPEN, THE PRE-HEAT LEAD PUMP SHALL RUN CONSTANT VOLUME,
AND THE LEAD HEAT EXCHANGER SHALL MAINTAIN THE HOT WATER LEAVING TEMPERATURE AT 100°F. HIGH SUPPLY FAN STATIC: THE SUPPLY AIR FAN SHALL SHUT DOWN AND THE OUTSIDE AIR DAMPERS SHALL CLOSE
UPON ACTIVATION OF THE HIGH FAN DISCHARGE STATIC PRESSURE SWITCH. LOW SUPPLY FAN STATIC: THE SUPPLY AIR FAN SHALL SHUT DOWN AND THE OUTSIDE AIR DAMPER SHALL CLOSE UPON ACTIVATION OF
THE LOW FAN SUCTION STATIC PRESSURE SWITCH. LOW EXHAUST FAN STATIC: THE EXHAUST AIR FAN SHALL SHUT DOWN UPON ACTIVATION OF THE LOW FAN SUCTION STATIC PRESSURE SWITCH. SMOKE DETECTION:
THE FAN SHALL SHUT DOWN AND THE OUTSIDE AIR/RELIEF/SMOKE ISOLATION AIR DAMPER SHALL CLOSE UPON ACTIVATION OF A DUCT SMOKE DETECTOR. ENERGY RECOVERY MONITORING BAS SHALL CALCULATE AND
RECORD TOTAL SITE ENERGY SAVED FROM ENERGY RECOVERY SYSTEM. TOTAL ENERGY SAVED SHALL BE CALCULATED USING THE FOLLOWING FORMULA BASED ON THE SENSIBLE-ONLY RECOVERY DONE BY THE GLYCOL
RUNAROUND COIL: Q = TOTAL ENERGY TRANSFER AT COIL - PUMPING - STEAM BOOST HEAT Q = (1.08*SA_CFM*(HRC_LAT - HRC_EAT)) - 3.41*P_KW - 950*STM_LBS Q = TOTAL SITE ENERGY SAVED (BTU/HR)
SA_CFM = SUPPLY AIR TOTAL AIRFLOW (CFM) *SUM OF AIRFLOW MEASURED AT FANS HRC_LAT = HEAT RECOVERY COIL LEAVING AIR TEMPERATURE (°F) HRC_EAT = HEAT RECOVERY COIL ENTERING AIR TEMPERATURE
(°F) P_KW = PUMPING ENERGY CONSUMPTION (KW) *SUM OF ENERGY CONSUMED BY PUMPS STM_LBS = STEAM FLOW RATE (LBS/HR) *SUM OF CONDENSATE FLOW METERS AHU-A, EF-A.1/A.2, AND GLYCOL RUNAROUND
CONTROLS OUTSIDE AIR PREFILTER PDAH FINAL FILTER CHWS CHWR SUPPLY AIR FREEZESTAT FIRE ALARM SYSTEM BAS INPUT FIRE ALARM INPUT TYPICAL FOR EACH EXHAUST FAN FILTER PDAH BYPASS AIR TYPICAL
FOR EACH HEAT EXCHANGER EXHAUST AIR GLYCOL PREHEAT/ENERGY RECOVERY COIL SMOKE ISOLATION DAMPER ZS 02 BDD H ER TCV 01 LEAD HX LAG HX FCV 02 Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.20 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18
ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M8.30HVAC - CONTROLS.pdf
AHU-A, EF-A.1/A.2, AND GLYCOL RUNAROUND CONTROL POINTS POINT NAME HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTES BI BO AI AO AV BV SCH TREND ALARM BACS EMCS STEAM LOAD SHED X(6)
BINARY NETWORK INPUTS FROM EMCS CHILLER WATER LOAD SHED X(4) X BINARY NETWORK INPUTS FROM EMCS OUTSIDE AIR DAMPER POSITION COMMAND X X OURSIDE AIR DAMPER STATUS X X X OUTSIDE AIR TEMPERATURE
X X X OUTSIDE AIR RELATIVE HUMIDITY X X X OUTSIDE AIR DEWPOINT X X OUTSIDE AIR FILTER RACK DIFFERENTIAL PRESSURE X X X X X HIGH LIMIT X MAGNAHELIC INDICATING TRANSMITTER HRC SUPPLY
COIL ENTERING WATER TEMPERATURE X X X HRC SUPPLY COIL LEAVING WATER TEMPERATURE X X X HRC EXHAUST COIL ENTERING WATER TEMPERATURE X X X HRC EXHAUST COIL LEAVING WATER TEMPERATURE X
X X HRC LOOP PUMP MOTOR START/STOP (EACH PUMP) X X X INTERLOCK WITH FA SYSTEM, IF REQUIRED HRC LOOP PUMP MOTOR SPEED CONTROL (EACH PUMP) X X X HRC LOOP PUMP MOTOR STATUS (EACH PUMP)
X X X MOTOR FAILURE X VIA CURRENT SENSOR HRC BYPASS CONTROL VALVE POSITION COMMAND X X X HRC DISCHARGE AIR TEMPERATURE X X X X X HRC DISCHARGE AIR HUMIDITY X X X X X SUPPLY AIR FILTER
RACK DIFFERENTIAL PRESSURE X X X X HIGH LIMIT X MAGNAHELIC INDICATING TRANSMITTER PRE-HEAT COIL VALVE POSITION COMMAND X X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X NORMALLY
OPEN PRE-HEAT COIL DISCHARGE AIR TEMPERATURE X X X AVERAGING SENSOR PRE-HEAT COIL PUMP START/STOP X X PRE-HEAT COIL PUMP STATUS X X X MOTOR FAILURE X VIA CURRENT SENSOR LOW LIMIT AIR
TEMPERATURE STATUS X X X LOW LIMIT X LOW LIMIT WATER TEMPERATURE STATUS X X X LOW LIMIT X COOLING COIL VALVE POSITION COMMAND X X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED
X NORMALLY CLOSED COOLING COIL DISCHARGE AIR TEMPERATURE X X X AVERAGING SENSOR SUPPLY FAN AIR FLOW (EACH FAN) X X X INSTALL IN INLET CONE WHERE FEASIBLE SUPPLY FAN FAN MOTOR START/STOP
(EACH FAN) X X X X INTERLOCK WITH FA SYSTEM SUPPLY FAN FAN SPEED COMMAND (EACH FAN) X X X SUPPLY FAN DOWNSTREAM STATIC PRESSURE (2 SENSORS AVERAGED) X X X X 10% DEVIATION FROM SETPOINT
X SUPPLY FAN DOWNSTREAM STATIC PRESSURE SETPOINT X X X SUPPLY FAN DUCT SMOKE DETECTOR STATUS X X SUPPLY FAN STATUS (EACH FAN) X X X FAILURE X VIA CONTACT ON DRIVE SUPPLY FAN POWER (kW)
(EACH FAN) X X X BACnet MSTP NETWORK POINT SUPPLY FAN SPEED (RPM) (EACH FAN) X X X BACnet MSTP NETWORK POINT SUPPLY FAN DISCHARGE PRESSURE SWITCH STATUS X X X HIGH LIMIT X SUPPLY FAN
SUCTION PRESSURE SWITCH STATUS X X X LOW LIMIT X AHU DISCHARGE AIR TEMPERATURE X X X X +/- 4° F FROM SETPOINT X SINGLE POINT SENSOR AHU DISCHARGE AIR TEMPERATURE SETPOINT X X X AHU
DISCHARGE AIR HUMIDITY X X X X X EXHAUST AIR BYPASS DAMPER POSITION COMMAND X X EXHAUST AIR ISOLATION DAMPER POSITION COMMAND (EACH FAN) X X EXHAUST AIR ISOLATION DAMPER STATUS (EACH
FAN) X X X EXHAUST FAN AIR FLOW (EACH FAN) X X X INSTALL IN INLET CONE WHERE FEASIBLE EXHAUST FAN MOTOR START/STOP (EACH FAN) X X X X INTERLOCK WITH FA SYSTEM EXHAUST FAN SPEED COMMAND
(EACH FAN) X X X EXHAUST FAN UPSTREAM STATIC PRESSURE (2 SENSORS AVERAGED) X X X X 10% DEVIATION FROM SETPOINT X EXHAUST FAN UPSTREAM STATIC PRESSURE SETPOINT X X X EXHUAST FAN STATUS
(EACH FAN) X X X FAILURE X VIA CONTACT ON DRIVE EXHAUST FAN POWER (kW) (EACH FAN) X X X BACnet MSTP NETWORK POINT EXHUAST FAN SPEED (RPM) (EACH FAN) X X X BACnet MSTP NETWORK POINT
EXHAUST FAN SUCTION PRESSURE SWITCH STATUS (EACH FAN) X X X LOW LIMIT X HRC EXHAUST AIR ENTERING HUMIDITY X X X HRC EXHAUST AIR LEAVING HUMIDITY X X X HRC EXHAUST AIR ENTERING TEMPERATURE
X X X HRC EXHAUST AIR LEAVING TEMPERATURE X X X HRC EXHAUST AIR LEAVING TEMPERATURE SETPOINT X X X FOR FROST CONTROL HRC EXHAUST AIR FILTER RACK DIFFERENTIAL PRESSURE X X X X HIGH LIMIT
X MAGNAHELIC INDICATING TRANSMITTER HEAT EXCHANGER STEAM CONTROL VALVE POSITION COMMAND (EACH HX) X X X X X FAIL CLOSED HEAT EXCHANGER GLYCOL ISOLATION VALVE POSITION COMMAND (EACH
HX) X X X X X FAIL CLOSED HRC HEAT RECOVERY EFFECTIVENESS X X X CALCULATE BASED ON TEMPERATURE HRC RECOVERED ENERGY (BTUH) X X X CALCULATE BASED ON TEMPERATURE HRC TOTALIZED RECOVERED
ENERGY (BTU/YR) X X X CALCULATE BASED ON TEMPERATURE Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 NTS M8.30 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539
12/10/2018
M8.40HVAC - CONTROLS.pdf
FM C C C C ECM C C C ECM T DI AO DI AI AO AI AO AO DO AO AI AI AO AI AI AI C C C ZS 01 FCV 01 MI 01 FT 01 FCD 01 TT 01 FCV 01 FCV 01 MI 01 FCV 01 ZI 01 FT 01 FCD 01 ZI 01 TT 01 TT 01
HEAT EXCHANGERS HEAT RECOVERY LPC FROM STEAM CONDENSATE ENERGY METER ENERGY METERS AND ENERGY REPORTING GENERAL 1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND
SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS. SYSTEM OPERATION 1. ENERGY METER SHALL BE DIRECTLY CONNECTED TO, AND THE DATA SHALL
BE DIRECTLY INSTALLED IN THE BUILDING AUTOMATION SYSTEM. 2. STEAM CONDENSATE (BTU), AND ELECTRIC (KW) SHALL BE MONITORED. FIRE SMOKE DAMPER CONTROLS. GENERAL 1. REFER TO SEQUENCE OF
OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS. SYSTEM OPERATION 1. REFER TO FIRE ALARM
PLANS FOR DAMPER CONTROL. SMOKE DETECTION AND FIRE-SMOKE DAMPER ACTIVATION BY DIVISION 28 SMOKE DETECTION MONITORING OF FIRE/SMOIKE DAMPER POSITION / END SWITCH BY DIVISION 23 GENERAL
1. REQUIREMENTS OF "SEQUENCE OF OPERATION - GENERAL" ON DRAWING M8.10 APPLY TO ALL SEQUENCES. 2. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS. TEMPERATURE
CONTROL 1. UNLESS STATED OTHERWISE BY ZONE CONTROL SEQUENCES, FCU SHALL MODULATE CHILLED WATER VALVE AND FAN SPEED TO MAINTAIN SPACE TEMPERATURE SETPOINT. IF TEMPERATURE IS AT LEAST
5 DEG F ABOVE SETPOINT, ALARM SHALL BE SENT TO BAS. SAFETIES 1. THE FOLLOWING SAFETIES, EACH WITH INDIVIDUAL MANUAL RESETS, SHALL SHUT DOWN FCU AND INITIATE A SPECIFIC ALARM NOTICE
AT THE BAS: a. MOISTURE SENSOR MI-01 INDICATES WATER IN SECONDARY DRAIN PAN. GENERAL 1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY
POWER ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS. 2. LAB SUPPLY TERMINAL BOXES (SV) WILL HAVE SEPARATE HEATING COILS. OFFICE SUPPLY TERMINAL BOXES (VV) WILL HAVE INTEGRAL
HEATING COILS. ARRANGEMENT OF POINTS AND CONTROL WILL BE THE SAME FOR BOTH OF THESE DEVICES. 3. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS. ALARMS 1. THE
FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS ONLY WHEN THE UNIT IS STATUS ON: a. AIRFLOW RATE RISES 10% ABOVE SETPOINT CONTINUOUSLY FOR 5 MINUTES. b. AIRFLOW RATE DROPS
10% BELOW SETPOINT CONTINUOUSLY FOR 5 MINUTES. c. INTERNAL CONTROLLER INDICATES ALARM. AIRFLOW CONTROL 1. SUPPLY AIRFLOW SHALL BE MEASURED AT INLET FLOW MEASUREMENT DEVICE AND ADJUSTED
BY MODULATING THE AIRFLOW CONTROL DEVICE TO MAINTAIN SUPPLY AIRFLOW SETPOINT. 2. AIRFLOW FEEDBACK WILL BE PROVIDED FROM VALVES TO BMS. GENERAL 1. REFER TO SEQUENCE OF OPERATION - GENERAL,
CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS. 2. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND
REQUIREMENTS. ALARMS 1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS ONLY WHEN THE UNIT IS STATUS ON: a. AIRFLOW RATE RISES 10% ABOVE SETPOINT CONTINUOUSLY FOR 5 MINUTES.
b. AIRFLOW RATE DROPS 10% BELOW SETPOINT CONTINUOUSLY FOR 5 MINUTES. c. INTERNAL CONTROLLER INDICATES ALARM. AIRFLOW CONTROL 1. EXHAUST AIRFLOW SHALL BE MEASURED AT INLET FLOW MEASUREMENT
DEVICE AND ADJUSTED BY MODULATING THE AIRFLOW CONTROL DEVICE TO MAINTAIN EXHAUST AIRFLOW SETPOINT. 2. AIRFLOW FEEDBACK WILL BE PROVIDED FROM VALVES TO BMS. GENERAL 1. REQUIREMENTS OF
"SEQUENCE OF OPERATION - GENERAL" ON DRAWING M8.10 APPLY TO ALL SEQUENCES. 2. REFER TO ZONE CONTROL SEQUENCES FOR ADDITIONAL POINTS AND REQUIREMENTS. SAFETIES 1. THE FOLLOWING SAFETIES,
EACH WITH INDIVIDUAL MANUAL RESETS, SHALL SHUT DOWN CHILLED BEAM CONTROL VALVE FCV-01 AND INITIATE A SPECIFIC ALARM NOTICE AT THE BAS: a. MOISTURE SENSOR MI-01 INDICATES CONDENSATION
ON CHILLED WATER PIPE. TO EXISTING CONDENSATE PUMP GENERAL 1. REQUIREMENTS OF "SEQUENCE OF OPERATION - GENERAL" ON DRAWING M8.10 APPLY TO ALL SEQUENCES. 2. REFER TO ZONE CONTROL SEQUENCES
FOR ADDITIONAL POINTS AND REQUIREMENTS. TEMPERATURE CONTROL 1. UNLESS STATED OTHERWISE BY ZONE CONTROL SEQUENCES, FCU SHALL MODULATE CHILLED WATER VALVE AND FAN SPEED TO MAINTAIN SPACE
TEMPERATURE SETPOINT. IF TEMPERATURE IS AT LEAST 5 DEG F ABOVE SETPOINT, ALARM SHALL BE SENT TO BAS. 2. FIRE/SMOKE ISOLATION DAMPER BY DIVISION 23 AIR OUTLET AIR INLET FAN COIL UNIT
CHWR CHWS SECONDARY DRAIN PAN WITH LEAK DETECTOR HEATING COIL SUPPLY AIR VALVE AIR OUTLETAIR INLET HWS HWR INDUCED ROOM AIR PRIMARY AIR FROM AHU DISCHARGE AIR CHWS CHWR TO ADDITIONAL
CHILLED BEAMS IN ZONE AIR OUTLET AIR INLET FAN COIL UNIT CHWR CHWS EXHAUST AIR VALVE AIR OUTLETAIR INLET ANALOG-ELECTRIC CONTROLER ANALOG-ELECTRIC CONTROLER 2 PIPE FAN COIL UNIT IN
BASEMENT MECH RM CONTROLS TYPICAL SUPPLY AIR VALVE CONTROL DETAIL TYPICAL EXHAUST AIR TERMINAL BOX (VVE AND EV) CONTROL DETAIL ACTIVE CHILLED BEAM CONTROLS SENSIBLE ONLY 2 PIPE FAN
COIL UNIT CONTROLS RH 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.40 29313.00
11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
M8.50HVAC - CONTROLS.pdf
HIGH HOOD DENSITY LAB CONTROLS POINT NAME HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTES BI BO AI AO AV BV SCH TREND ALARM BACS EMCS STEAM LOAD SHED X(6) BINARY NETWORK INPUTS
FROM EMCS CHILLED WATER LOAD SHED X(4) BINARY NETWORK INPUTS FROM EMCS TOTAL EXHAUST AIRFLOW (CFM) X X X TOTAL EXHAUST AIR SETPOINT (CFM) X X X LABORATORY AIR CHANGE RATE (ACPH) X X
X FLOW OFFSET SETPOINT (CFM) X X FLOW OFFSET ACTUAL (CFM) X X FUME HOOD EXHAUST VALVE FLOW FEEDBACK (CFM) X X X TYP FOR EACH FUME HOOD FUME HOOD EXHAUST AIR VALVE STATUS X X X VALVE
COMMAND ≠ FEEDBACK (JAM) LOW DIFFERENTIAL PRESSURE (VIA SWITCH) X TRI-STATE ALARM, TYP FOR EACH FUME HOOD FUME HOOD SASH POSITION X X X SASH OPENS (18") FOR 24 CONTINUOUS HOURS OR MORE
X TYP FOR EACH FUME HOOD FUME HOOD EXHAUST AIR VALVE OCC/UNOCCC COMMAND X X TRI-STATE OUTPUT POINT, TYP FOR EACH FUME HOOD SUPPLY AIR VALVE FLOW FEEDBACK (CFM) X X X SUPPLY AIR VALVE
STATUS X X X X 10% FLOW DEVIATION FROM SETPOINT VALVE COMMAND ≠ FEEDBACK (JAM) LOW DIFFERENTIAL PRESSURE (VIA SWITCH) X TRI-STATE ALARM SUPPLY AIR VALVE POSITION COMMAND (CFM) X X X
SUPPLY AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM) X X SUPPLY AIR VALVE MAXIMUM AIRFLOW SETPOINT(CFM) X X RE-HEAT COIL LEAVING AIR TEMPERATURE X X X SINGLE POINT SENSOR RE-HEAT COIL VALVE
POSITION COMMAND (%) X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X FAIL LAST SPACE TEMPERATURE SETPOINT, HEATING X X X SPACE TEMPERATURE SETPOINT, COOLING X X X SPACE TEMPERATURE
X X X +/- 4° F FROM SETPOINT X SPACE SETPOINT ADJUSTMENT X X SPACE OCCUPANCY X X X X SPACE OCCUPANCY, MINIMUM OCCUPANCY SETPOINT X RADIANT CEILING PANEL CONTROL VALVE POSITION COMMAND
(CFM) X X X FAIL LAST GENERAL EXHAUST AIR VALVE POSITION COMMAND (CFM) X X X GENERAL EXHAUST AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM) X X GENERAL EXHAUST AIR VALVE MAXIMUM AIRFLOW SETPOINT
(CFM) X X GENERAL EXHAUST AIR VALVE FLOW FEEDBACK (CFM) X X X GENERAL EXHAUST AIR VALVE STATUS X X X X 10% FLOW DEVIATION FROM SETPOINT VALVE COMMAND ≠ FEEDBACK (JAM) LOW DIFFERENTIAL
PRESSURE (VIA SWITCH) X TRI-STATE ALARM AI FUME HOOD DI DI AO AI AI AI TT 01 YA 01 YI 01 FCV 01 ZS 01 MT 01 CO2 01 SYSTEM DESCRIPTION FUME HOOD WITH EXHAUST AIR VALVE(S) GENERAL EXHAUST
AIR VALVE(S) SUPPLY AIR VALVE(S) DUCT MOUNTED RE-HEAT COIL(S) RADIANT CEILING PANELS GENERAL REFER TO COMMON INDIVIDUAL DEVICE SEQUENCES/DIAGRAMS FOR REQUIRED POINTS. ALL POINTS WITHIN
EACH ZONE MUST BE CONNECTED DIRECTLY TO A LOCAL CONTROLLER. TO ENSURE ZONES CAN OPERATE INDEPENDENTLY, DEVICES SHALL NOT RELY ON NETWORK TO COMMUNICATE ACROSS ZONES. SYSTEM SHALL BE
CONTROLLED THROUGH THE BUILDING AUTOMATION AND CONTROL SYSTEM (BACS). ALL SET POINTS SHALL BE ADJUSTABLE. THE BACS SHALL BE CAPABLE OF RETAINING ITS PROGRAMMING AND TIME SETTING DURING
A LOSS OF POWER FOR AT LEAST TEN HOURS. LABORATORY AIR CHANGE RATES ARE BASED ON TOTAL EXHAUST AIR FLOW FROM THE SPACE. THE SPACE SHALL BE CONTROLLED TO AN AIR CHANGE RATE. THE BACS
SHALL CALCULATE THE REQUIRED CFM USING THE ROOM GROSS VOLUME (AREA x CEILING HEIGHT). DESIGN INTENT: THIS SEQUENCE IS FOR LABORATORIES IN WHICH THE DRIVING FACTOR IS THE EXHAUST AIR
FLOW IN SUPPORT OF THE FUME HOODS. SETPOINTS SPACE COOLING TEMPERATURE SETPOINTS: OCCUPIED: 75 DEG F +/- 1.5 DEG F OCCUPIED SETBACK: 75 DEG F + 3 DEG F UNOCCUPIED: 75 DEG F + 6 DEG
F SPACE HEATING TEMPERATURE SEPOINTS: OCCUPIED: 70 DEG F +/- 1.5 DEG F OCCUPIED SETBACK: 70 DEG F - 3 DEG F UNOCCUPIED: 70 DEG F - 6 DEG F TOTAL EXHAUST AIR CHANGE RATE (ACPH): REFER
TO AIRFLOW SCHEDULE ACPH = TOTAL EXHAUST CFM x 60/ROOM VOLUME TOTAL EXHAUST AIRFLOW RATE (CFM): REFER TO AIRFLOW SCHEDULE SUPPLY AIRFLOW RATE (CFM): REFER TO AIRFLOW SCHEDULE
TYPICALLY = TOTAL EXHAUST AIRFLOW RATE + OFFSET FUME HOOD FACE VELOCITY: NOT CONTROLLED BY BACS. FACE VELOCITY SETPOINTS ARE PROGRAMMED INTO FUME HOOD MONITOR. TYPICALLY 100 FPM
OCC / 65 FPM UNOCC. MINIMUM LABORATORY OCCUPANCY INDEX TIME: 30 MINUTES ZONE OCCUPANCY SCHEDULE: 6 AM TO 8 PM MON-FRI FACE VELOCITY CONTROL EACH FUME HOOD SHALL BE EQUIPPED WITH A FUME
HOOD MONITOR AND SASH POSITION INDICATOR. THE MONITOR SHALL ADJUST THE FUME HOOD EXHAUST VALVE TO MAINTAIN THE FACE VELOCITY SETPOINT. THE MONITOR SHALL, AS A MINIMUM, HAVE THE FOLLOWING
CAPABILITIES: - SASH POSITION INPUT. - STANDBY MODE INPUT TO ALLOW ADJUSTMENT OF FACE VELOCITY. - HOOD DECOMMISSION MODE. LABORATORY AIRFLOW CONTROL AIR VALVE POSITIONS SHALL BE BASED
ON MODE. UNDER NORMAL CONTROL, ROOM OCCUPANCY SHALL BE DETERMINED VIA ROOM OCCUPANCY SENSORS (MINIMUM 2 PER LAB USING LIGHTING OCCUPANCY SENSOR AUXILIARY CONTACTS). IF THE LABORATORY
IS VACANT, THE ROOM SHALL BE PLACED IN VACANT MODE BY THE BACS. WHEN THE ROOM IS OCCUPIED, THE BACS SHALL SEND AN OCCUPIED COMMAND TO THE FUME HOOD EXHAUST AIR VALVES. THE FUME HOOD
MONITORS SHALL INDEX THE FUME HOOD EXHAUST VALVES BETWEEN THE MINIMUM AND MAXIMUM POSITIONS AS NEEDED TO MAINTAIN THE 100 FPM FACE VELOCITY SETPOINT BASED ON THE SASH POSITION. THE
SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL. WHEN THE ROOM IS UNOCCUPIED, AND THE SASHES ARE AT OR BELOW 18-INCHES, THE BACS SHALL SEND
AN UNOCCUPIED COMMAND TO THE FUME HOOD EXHAUST AIR VALVES. THE FUME HOOD MONITORS SHALL INDEX THE FUME HOOD EXHAUST AIR VALVES AS NEEDED TO MAINTAIN THE 65 FPM FACE VELOCITY SETPOINT
BASED ON THE SASH-POSITION. THE SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL. WHEN THE ROOM IS UNOCCUPIED AND ANY OF THE FUME HOOD SASHES
ARE ABOVE 18-INCHES, THE BACS SHALL NOT SEND THE SPACE UNOCCUPIED COMMAND TO THOSE PARTICULAR FUME HOOD EXHAUST AIR VALVES. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST AIR
VALVES WHOSE SASHES ARE ABOVE 18-INCHES TO MAINTAIN THE OCCUPIED SASH OPEN AIRFLOW SETPOINT. THE BACS WILL SEND THE UNOCCUPIED COMMAND TO THOSE FUME HOOD MONITORS SHALL INDEX THE FUME
HOOD EXHAUST AIR VALVES WHOSE SASHES ARE AT 18-INCHES AND BELOW TO MAINTAIN THE 65 FPM FACE VELOCITY SETPOINT. THE SUPPLY AIR VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN THE SPECIFIED
AIRFLOW DIFFERENTIAL. VACANT MODE: THE BACS SHALL SEND A DECOMMISSION COMMAND TO EACH FUME HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST AIR VALVE
TO CLOSE. ONE OF THE FUME HOOD EXHAUST AIR VALVES SHALL BE SET UP TO OPERATE AS A GENERAL EXHAUST VALVE DURING VACANCY MODE, AND SHALL INDEX TO MAINTAIN THE VACANT AIR CHANGE RATE.
THE SUPPLY AIR VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL. ZONE TEMPERATURE CONTROL TEMPERATURE SETPOINTS SHALL BE DETERMINED BASED ON A COMBINATION
OF PROGRAMMED SCHEDULE AND SPACE OCCUPANCY SENSORS. IF OUTSIDE AIR TEMPERATURE IS BELOW 50°F AND SV REHEAT COIL CONTROL VALVE IS NOT FULLY CLOSED, HOT WATER CONTROL VALVE FCV-01 SHALL
FULLY OPEN. OCCUPIED HEATING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE ZONE TEMPERATURE FALLS BELOW THE OCCUPIED HEATING TEMPERATURE SETPOINT, THE REHEAT
AND CEILING RADIANT PANEL CONTROL VALVE(S) SHALL MODULATE IN PARALLEL TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. WHEN THE SPACE TEMPERATURE IS AT SETPOINT, THE REHEAT COIL CONTROL
VALVE(S) SHALL BE CLOSED. OCCUPIED COOLING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE SPACE TEMPERATURE RISES ABOVE THE OCCUPIED COOLING TEMPERATURE SETPOINT,
THE REHEAT CONTROL VALVE(S) SHALL CLOSE. IF TEMPERATURE IS ABOVE SETPOINT AND REHEAT CONTROL VALVE(S) ARE FULLY CLOSED, GENERAL EXHAUST AIRFLOW SETPOINT SHALL MODULATE TO MAINTAIN SPACE
TEMPERATURE SETPOINT. OCCUPIED SETBACK: IF THE SPACE BECOMES UNOCCUPIED DURING THE SCHEDULED OCCUPANCY PERIOD, THE ABOVE OCCUPIED HEATING/COOLING SEQUENCES SHALL APPLY, BUT THE SPACE
SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE SETPOINTS. UNOCCUPIED HEATING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD, THE ABOVE OCCUPIED HEATING/COOLING
SEQUENCES SHALL APPLY, BUT THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE SETPOINTS. UNOCCUPIED COOLING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED
PERIOD AND THE SPACE TEMPERATURE RISES ABOVE THE UNOCCUPIED COOLING TEMPERATURE SETPOINT, THE REHEAT COIL CONTROL VALVE(S) SHALL CLOSE. IF THE SPACE BECOMES OCCUPIED DURING THE SCHEDULED
UNOCCUPIED PERIOD, THE SPACE SHALL INDEX TO OCCUPIED MODE FOR THE DURATION OF OCCUPANCY. WHEN THE SPACE BECOMES UNOCCUPIED AGAIN DURING THE SCHEDULED UNOCCUPIED PERIOD, THE SPACE SHALL
INDEX BACK TO UNOCCUPIED MODE. HIGH HOOD DENSITY TRACKING LABORATORY ZONE CONTROL SEQUENCE OF OPERATION GENERAL EXHAUST LOCAL FUME HOOD ALARM WITH REMOTE ALARM CONTACTS FUME HOOD EXHAUST
TYPICAL FOR EACH FUME HOOD (WHERE APPLICABLE) SPACE OCCUPANCY SENSOR RADIANT CEILING PANELS HWS HWR ONLY APPLICABLE FOR SPACES WITH RADIANT HEATING PANELS OCCUPANCY SENSORS PROVIDED
BY DIVISION 26. PROVIDE BMS INTERFACE MODULE AND COORDINATE WITH LIGHTING CONTROL MANUFACTURER. SV FUME HOOD SASH POSITION SENSOR COMBINATION SPACE TEMPERATURE/HUMIDITY/CO2 TRANSMITTER
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.50 29313.00 11/30/18
HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M8.60HVAC - CONTROLS.pdf
C C LOW HOOD DENSITY LAB CONTROLS POINT NAME HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTES BI BO AI AO AV BV SCH TREND ALARM BACS EMCS STEAM LOAD SHED X(6) BINARY NETWORK INPUTS
FROM EMCS CHILLED WATER LOAD SHED X(4) BINARY NETWORK INPUTS FROM EMCS TOTAL EXHAUST AIRFLOW (CFM) X X X TOTAL EXHAUST AIR SETPOINT (CFM) X X X LABORATORY AIR CHANGE RATE (ACPH) X X
X FLOW OFFSET SETPOINT (CFM) X X FLOW OFFSET ACTUAL (CFM) X X FUME HOOD EXHAUST VALVE FLOW FEEDBACK (CFM) X X X FUME HOOD EXHAUST AIR VALVE STATUS X X X VALVE COMMAND ≠ FEEDBACK (JAM)
LOW DIFFERENTIAL PRESSURE (VIA SWITCH) X TRI-STATE ALARM FUME HOOD SASH POSITION X X X SASH OPEN (18") FOR 24 CONTINUOUS HOURS OR MORE X FUME HOOD EXHAUST AIR VALVE OCC/UNOCC COMMAND
X X TRI-STATE OUTPUT POINT SUPPLY AIR VALVE FLOW FEEDBACK (CFM) X X X SUPPLY AIR VALVE STATUS X X X X 10% FLOW DEVIATION FROM SETPOINT VALVE COMMAND ≠ FEEDBACK (JAM) LOW DIFFERENTIAL
PRESSURE (VIA SWITCH) X TRI-STATE ALARM SUPPLY AIR VALVE POSITION COMMAND (CFM) X X X SUPPLY AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM) X X SUPPLY AIR VALVE MAXIMUM AIRFLOW SETPOINT (CFM)
X X RE-HEAT COIL LEAVING AIR TEMPERATURE X X X SINGLE POINT SENSOR RE-HEAT COIL VALVE POSITION COMMAND (%) X X X 5° F ΔT ACROSS COIL WITH VALVE COMMANDED CLOSED X FAIL LAST SPACE TEMPERATURE
SETPOINT, HEATING X X X SPACE TEMPERATURE SETPOINT, COOLING X X X SPACE TEMPERATURE X X X +/- 4 ° FROM SETPOINT X SPACE SETPOINT ADJUSTMENT X X SPACE OCCUPANCY X X X X SPACE OCCUPANCY,
MINIMUM OCCUPANCY SETPOINT X GENERAL EXHAUST AIR VALVE POSITION COMMAND (CFM) X X X GENERAL EXHAUST AIR VALVE MINIMUM AIRFLOW SETPOINT (CFM) X X GENERAL EXHAUST AIR VALVE MAXIMUM AIRFLOW
SETPOINT (CFM) X X GENERAL EXHAUST AIR VALVE FLOW FEEDBACK (CFM) X X X GENERAL EXHAUST AIR VALVE STATUS X X X X 10% FLOW DEVIATION FROM SETPOINT VALVE COMMAND ≠ FEEDBACK (JAM) LOW DIFFERENTIAL
PRESSURE (VIA SWITCH) X TRI-STATE ALARM RADIANT CEILING PANEL CONTROL VALVE POSITION COMMAND (%) X X X FAIL LAST COOLING COIL CONTROL VALVE POSITION COMMAND (%) X X X NORMALLY CLOSED
FAN COIL UNIT FAN MOTOR START/STOP X X X FUME HOOD DI AO AI AI DI AI AI C YA 01 FCV 01 ZS 01 TT 01 YI 01 MT 01 CO2 01 SYSTEM DESCRIPTION FUME HOOD WITH EXHAUST AIR VALVE GENERAL EXHAUST
AIR VALVE SUPPLY AIR VALVE DUCT MOUNTED RE-HEAT COIL SUPPLEMENTAL COOLING FAN COIL UNIT RADIANT CEILING PANEL HEATER GENERAL REFER TO COMMON INDIVIDUAL DEVICE SEQUENCES/DIAGRAMS FOR
REQUIRED POINTS. ALL POINTS WITHIN EACH ZONE MUST BE CONNECTED DIRECTLY TO A LOCAL CONTROLLER. TO ENSURE ZONES CAN OPERATE INDEPENDENTLY, DEVICES SHALL NOT RELY ON NETWORK TO COMMUNICATE
ACROSS ZONES. SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND CONTROL SYSTEM (BACS). ALL SETPOINTS SHALL BE ADJUSTABLE THE BACS SHALL BE CAPABLE OF RETAINING ITS PROGRAMMING
AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS. SETPOINTS SPACE COOLING TEMPERATURE SETPOINTS: OCCUPIED: 75 °F +/- 1.5 °F OCCUPIED SETBACK: 75 °F + 3 °F UNOCCUPIED:
75 °F + 6 °F SPACE HEATING TEMPERATURE SETPOINTS: OCCUPIED: 75 °F +/- 1.5 °F OCCUPIED SETBACK: 75 °F - 3 °F UNOCCUPIED: 75 °F - 6 °F TOTAL EXHAUST AIR CHANGE RATE (ACPH): TYPICALLY
= 8 ACPH OCC / 4 ACPH UNOCC ACPH = TOTAL EXHAUST CFM x 60 / ROOM VOLUME TOTAL EXHAUST AIRFLOW RATE: (CFM): REFER TO AIRFLOW SCHEDULE SUPPLY AIRFLOW RATE (CFM): REFER TO AIRFLOW SCHEDULE
TYPICALLY = TOTAL EXHAUST RATE + OFFSET FUME HOOD EXHAUST AIRFLOW RATE: NOT CONTROLLED BY BACS. VALVE IS CONTROLLED BY FUME HOOD MONITOR TO MAINTAIN FACE VELOCITY SETPOINT. GENERAL
EXHAUST AIRFLOW RATE (CFM): REFER TO AIRFLOW SCHEDULE TOTAL EXHAUST CFM - FUME HOOD EXHAUST CFM SPACE AIR DIFFERENTIAL OFFSET (CFM): REFER TO AIRFLOW SCHEDULE TYPICALLY = - 100 CFM
FOR NEGATIVE PRESSURE LABS TYPICALLY = + 100 CFM FOR POSITIVE PRESSURE LABS FUME HOOD FACE VELOCITY: NOT CONTROLLED BY BACS. FACE VELOCITY SETPOINTS ARE PROGRAMMED INTO FUME HOOF MONITOR.
TYPICALLY 100 FPM OCC / 65 FPM UNOCC MINIMUM LABORATORY OCCUPANCY INDEX TIME: 30 MINUTES ZONE OCCUPANCY SCHEDULE: 6 AM TO 8 PM, MON-FRI FACE VELOCITY CONTROL THE FUME HOOD SHALL BE
EQUIPPED WITH A FUME HOOD MONITOR AND SASH POSITION INDICATOR. THE MONITOR SHALL, AS A MINIMUM, HAVE THE FOLLOWING CAPABILITIES: - SASH POSITION INPUT - STANDBY MODE INPUT TO ALLOW
ADJUSTMENT OF FACE VELOCITY. - HOOD DECOMMISSION MODE. LABORATORY AIRFLOW CONTROL AIR VALVE POSITIONS SHALL BE BASED ON MODE. UNDER NORMAL CONTROL, ROOM OCCUPANCY SHALL BE DETERMINED
VIA ROOM OCCUPANCY SENSORS (MINIMUM 2 PER LAB USING LIGHTING OCCUPANCY SENSOR AUXILIARY CONTACTS). IF THE LABORATORY IS VACANT, THE ROOM SHALL BE PLACED IN VACANT MODE BY THE BACS.
WHEN THE ROOM IS OCCUPIED, THE BACS SHALL SEND AN OCCUPIED COMMAND TO THE FUME HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST AIR VALVE AS NEEDED TO
MAINTAIN THE 100 FPM FACE VELOCITY SETPOINT BASED ON THE SASH POSITION. THE GENERAL EXHAUST AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE OCCUPIED AIR CHANGE RATE. THE SUPPLY AIR
VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE SPECIFIED AIRFLOW DIFFERENTIAL. WHEN THE ROOM IS UNOCCUPIED, AND THE SASH IS AT OR BELOW 18-INCHES, THE BACS SHALL SEND AN UNOCCUPIED
COMMAND TO THE FUME HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST AIR VALVE AS NEEDED TO MAINTAIN THE 65 FPM FACE VELOCITY SETPOINT BASED ON THE SASH
POSITION. THE GENERAL EXHAUST AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE UNOCCUPIED AIR CHANGE RATE. THE SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE SPECIFIED
AIRFLOW DIFFERENTIAL WHEN THE ROOM IS UNOCCUPIED AND THE SASH IS ABOVE 18-INCHES BASED ON SASH POSITION, THE BACS SHALL NOT SEND THE SPACE UNOCCUPIED COMMAND TO THE FUME HOOD EXHAUST
AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST AIR VALVE TO MAINTAIN THE UNOCCUPIED AIR CHANGE RATE. THE SUPPLY AIR VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN
THE SPECIFIED AIRFLOW DIFFERENTIAL. VACANT MODE: THE BACS SHALL SEND A DECOMMISSION COMMAND TO THE FUME HOOD EXHAUST AIR VALVE. THE FUME HOOD MONITOR SHALL INDEX THE FUME HOOD EXHAUST
AIR VALVE TO CLOSE. THE GENERAL EXHAUST AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE VACANT AIR CHANGE RATE. THE SUPPLY AIR VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN THE SPECIFIED
AIRFLOW DIFFERENTIAL. ZONE TEMPERATURE CONTROL TEMPERATURE SETPOINTS SHALL BE DETERMINED BASED ON A COMBINATION OF PROGRAMED SCHEDULE AND SPACE OCCUPANCY SENSORS. OCCUPIED HEATING:
IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE SPACE TEMPERATURE FALLS BELOW THE OCCUPIED HEATING TEMPERATURE SETPOINT, THE REHEAT AND RADIANT PANEL CONTROL VALVES
SHALL MODULATE IN PARALLEL TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. WHEN THE SPACE TEMPERATURE IS AT SETPOINT, THE RADIANT PANEL AND REHEAT COIL CONTROL VALVES SHALL BE CLOSED. OCCUPIED
COOLING: THE SPACE SHALL HAVE A FAN COIL UNIT TO PROVIDE SUPPLEMENTAL SPACE COOLING. IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE SPACE TEMPERATURE RISES ABOVE
THE OCCUPIED COOLING TEMPERATURE SETPOINT, THE FAN COIL UNIT FAN SHALL START, AND THE COOLING COIL CONTROL VALVE SHALL MODULATE TO MAINTAIN SETPOINT. WHEN THE SPACE TEMPERATURE IS AT
SETPOINT, THE FAN COIL UNIT SHALL SHUT OFF AND THE CHILLED WATER CONTROL VALVE SHALL CLOSE. OCCUPIED SETBACK: IF THE SPACE BECOMES UNOCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD, THE
ABOVE OCCUPIED HEATING/COOLING SEQUENCES SHALL APPLY. BUT THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE SETPOINTS. UNOCCUPIED HEATING: IF THE SPACE IS UNOCCUPIED
DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE SPACE TEMPERATURE FALLS BELOW THE UNOCCUPIED HEATING TEMPERATURE SETPOINT, THE REHEAT AND RADIANT PANEL CONTROL VALVES SHALL MODULATE
IN PARALLEL TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. UNOCCUPIED COOLING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE
UNOCCUPIED COOLING TEMPERATURE SETPOINT, THE FAN COIL UNIT SHALL START, AND THE FAN COIL UNIT COOLING CONTROL VALVE SHALL MODULATE TO MAINTAIN SETPOINT. IF THE SPACE BECOMES OCCUPIED
DURING THE SCHEDULED UNOCCUPIED PERIOD, THE SPACE SHALL INDEX TO OCCUPIED MODE FOR THE DURATION OF OCCUPANCY. WHEN THE SPACE BECOMES UNOCCUPIED AGAIN DURING THE SCHEDULED UNOCCUPIED
PERIOD, THE SPACE SHALL INDEX BACK TO UNOCCUPIED MODE. VACANT MODE: THE ABOVE UNOCCUPIED HEATING/COOLING SEQUENCES SHALL APPLY. THE SPACE SHALL BE MAINTAINED AT THE UNOCCUPIED TEMPERATURE
SETPOINTS. THE COOLING COIL CONTROL VALVE SHALL BE CLOSED WHENEVER THE HEATING COIL CONTROL VALVE IS OPEN TO PREVENT SIMULTANEOUS HEATING AND COOLING. THE COOLING CONTROL VALVE SHALL
BE CLOSED WHEN THE FAN COIL UNIT FAN IS OFF. LOW HOOD DENSITY TRACKING LABORATORY ZONE CONTROL GENERAL EXHAUST LOCAL FUME HOOD ALARM WITH REMOTE ALARM CONTACTS FUME HOOD EXHAUST TYPICAL
FOR EACH FUME HOOD (WHERE APPLICABLE) RADIANT CEILING PANELS HWS HWR ONLY APPLICABLE FOR SPACES WITH RADIANT HEATING PANELS SV FUME HOOD SASH POSITION SENSOR SEQUENCE OF OPERATION FCU
SPACE OCCUPANCY SENSOR OCCUPANCY SENSORS PROVIDED BY DIVISION 26. PROVIDE BMS INTERFACE MODULE AND COORDINATE WITH LIGHTING CONTROL MANUFACTURER. COMBINATION SPACE TEMPERATURE/HUMIDITY/CO2
TRANSMITTER Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.60 29313.00 11/30/18
HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
M8.70HVAC - CONTROLS.pdf
C C C ZONE CONTROL: RADIANT CEILING HEATING AND ACTIVE CHILLED BEAM COOLING ZONE CONTROL POINT NAME HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTES BI BO AI AO AV BV SCH TREND
ALARM BACS EMCS DESCRIPTION STEAM LOAD SHED X(6) BINARY NETWORK INPUTS FROM EMCS CHILLED WATER LOAD SHED X(4) BINARY NETWORK INPUTS FROM EMCS SPACE TEMPERATURE SETPOINT X X X SPACE
TEMPERATURE X X X +/- 4 °F FROM SETPOINT X SPACE OCCUPANCY OVERRIDE X X SPACE SETPOINT ADJUSTMENT X X CHILLED BEAM CONTROL VALVE POSITION COMMAND X X X FAILS CLOSED CONDENSATE SENSOR
STATUS X X X MOISTURE SENSED X SPACE DEWPOINT X X X RADIANT CEILING PANEL CONTROL VALVE POSITION COMMAND X X X FAIL LAST SPACE OCCUPANCY X X X PRIMARY AIR BOX DAMPER POSITION COMMAND
X X X PRIMARY AIR BOX AIRFLOW FEEDBACK (CFM) X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT PRIMARY AIR SUPLY BOX AIRFLOW SETPOINT (CFM) X X X BACnet MSTP NETWORK
POINT PRIMARY AIR BOX POSITION FEEDBACK (%) X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT EXHAUST BOX DAMPER POSITION COMMAND X X X EXHAUST BOX AIRFLOW FEEDBACK (CFM) X
X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT EXHAUST BOX AIRFLOW SETPOINT (CFM) X X X BACnet MSTP NETWORK POINT EXHAUST BOX POSITION FEEDBACK (%) X X X VALVE COMMAND
≠ FEEDBACK X BACnet MSTP NETWORK POINT AO AI DI AI AI FCV 01 TT 01 YI 01 MT 01 CO2 01 SYSTEM DESCRIPTION ACTIVE CHILLED BEAM CEILING COOLING RADIANT HEATING PANEL(S) PRIMARY SUPPLY
AIR BOX DUCT MOUNTED RE-HEAT COIL EXHAUST AIR BOX GENERAL REFER TO COMMON INDIVIDUAL DEVICE SEQUENCES/DIAGRAMS FOR REQUIRED POINTS. ALL POINTS WITHIN EACH ZONE MUST BE CONNECTED DIRECTLY
TO A LOCAL CONTROLLER. TO ENSURE ZONES CAN OPERATE INDEPENDENTLY, DEVICES SHALL NOT RELY ON NETWORK TO COMMUNICATE ACROSS ZONES. SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION
AND CONTROL SYSTEM (BACS). ALL SETPOINTS SHALL BE ADJUSTABLE. THE BACS SHALL BE CAPABLE OF STARTING AND STOPPIING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK. THE BACS SHALL
BE CAPABLE OF RETAINING ITS PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS. SETPOINTS SPACE COOLING TEMPERATURE SETPOINTS: OCCUPIED: 75 °F +/- 1.5 °F OCCUPIED
SETBACK: 75 °F +/- 3 °F UNOCCUPIED: 75 °F +/- 6 °F SPACE HEATING TEMPERATURE SETPOINTS: OCCUPIED: 70 °F +/- 1.5 °F OCCUPIED SETBACK: 70 °F +/- 3 °F UNOCCUPIED: 70 °F +/- 6 °F ZONE OCCUPANCY
SCHEDULE: 6 AM TO 8 PM, MON-FRI SPACE OCCUPANCY ZONE OCCUPANCY SHALL BE DETERMINED BASED ON A COMBINATION OF A TIME OF DAY SCHEDULE AND A SPACE OCCUPANCY SENSOR. DURING THE SCHEDULED
OCCUPANCY PERIOD, THE ZONE SHALL BE INITIALLY INDEXED TO OCCUPIED AND OPERATE FOR A MINIMUM OF 30 MINUTES, AT WHICH TIME THE SPACE OCCUPANT SENSOR SHALL INDEX THE SPACE BETWEEN OCCUPIED
AND OCCUPIED SETBACK MODE. IF THE SPACE BECOMES OCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD, AS DETERMINED VIA THE OCCUPANCY SENSOR, THE ZONE SHALL BE INDEXED TO OCCUPIED FOR THE
DURATION OF OCCUPANCY. THE ZONE SHALL INDEX BACK TO UNOCCUPIED WHEN OCCUPANCY IS NOT SENSED FOR A PERIOD OF 30 MINUTES. SPACE VENTILATION CONTROL IF THE ZONE IS OCCUPIED, THE SUPPLY
AND EXHAUST AIR BOXES SHALL INDEX TO THE OCCUPIED AIRFLOW SETPOINT. IF THE SPACE IS UNOCCUPIED, THE SUPPLY AND EXHAUST AIR BOXES SHALL CLOSE. ZONE TEMPERATURE CONTROL TEMPERATURE SETPOINTS
SHALL BE DETERMINED BASED ON A COMBINATION OF PROGRAMMED SCHEDULE AND A SPACE OCCUPANCY SENSOR. OCCUPIED HEATING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE
ZONE TEMPERATURE FALLS BELOW THE OCCUPIED HEATING TEMPERATURE SETPOINT, THE REHEAT COIL AND RADIANT CEILING PANEL CONTROL VALVES SHALL MODULATE IN PARALLEL TO MAINTAIN THE OCCUPIED
HEATING TEMPERATURE SETPOINT. OCCUPIED COOLING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE OCCUPIED COOLING TEMPERATURE SETPOINT,
THE CHILLED BEAM CONTROL VALVE SHALL MODULATE TO MAINTAIN THE OCCUPIED COOLING TEMPERATURE. OCCUPIED HEATING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED PERIOD, AND THE
ZONE TEMPERATURE FALLS BELOW THE OCCUPIED HEATING SETBACK TEMPERATURE SETPOINT, THE REHEAT COIL AND RADIANT CEILING PANEL CONTROL VALVES SHALL MODULATE IN PARALLEL TO MAINTAIN THE OCCUPIED
HEATING TEMPERATURE SETPOINT. OCCUPIED COOLING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD, AND THE ZONE TEMPERATURE RISES ABOVE THE OCCUPIED COOLING SETBACK
TEMPERATURE SETPOINT, THE PRIMARY AIR BOX AND EXHAUST AIR BOX SHALL OPEN, AND THE CHILLED BEAM CONTROL VALVE SHALL MODULATE TO MAINTAIN THE OCCUPIED COOLING SETBACK TEMPERATURE SETPOINT.
UNOCCUPIED HEATING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE FALLS BELOW THE UNOCCUPIED HEATING TEMPERATURE SETPOINT, THE RADIANT
CEILING PANEL CONTROL VALVE SHALL MODULATE TO MAINTAIN THE UNOCCUPIED HEATING TEMPERATURE SETPOINT. UNOCCUPIED COOLING SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED
PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE UNOCCUPIED COOLING TEMPERATURE SETPOINT, THE PRIMARY AIR BOX AND THE EXHAUST BOX SHALL OPEN, AND THE CHILLED BEAM COOLING CONTROL VALVE
SHALL MODULATE TO MAINTAIN THE UNOCCUPIED COOLING TEMPERATURE SETPOINT. THE COOLING COIL CONTROL VALVE SHALL BE CLOSED WHENEVER THE HEATING COIL CONTROL VALVE IS OPEN TO PREVENT SIMULTANEOUS
HEATING AND COOLING. CONDENSATION CONTROL IF MOISTURE IS SENSED ON THE CHILLED WATER SUPPLY PIPING BY THE CONDENSATION SENSOR, THE CHILLED WATER ZONE VALVE SHALL CLOSE UNTIL MOISTURE
IS NO LONGER SENSED, AT WHICH TIME NORMAL SEQUENCE SHALL RESUME. RADIANT CEILING HEATING AND ACTIVE CHILLED BEAM COOLING ZONE CONTROL GENERAL EXHAUST RADIANT CEILING PANELS HWS HWR
ONLY APPLICABLE FOR SPACES WITH RADIANT HEATING PANELS SEQUENCE OF OPERATION SA MAIN VV TERMINAL BOX WITH REHEAT COIL CHILLED BEAM PROVIDE 1 CONTROL VALVE FOR CHILLED BEAM COOLING PER
ZONE. TO OTHER CHILLED BEAMS IN SPACE TO CHILLED BEAMS WITHIN ZONE SPACE OCCUPANCY SENSOR OCCUPANCY SENSORS PROVIDED BY DIVISION 26. PROVIDE BMS INTERFACE MODULE AND COORDINATE WITH
LIGHTING CONTROL MANUFACTURER. COMBINATION SPACE TEMPERATURE/HUMIDITY/CO2 TRANSMITTER Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS M8.70 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2
F6DD72B539 12/10/2018
M8.80HVAC - CONTROLS.pdf
VFD VFD END OF MAIN BYPASS P-3 OUTDOOR AIR TEMPERATURE SENSOR - COMMON LPS TO HWS/R180 SYSTEMSYSTEM FROM HWS/R180 P-3A HX-1.1 HX-1.2 HWR HWS HWS180 HWS180 180 DEG. HW SYSTEM SERVES AHU
PREHEAT AND PERIMETER HEAT LPC LPC DI DI DI DI DI DI DI AI AI AI AO DO AI AI DATA DATA DATA DATA DATA DATA DI DI DI DI DI DI DATA DATA DI DI DI DI DATA DI DATA DI DATA DATA ZI ZI ZI
ZI ZI ZI ZI GI 01 TT 02 TT 01 TT 03 ZI ZI ZI ZI ZI ZI ZI ZI ZI ZI ZI ZI CA-DD-1A CONTROL PANEL: TROUBLE ALARM & DATA DROP PURE WATER SYSTEM CONTROL PANEL: TROUBLE ALARM & DATA DROP
CA-C-1A CONTROL PANEL: TROUBLE ALARM & DATA DROP REMOTE "TROUBLE ALARM" CONTACTS REMOTE "TROUBLE ALARM" CONTACTS PLUMBING SYSTEMS MONITOR/ALARMS VACUUM SYSTEM CONTROL PANEL: TROUBLE
ALARM & DATA DROP SAFETY STATIONS: PROVIDE TROUBLE CONTACT WITH DISCRETE ADDRESS FOR EACH SAFETY EQUIPMENT CA-C-1B CONTROL PANEL: TROUBLE ALARM & DATA DROP CA-DD-1B CONTROL PANEL: TROUBLE
ALARM & DATA DROP GENERAL 1. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM NOTES AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS.
2. CONNECT TO EXISTING GAS DETECTION SYSTEM. ALARMS 1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS: a. CABINET SENSOR DETECTS GAS LEVELS ABOVE ACCEPTABLE LEVELS.
AIRFLOW CONTROL 1. EXHAUST AIRFLOW SHALL NORMALLY BE CONSTANT VOLUME IF GAS DETECTION SYSTEM INDICATES UNACCEPTABLE LEVELS OF CONCENTRATION, AIRFLOW SHALL INCREASE TO PURGE AIRFLOW
RATE DICTATED BY CABINET MANUFACTURER.. GENERAL 1. HEATING SYSTEM SHALL BE OPERATIONAL 24 HOURS PER DAY, 7 DAYS PER WEEK. 2. REFER TO SEQUENCE OF OPERATION - GENERAL, CONTROL SYSTEM
NOTES AND SEQUENCE OF OPERATION - STANDBY POWER ON CONTROLS LEGEND SHEET M8.01 FOR ADDITIONAL REQUIREMENTS. 3. EXISTING RE-HEAT LOOP IS BEING MODIFIED TO ADD CAPACITY FOR THIS PROJECT.
EXISTING LOOP HAS 1 HEAT EXCHANGER AND 1 PUMP. THIS PROJECT IS ADDING 1 HEAT EXCHANGER AND 1 PUMP. ASSOCIATED CONTROL POINTS FOR NEW EQUIPMENT SHALL BE PROVIDED. EXISTING TO REMAIN
COMPONENTS ARE LISTED. SAFETIES 1. THE FOLLOWING SAFETIES, EACH WITH INDIVIDUAL MANUAL RESETS, SHALL SHUT DOWN EXHAUST FAN(S) AND INITIATE A SPECIFIC ALARM NOTICE AT THE BAS: a. DIFFERENTIAL
PRESSURE AT PDT-01 INDICATES PUMP IS IN DEADHEAD CONDITION. DEADHEAD SETPOINT SHALL BE DETERMINED FROM APPROVED SHOP DRAWING PUMP CURVE. ALARMS 1. THE FOLLOWING SHALL INITIATE SPECIFIC
ALARM NOTICES AT THE BAS ONLY WHEN THE UNIT IS STATUS ON: a. ANY PUMP IS COMMANDED TO RUN AND THE BAS SENSES NO STATUS AT CURRENT TRANSMITTER CONTINUOUSLY FOR 10 SECONDS. b. SUPPLY
HOT WATER IS AT LEAST 10°F ABOVE OR BELOW SETPOINT CONTINUOUSLY FOR 30 SECONDS. ACTIVE/STANDBY DESIGNATION 1. EVERY WEEK, THE BAS WILL SWITCH THE STANDBY/ACTIVE HEAT EXCHANGER DESIGNATIONS
AND THE FOLLOWING SHALL OCCUR: a. NEWLY ACTIVE HEAT EXCHANGER HOT WATER ISOLATION VALVE SHALL FULLY OPEN. b. AFTER HOT WATER VALVE IS OPEN, NEWLY ACTIVE HEAT EXCHANGER STEAM CONTROL
VALVES SHALL MODULATE IN ACCORDANCE WITH TEMPERATURE CONTROL PARAGRAPH BELOW. c. AFTER A 30 SECOND DELAY, PREVIOUSLY ACTIVE HEAT EXCHANGER STEAM CONTROL VALVES AND HOT WATER ISOLATION
VALVE SHALL FULLY CLOSE. 2. EVERY WEEK, THE BAS WILL SWITCH THE STANDBY/ACTIVE PUMP DESIGNATIONS. TEMPERATURE CONTROL 1. EXISTING SUPPLY TEMPERATURE CONTROL SHALL REMAIN. MODIFICATIONS
SHALL ONLY BE DONE TO ADD NEW COMPONENTS TO SYSTEM WITHOUT EFFECTING SYSTEM PERFORMANCE. 2. IF TEMPERATURE IS BELOW SETPOINT AND STEAM CONTROL VALVE IS FULLY OPEN ON ACTIVE HEAT EXCHANGERS,
BOTH HEAT EXCHANGERS SHALL OPERATE TO MAINTAIN HYDRONIC TEMPERATURE. PUMP SPEED CONTROL 1. ACTIVE PUMP VFD SHALL MODULATE TO MAINTAIN STATIC PRESSURE SETPOINT AT EXISTING SENSOR. 2.
THE INITIAL DIFFERENTIAL PRESSURE SETPOINT SHALL BE 15 PSI. THIS VALUE SHALL BE ADJUSTED TO THE REQUIRED SETPOINT TO ACHIEVE THE PROPER FLOW RATE AS DETERMINED DURING BALANCING. 3.
IF VFD OF OPERATING PUMP IS AT MAXIMUM SPEED AND PRESSURE SETPOINT IS NOT MAINTAINED, BOTH PUMPS SHALL RUN TO MAINTAIN SYSTEM PRESSURE. BACNET DATA DROP CONNECTION CA-F-1A: REMOTE TROUBLE
ALARM CA-F-1B: REMOTE TROUBLE ALARM CA-F-2A: REMOTE TROUBLE ALARM CA-F-2B: REMOTE TROUBLE ALARM SAN-SP-1A CONTROL PANEL: TROUBLE ALARM & DATA DROP SAN-SP-1B CONTROL PANEL: TROUBLE ALARM
& DATA DROP CA-DEWPOINT ANALYZER: LOOP POWERED W/ DATA DROP 4-20 AMP LHWR-CP-1: REMOTE TROUBLE ALARM N2-OXYGEN ANALYZER: LOOP POWERED W/ DATA DROP 4-20 AMP N2-PRESSURE TRANSMITTER:
LOOP POWERED W/ DATA DROP 4-20 AMP N2-FLOW METER : LOOP POWERED W/ DATA DROP 4-20 AMP LHWR-EWH-1: REMOTE TROUBLE ALARM BACNET DATA DROP CONNECTION REMOTE "TROUBLE ALARM" CONTACTS GAS
CABINET CO SENSOR GAS CABINET EXHAUST VALVE RE-HEAT HOT WATER SYSTEM CONTROLS TYPICAL FOR EACH HEAT EXCHANGER (XM) (XM) (XM) (XM) (XM) (XM) (XM) (XM) CYLINDER STORAGE GAS DETECTION
TCV 01 PDT 01 LEAD HX LAG HX FCV 01 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
NTS M8.80 29313.00 11/30/18 HVAC - CONTROLS # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 1/7/18 ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
P0.01PLUMBING LEGEND & GENERAL NOTES.pdf
X X Y X Y XY Z X S PIPE ACCESSORIES SYMBOLS PLUMBING FIXTURES REFERENCE PIPE FITTINGS * NOT ALL SYMBOLS MAY BE APPLICABLE TO THIS PROJECT CHECK VALVE PIPE DIRECTION OF SLOPE DOWN HOSE
BIBB BALL VALVE RPBP OR RPZ MIXING VALVE PIPE DIRECTION OF FLOW FLOOR DRAIN / FLOOR SINK GROUND HYDRANT X: DETAIL DESIGNATION NUMBER Y: DETAIL DESIGNATION DRAWING X: RISER SERVICE DESIGNATION
Y: RISER NUMBER DESIGNATION Z: RISER DESIGNATION DRAWING X: KEYNOTE DESIGNATION LETTER WALL HYDRANT X: REVISION TAG DESIGNATION NUMBER PRESSURE REDUCING VALVE GATE VALVE (CLOSED)
HANDICAPPED ACCESSIBLE (HC) GAS COCK VALVE PRESSURE RELIEF VALVE SOLENOID VALVE GATE VALVE (OPEN) SHUTOFF VALVE EARTHQUAKE GAS VALVE BACKWATER VALVE FLOW SWITCH (TO BMS) P-TRAP CAP
OR END OF PIPE FLOOR OR GRADE CLEANOUT REDUCER OR INCREASER CLEANOUT X: SECTION DESIGNATION NUMBER Y: SECTION DESIGNATION DRAWING Slope FS DIAPHRAGM VALVE (OPEN) SANITARY CONNECTION
DIAPHRAGM VALVE (CLOSED) Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 12" = 1'-0" P0.01
29313.00 11/30/18 PLUMBING LEGEND & GENERAL NOTES PLUMBING ABBREVIATIONS - DOMESTIC FIXTURE BTBATH TUB DFDRINKING FOUNTAIN EWCELECTRIC WATER COOLER HBHOSE BIBB W/ VACUUM BREAKER JSJANITOR
SINK LLAVATORY MSBMOP SERVICE BASIN SHSHOWER SKSINK SSSERVICE SINK URURINAL WCWATER CLOSET WHWALL HYDRANT PLUMBING NOTES - GENERAL 1.GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE
TO ALL DRAWINGS MARKED P AND OR FP. 2.DRAWINGS ARE DIAGRAMATIC: DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. 3.DIMENSIONS SHOWN ON PLAN ARE HORIZONTAL. DIMENSIONS SHOWN IN
ELEVATION ARE VERTICAL. 4.DETERMINE EXACT LOCATIONS IF EXISTING UTILITIES IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS OF UNMARKED UTILITY LINES
AS NECESSARY TO PERFORM WORK OF THIS SECTION. 5.ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE LATEST PLUMBING CODE AND ALL APPLICABLE LOCAL CODES. 6.IT SHALL BE THE RESPONSABILITY
OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMIT TO, ELECTRICAL, HVAC, PROCESS PIPING, SPRINKLER, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE.
7.ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE, AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK. 8.NO WORK SHALL BE INSTALLED IN VIOLATION
OF ANY GOVERNING CODES. ANY WORK SHOWN ON THE DRAWINGS WHICH IS IN VIOLATION OF SUCH CODES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND SHALL BE RESOLVED PRIOR
TO THE INSTALLATION OF THE WORK. 9.ALL PIPING PENETRATING CEILINGS AND WALL SHALL BE INSTALLED WITH ESCUTCHEONS AT THE PENETRATON. ALL PIPING PENETRATING EXTERIOR WALLS AND ROOFS SHALL
BE FLASHED IN AN APPROVED MANNER AND SHALL BE SEALED WEATHERTIGHT. PIPING PENETRATING FIRE RATED PARTITIONS SHALL BE PROVIDED WITH FIRE RATED SEALS AS REQUIRED BY LOCAL CODE AUTHORITY.
(SEE DETAILS) 10.MANUFACTURERS' MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS OF QUALITY FOR PERFORMANCE AND MATERIALS. 11.INSTALLATION SHALL ADHERE TO MANUFACTURERS' RECOMMENDATIONS.
12.PROVIDE ACCESS PANELS TO SYSTEM COMPONENTS THAT ARE CONCEALED AND REQUIRE PERIODIC SERVICE. 13.TOPS OF ALL FLOOR DRAINS SHALL BE SET FLUSH WITH FINISHED FLOOR. ALL PIPING ABOVE GRADE
SHALL BE PROPERLY SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING STRUCTURE OR COMPONENTS. 14.ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM
SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 15.PROVIDE SHUTOFF VALVES ON ALL BRANCH PIPING AND ON ALL SUPPLIES TO INDIVIDUAL FIXTURES AND EQUIPMENT. PROVIDE BALL
VALVES ON ALL WATER MAIN BRANCHES IN CORRIDORS AND WHERE INDICATED ON DRAWINGS. 16.PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING.
17.PROVIDE VENTS AT HIGHT POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS. 18.PROVIDE GAUGE FITTINGS AND THERMOMETER WELLS AT HOT WATER SUPPLY AND RETURN BRANCHES AND AT PUMP
INLETS AND OUTLETS. 19.PITCH PRESSURE PIPING IN DIRECTION OF FLOW. 20.VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS
FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT DRAWING FOR EXACT LOCATION AND ROUGHT-IN REQUIREMENTS OF ALL KITCHEN FIXTURES AND EQUIPMENT. 21.ALL WASTE
PIPING FROM LAB SINKS & HOODS SHALL BE VALVED IN BASE CABINET OF HOOD. NO CONNECTION TO LAB WASTE & LAB VENT PIPING SYSTEM SHALL BE MADE. 22.OBTAIN GAS PERMITS AND DEFRAY ALL COSTS
INCIDENTAL TO THE GAS PIPING SYSTEM. CONTRACTORS WORK SHALL COMMENCE ON THE HOUSE SIDE OF THE UTILITY CO. METER. 23.A SUITABLE DRIP OF CONDENSATE POCKET SHALL BE INSTALLED AT THE BOTTOM
OF ALL GAS RISERS. 24.ALL GAS PIPING TO COMPLY WITH LOCAL AND STATE CODES. 25.GAS PIPING AND SAFETY DEVICES SHALL CONFORM TO THE REQUIREMENTS OF NFPA 54 AND SHALL BE SUBJECT TO THE
INSPECTION AND APPROVAL OF THE STATE REGULATORY BOARD. 26.PROVIDE A SUITABLE GAS COCK VALVE AT EACH BRANCH RUNOUT FROM THE MAIN RISER SERVING GAS OUTLETS AND AT EACH INDIVIDUAL GAS
FIXTURE. PLUMBING NOTES - NATURAL GAS 1.OBTAIN GAS PERMITSONTRACTOR'S WORK SHALL COMMENCE ON THE HOUSE SIDE OF THE UTILITY CO. METER. 2.A SUITABLE DRIP AND CONDENSATE POCKET SHALL BE
INSTALLED AT THE BOTTOM OF ALL GAS RISERS. 3.ALL GAS PIPING TO COMPLY WITH LOCAL AND STATE CODES. 4.GAS PIPING AND SAFETY DEVICES SHALL CONFORM TO THE REQUIREMENTS OF NFPA 54 AND SHALL
BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE STATE REGULATORY BOARD. 5.PROVIDE A SUITABLE GAS COCK VALVE AT EACH BRANCH RUNOUT FROM THE MAIN RISER SERVICE GAS OUTLETS AND AT EACH
INDIVIDUAL GAS FIXTURE. 6.GAS PIPING SHALL BE TESTED ACCORDING TO THE STATE FUEL GAS CODE AND NATIONAL CODE PROVISIONS OF THE LOCAL PLUMBING INSPECTOR. IF INSPECTION OF THE TEST SHOWS
DEFECTS, SUCH DEFECTIVE WORK AND MATERIAL SHALL BE REPLACED AND INSPECTION AND TEST SHALL BE REDONE. 7.PLUMBING CONTRACTOR IS RESPONSIBLE FOR EXTENDING ALL GAS TRAIN. 8.WATER HEATERS
SHALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS. ROUTE PAN DRAINS TO NEAREST FLOOR DRAIN OR SAFE DRAIN. 9.PIPING ENTERING SERVICE CORRIDOR FROM LAB AREAS SHALL NOT RUN OVER ELECTRICAL
PANELS AND SHALL BE COORDINATED WITH WORK OF OTHER TRADES. PLUMBING ABBREVIATIONS - GENERAL ABB.ABBREVIATION ACAIR CHAMBER AFFABOVE FINISH FLOOR AHJAUTHORITY HAVING JURISDICTION APACCESS
PANEL ARCHARCHITECT AVBATMOSPHERIC VACUUM BREAKER BLDGBUILDING BOPBOTTOM OF PIPE BORBOTTOM OF RISER BVBALL VALVE CFMCUBIC FEET PER MINUTE CFSCUBIC FEET PER SECOND CICAST IRON CLCENTER
LINE CLDICEMENT LINED DUCTILE IRON CLGCEILING COLCOLUMN CONTCONTINUATION CPCHROME PLATED CP-#HOT WATER CIRCULATING PUMP # CTECONNECT TO EXISTING CVCHECK VALVE DIADIAMETER DNDOWN DWGDRAWING
ELELEVATION EQEQUAL ETBREXISTING TO BE REMOVED ETREXISTING TO REMAIN EWHELECTRIC WATER HEATER FCFAIL CLOSED FFEFINISH FLOOR ELEVATION FOFAIL OPEN FTFEET GALVGALVANIZED GCGENERAL CONTRACTOR
GPDGALLONS PER DAY GPMGALLONS PER MINUTE GVGATE VALVE GWHGAS WATER HEATER HCHANDICAPPED ACCESSIBLE HPHORSEPOWER HZHERTZ IDINSIDE DIAMETER ININCHES INVINVERT KWKILOWATTS MAXMAXIMUM MECHMECHANICAL
MEZZMEZZANINE MFRMANUFACTURER MHMANHOLE MINMINIMUM MISCMISCELLANEOUS MTDMOUNTED MVMIXING VALVE N/ANOT APPLICABLE NCNORMALLY CLOSED NICNOT IN CONTRACT NONORMALLY OPEN No.NUMBER NTSNOT
TO SCALE NUMNUMBER OCON CENTER ODOUTSIDE DIAMETER OR OVERFLOW DRAIN OS&YOUTSIDE SCREW & YOKE PCPLUMBING CONTRACTOR PHPHASE POSPROVIDED UNDER OTHER SECTION PPPOLYPROPYLENE PRVPRESSURE
REDUCING VALVE PSIPOUNDS PER SQUARE INCH PVBPRESSURE VACUUM BREAKER PVCPOLYVINYL CHLORIDE QTYQUANTITY RCPREINFORCED CONCRETE PIPE REQ'DREQUIRED RPBPREDUCED PRESSURE BACKFLOW PREVENTOR
RPMREVOLUTIONS PER MINUTE SCHSCHEDULE SFSQUARE FOOT ST.ST.STAINLESS STEEL SWHSTEAM WATER HEATER TORTOP OF RISER TPTRAP PRIMER TYPTYPICAL VIVVALVE IN VERTICAL VTRVENT THROUGH THE ROOF
W/WITH WHAWATER HAMMER ARRESTOR WMWATER METER PLUMBING ABBREVIATIONS - DRAINAGE ADAREA DRAIN BWVBACK WATER VALVE CICAST IRON COCLEANOUT DDDECK DRAIN DSDOWN SPOUT BOOT FCOFLOOR CLEANOUT
FDFLOOR DRAIN FMFORCE MAIN FSFLOOR SINK GCOGRADE CLEANOUT GDGARAGE DRAIN GIGREASE INTERCEPTOR GTGREASE TRAP GVGARAGE VENT IWINDIRECT WASTE KWKITCHEN WASTE LVLAB VENT LWLAB WASTE ODOVERFLOW
ROOF DRAIN (SECONDARY) OEDOPEN END DRAIN PDPLANTER DRAIN W/ MESHSCREEN RDROOF DRAIN RWRAINWATER SANSANITARY SSSOIL STACK SSDSUB SOIL DRAINAGE TDTRENCH DRAIN VVENT VSVENT STACK WWASTE
W & TWASTE & TRAP W & VWASTE & VENT WCOWALL CLEANOUT WSWASTE STACK PLUMBING ABBREVIATIONS - EQUIPMENT CCYLINDER CACOMPRESSED AIR CA-DCOMPRESSED AIR EWHTANKLESS WATER HEATER FCUMANIFOLD
GENN2 LSLIFT STATION MMANIFOLD N2GEN ROREVERSE OSMOSIS T VACVACUUM VPVACUUM PUMP PLUMBING ABBREVIATIONS - DOMESTIC WATER 140F HW140° HOT WATER SUPPLY 140F HWR140° HOT WATER RETURN CWCOLD
WATER HWHOT WATER HWRHOT WATER RETURN LCWLAB COLD WATER LHWLAB HOT WATER NPCWNON-POTABLE COLD WATER PWRPURE WATER RETURN PWSPURE WATER SUPPLY WWATER SERVICE PLUMBING ABBREVIATIONS -
MATERIAL CICAST IRON CLDICEMENT LINED DUCTILE IRON GALVGALVANIZED GWBGYPSUM WALL BOARD PPPOLYPROPYLENE PVCPOLYVINYL CHLORIDE RCPREINFORCED CONCRETE PIPE ST.STSTAINLESS STEEL PLUMBING
ABBREVIATIONS - GASES ARARGON BABREATHING AIR CACOMPRESSED AIR CA-#COMPRESSED AIR - #PSI CAICOMPRESSED AIR INTAKE CO2CARBON DIOXIDE EOCEMERGENCY OXYGEN CONNECTION EVACMEDICAL GAS EVACUATION
GGAS (NATURAL) GAPGAS ALARM PANEL GVCGAS VALVE CABINET H2HYDROGEN HEHELIUM LGAPLOCAL GAS ALARM PANEL MAMEDICAL AIR MGAPMASTER GAS ALARM PANEL MGCVMEDICAL GAS CONTROL VALVE N2NITROGEN
N2-#NITROGEN - #PSI N2ONITROUS OXIDE NCPNITROGEN CONTROL PANEL O2OXYGEN O3OZONE PPROPANE PAPATIENT AIR SPSPECIAL GAS VACVACUUM VEVACUUM EXHAUST VTVACUUM TRAP ZVBZONE VALVE BOX IN ACCORDANCE
WITH THE FEDERAL SAFE WATER DRINKING ACT (SWDA) THE PLUMBING CONTRACTOR SHALL NOT INSTALL ANY COMPONENTS IN THE PLUMBING DOMESTIC WATER SYSTEM THAT CONTAINS MORE THAN 0.25% LEAD IN
ANY OF ITS WETTED PARTS AFTER JANUARY 1ST, 2014. THE CONTRACTOR SHALL PROVIDE THE LEAD FREE EQUIVALENT OF THE MODEL NUMBERS LISTED IN THE PLANS AND SPECIFICATIONS FOR THESE COMPONENTS
PLUMBING DEMO NOTES 1.PROJECT CONDITIONS a.ALL WORK MUST BE COORDINATED W/ OWNER PRIOR TO ANY COMMENCEMENT OF WORK. c.PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE
BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION
BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT DUST MIGRATION. b.ITEMS OF VALUE WHICH ARE NOT INDICATED TO BE RETURNED TO THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
STORAGE OR SALE OF ITEMS ON THE PROJECT SITE IS PROHIBITED. d.UTILITIES: MAINTAIN ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL OR RELOCATION. KEEP UTILITIES IN SERVICE AND PROTECT
FROM DAMAGE. DO NOT INTERRUPT UTILITIES SERVING USED AREAS WITHOUT FIRST OBTAINING PERMISSION FROM THE OWNER. PROVIDE TEMPORARY SERVICES AS REQUIRED. COORDINATE ALL WORK WITH OWNER.
e.ALL WORK MUST BE COORDINATED W/ OWNER PRIOR TO ANY COMMENCEMENT OF WORK. 2.SCOPE OF WORK a.PERFORM WORK AND PROVIDE MATERIAL AND EQUIPMENT AS SHOWN ON DRAWINGS AND AS SPECIFIED IN
THIS SECTION OF SPECIFICATIONS. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS FROM AUTHORITIES THAT HAVE JURISDICTION AS REQUIRED TO PERFORM WORK IN ACCORDANCE WITH ALL LEGAL REQUIREMENTS
AND WITH SPECIFICATIONS AND DRAWINGS. 3.REGULATORY REQUIREMENTS a.STRICTLY COMPLY WITH APPLICABLE CODES, REGULATIONS AND REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. 4.HANDLING OF
MATERIALS a.REMOVE ALL MATERIAL DEBRIS FROM THE SITE AS IT ACCUMULATES. DO NOT STORE, SELL, BURN, OR OTHERWISE DISPOSE OF DEBRIS ON SITE. REMOVE ALL MATERIALS IN SUCH MANNER AS TO
PREVENT SPILLAGE. KEEP ALL PAVEMENTS AND AREAS ADJACENT TO AND LEADING FROM THE SITE, CLEAN AND FREE OF MUD, DIRT, AND DEBRIS AT ALL TIMES. 5.TRANSFER OF RESPONSIBILITY AND DISPOSITION
OF MATERIALS a.UPON RECEIPT OF NOTICE TO PROCEED WITH THE WORK, THE TITLE TO ALL MATERIALS FOR DEMOLITION SHALL BE VESTED IN THE CONTRACTOR WHEREUPON THE OWNER WILL NOT BE RESPONSIBLE
FOR THE CONDITION, LOSS, OR DAMAGE TO SAID PROPERTY. ALL SUCH ITEMS SHALL BE REMOVED FROM THE OWNER'S PROPERTY. 6.CLEAN-UP AND REPAIR a.UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS,
EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION AND LEAVE INTERIOR AREAS BROOM CLEAN. b.REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN STRUCTURES AND
SURFACES TO EXISTING CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED BY SELECTIVE DEMOLITION WORK. #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 2 2 2 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
P0.02PLUMBING LEGEND.pdf
S M S M S S M M S S M M T M R X P I CYLINDER BUTTERFLY VALVE DOUBLE DIAPHRAGM THREE-WAY VALVE CYLINDER KETTLE VALVE LONG OUTLET TEE DRAIN CUP SHORT OUTLET TEE SPECTACLE BLIND AIR BRAKE/INDIRECT
WASTE STOPPER/PLUG HOSE COUPLING LIGHT FLOW NOZZLE FAIL POSITION BLIND FLANGED NOZZLE TRI-CLAMP CONNECTION SMALL ARROW (FOR INSTRUMENTATION) DIVERTER VALVE SPRAY BALL PLUG-IN NOZZLE
SPEC BREAK PIPE BREAK MANHOLE BUTTERFLY VALVE MOTOR BUTTERFLY VALVE SOLENOID BUTTERFLY VALVE PRESSURE REGULATED CYLINDER GLOBE VALVE MOTOR GLOBE VALVE SOLENOID GLOBE VALVE PRESSURE
REGULATED GLOBE VALVE CYLINDER BALL VALVE MOTOR BALL VALVE PRESSURE REGULATED BALL VALVE SOLENOID BALL VALVE CYLINDER DIAPHRAGM VALVE MOTOR DIAPHRAGM VALVE DIAPHRAGM VALVE (SELF-CONTAINED)
SOLENOID DIAPHRAGM VALVE PRESSURE REGULATOR CYLINDER VALVE MOTOR VALVE SOLENOID VALVE BACKPRESSURE REGULATOR PRESSURE REGULATOR SINGLE-ACTING CYLINDER CONTROL VALVES SOLENOID MOTOR
SYMBOL SYMBOL ECCENTRIC REDUCER PIPING SYMBOLS Y-TYPE STRAINER CONCENTRIC REDUCER WELDED CAP PIPE END DESCRIPTION FLOW STRAIGHTENING VANE COUPLING HAND ACTUATOR PIPE CAP THREE WAY DIAPHRAGM
VALVE FOUR WAY VALVE PRESSURE RELIEF VALVE PRESSURE RELIEF VALVE KNIFE GATE VALVE STOP CHECK VALVE KETTLE VALVE RUPTURE DISK RUPTURE DISK FLOAT VALVE ANGLE VALVE SYMBOL DESCRIPTION
CHECK VALVE (LEFT) BALANCING VALVE DIAPHRAGM VALVE CLAMPED DIAPHRAGM VALVE HAND CONTROL VALVE BUTTERFLY VALVE CHECK VALVE (RIGHT) PLUG VALVE PINCH VALVE NEEDLE VALVE GLOBE VALVE BALL
VALVE GATE VALVE DESCRIPTION VALVE BODY TYPES K208.DWG FLOW STREAM IDENTIFIER TURBINE-TYPE PRIMARY ELEMENT SINGLE PORT PITOT TUBE POSITIVE-DISPLACEMENT-TYPE FLOW RESET FOR LATCH-TYPE
ACTUATOR UNDEFINED INTERLOCK LOGIC EQUIPMENT SERVICE STEAM TRAP TIE-IN FLAG VENTURI TUBE EDUCTOR DATA LINK TOTALIZING INDICATOR VORTEX SENSOR ORIFICE FLANGE MOTOR CAPILLARY TUBE PNUEMATIC
SIGNAL FLUSHING DEVICE SYMBOL (BACK) (LOCAL BACK OF PANEL) PROGRAMMABLE LOGIC CONTROL TAG (AUX. FRONT OF PANEL) PROGRAMMABLE LOGIC CONTROL TAG PROGRAMMABLE LOGIC CONTROL TAG PROGRAMMABLE
LOGIC CONTROL TAG COMPUTER CONTROL TAG (AUX. FRONT OF PANEL) SHARED DISPLAY/CONTROL TAG (LOCAL BACK OF PANEL) PROGRAMMABLE LOGIC CONTROL TAG COMPUTER CONTROL TAG COMPUTER CONTROL TAG
COMPUTER CONTROL TAG SHARED DISPLAY/CONTROL TAG (AUX. FRONT OF PANEL) (LOCAL BACK OF PANEL) SHARED DISPLAY/CONTROL TAG DIAPHRAGM SEAL PILOT LIGHT PIG TAIL (BACK OF PANEL) (PANEL) (LOCAL)
(PANEL) (BACK OF PANEL) (LOCAL) DISCRETE INSTRUMENT TAG SHARED DISPLAY/CONTROL TAG SHARED DISPLAY/CONTROL TAG SHARED DISPLAY/CONTROL TAG (LOCAL BACK OF PANEL) DISCRETE INSTRUMENT TAG
(AUX. FRONT OF PANEL) DISCRETE INSTRUMENT TAG DISCRETE INSTRUMENT TAG DESCRIPTION DISCRETE INSTRUMENT TAG FUNCTION SYMBOLS (PANEL) (LOCAL) (BACK OF PANEL) (LOCAL FIELD) (PANEL) SYMBOL
SYMBOL CONTINUITY ARROW (RIGHT) MANUAL VALVE TAG DESCRIPTION CONTINUITY ARROW (LEFT) TAGS FLEXIBLE HOSE (MALE/MALE) FLEXIBLE HOSE (FEMALE/FEMALE) FLEXIBLE HOSE (SINGLE MALE) FLEXIBLE
HOSE (SINGLE FEMALE) FLEXIBLE HOSE FLEXIBLE HOSE 90° FLEXIBLE HOSE 3-WAY FLEXIBLE HOSE (MALE) 3-WAY FLEXIBLE HOSE 3-WAY FLEXIBLE HOSE (FEMALE) 90° FLEXIBLE HOSE (FEMALE) 90° FLEXIBLE
HOSE (MALE) DESCRIPTION FLEXIBLE HOSE ROTO METER 001 HV PRESSURE CONTROL VALVE --Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005
Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P0.02 29313.00 11/30/18 PLUMBING LEGEND #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD
72B539 12/10/2018
P0.03PLUMBING LEGEND.pdf
M PUMPS DESCRIPTION METERING PUMP CENTRIFUGAL PUMP SUMP PUMP PERISTALIC PUMP DIAPHRAGM PUMP GEAR PUMP (GENERAL SYMBOL) SYMBOL UNIT HEATER WATER SOFTENER ULTRAVIOLET FILTER ULTRA FILTER
TANK (PROCESS VESSEL) STORAGE TANKS SEPARATOR UV WS TP UH UF TK SEP T TRAP REVERSE OSMOSIS/DEIONIZED WATER VACUUM VACUUM EXHAUST EMERGENCY TEMPERED WATER TEMPERATURE INDICATOR SANITARY
VENT REVERSE OSMOSIS TI VAC VE TW SV ROD RO FAN COIL REHEAT COIL FIN TUBE RADIATOR HUMIDIFIER FINAL FILTER AUTOCLAVE (STERILIZER) REVERSE OSMOSIS PROCESS CONTROL VALVE PRESSURE REDUCING
STATIONS MULTIMEDIA FILTER LIQUID CHILLER EMERGENCY GENERATOR FUMEHOOD FLEX HOSES DEAERATOR DEIONIZERS/DEIONIZED WATER DRAINAGE PUMP EXHAUST FAN (HVAC) HEATING/COOLING CONTROL SKID
HEAT EXCHANGER FREEZER FLOW SWITCH HOT WATER HEATING COIL (HVAC) PUMPS P SC RO S RHC PCV PCS SCALE HUM MF LC HCC HC HE FC FTR FRZ FS FF FH FLX EMG EF F DA DP DI FILTER CABINET UNIT
HEATER CARBON FILTERS DESCRIPTION AGITATOR AIR HANDLING UNIT (HVAC) BIOSAFETY CBINET CONTROL PANEL BUBBLE TRAP COOLING COIL COMPRESSOR COOLING TOWER DESSICANT DRYER AIR COOLED CONDENSING
UNIT (HVAC) EQUIPMENT IDENTIFIERS CMP CU CUH DD D CT CP DRYER CF BT CC AHU BSC BBOILER ABBR. A 140°F POTABLE HOT WATER RETURN NON-POTABLE HOT WATER RETURN NON-POTABLE HOT WATER 140°F
POTABLE HOT WATER RETURN CONDENSATE PROCESS WASTE PROCESS VENT PURIFIED PROCESS WATER PLANT STEAM PUMPED RETURN CONDENSATE PUMPED PROCESS LIQUID WASTE PROCESS LIQUID WASTE VENT PROCESS
LIQUID WASTE PRC RC PW PV PPW PS P/PLW PLV PLW 140°F HWR 140°F HW POTABLE COLD WATER PROCESS COLD WATER PROCESS OXYGEN NON-POTABLE COLD WATER NITROGEN NATURAL GAS LAB WASTE LAB VENT
LOW PRESSURE CONDENSATE (HEATING) HOT WATER SUPPLY NPCW CW PCW P O2 NPHWR NPHW N2 NG LW LV LPC HWS HEATING REHEAT COIL RETURN HEATING REHEAT COIL RETURN (HEATING) HOT WATER RETURN HEATING
RADIATION SUPPLY HEATING RADIATION RETURN HIGH PRESSURE CONDENSATE HELIUM FIRE SPINKLER SYSTEM CARBON DIOXIDE CHILLED WATER SUPPLY CHILLED WATER RETURN HE HRR HSC HWR HSR HRC HPC FSPR
C02 CHWS CHWR DESCRIPTION SYSTEM IDENTIFIERS COMPRESSED DRY AIR CDA ABBR. PROCESS NITROGEN PN2 PROCESS VACUUM PVAC POTABLE HOT WATER HW PRESSURE INDICATOR PI PSVPRESSURE SAFETY VALVE
SANITARY WASTE SW FLOW ELEMENT FE FLOW TRANSMITER FT LAB AIR LA HYDROCHLORIC OCTAFLUOROCYCLOBUTANE ACETYLENE DIBORANE NITROGEN ARGON CF4 C4F8 B2H6 BCl3 AsH3 Ar ARSINE CHEMICAL NAMES
C2H2 CH4 Cl2 Ge H2 HBr HCl He CHF3 N2 PH3 SiCl4 SiH4 SiCl2H2 SF6 TETRAFLUOROMETHANE METHANE CHLORINE TRIFLUOROMETHANE GERMANIUM HYDROGEN HYDROGEN BROMIDE HYDROCHLORIC HELIUM NITROGEN
PHOSPHINE SULFUR HEXAFLUORIDE TETRACHLOROSILANE DICHLOROSILANE SILANE PRESSURE VESSEL PV AUTOMATIC SPRINKLER AS PROCESS CHILLED WATER SUPPLY PCWS PROCESS CHILLED WATER RETURN PCWR FORCE
MAIN (PUMP DISCHARGE) FM LIQUID NITROGEN LN2 XS XY XV TCV PCV MS LCV ZT ZSL ZSH ZIC ZE ZAL ZAH WY WV WT WSL WSHL WSH WC WR WIT WIR WIC WI WE WAL WAHL WAH VY VT VSL VSH VI VE VAL VAH
UY UR UIR UI UAL UAHL UAH TY TV TT TSL TSHL TSH TC TR TIT TIR TIC TI TE TAL TAHL TAH SY ST SSL SSHL SSH SC SR SIT SIR SIC SI SE SAL SAHL SAH PDT PDSL PDSH PDC PDR PDIT PDIR PDIC PDI
PDE PDAL PDAH PY PV PT PSL PSHL PSH PC PR PIT PIR PIC PI PE PAL PAHL PAH LY LV LT LSL LSHL LSH LC LR LIT LIR LIC LI LE LAL LAHL LAH KY KV KT KSL KSHL KSH KC KR KIT KIR KIC KI KE KAL
KAHL KAH JY JT JSL JSHL JSH JC JR JIT JIR JIC JI JE JAL JAHL JAH IY IT ISL ISHL ISH IC IR IIT IIR IIC II IE IAL IAHL IAH HS HY HV HIC FAHFAHLFALFEFIFICFIRFITFRFCFSHFSHLFSLFTFVFY EAHEAHLEALEEEIEICEIR
EITERECESHESHLESLETEY AY AV AT ASL ASHL ASH AC AR AIT AIR AIC AI AE AAL AAHL AAH VARIABLE MEASURED FUNCTION INSTRUMENT SELF ACT VALVE SWITCH CONV/COMP DEVICE VALVE TRANSMITTER SWITCH
LOW SWITCH HI/LO SWITCH HIGH CONTROLLER RECORDER IND. TRANSMITTER IND. RECORDER IND. CONTROLLER INDICATOR ELEMENT ALARM LOW ALARM HI/LO ALARM HIGH POSITION ON/OFF WEIGHT VIBRATION MULTI-VAR.
TEMPERATURE SPEED-FREQ. PRESS-DIFF. PRESSURE MOTOR LEVEL TIME POWER CURRENT MANUAL FLOW VOLTAGE ANALYSIS ZS OR CONTROLLED INSTRUMENT & CONTROL LEGEND LIGHT ML ZL SWITCH CLOSED SWITCH
OPEN ZSCZSO Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P0.03 29313.00 11/30/18
PLUMBING LEGEND #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P1.00PLUMBING - LEVEL 0 DEMO.pdf
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 EXISTING GAS METER 6" G(EX) CA(EX) HW(EX) CW(EX) G(EX) HWR(EX) 2-1/2" G UP ETR 2-1/2" CW UP ETR 2" HW UP ETR 3/4" HW UP ETBR 3/4" CW UP ETBR
1/2" G UP ETBR CW(EX) HW(EX) CA(EX) CA(EX) HW(EX) G(EX) CW(EX) HW(EX) G(EX) CA(EX) G(EX) HW(EX) CA(EX)CA(EX) HW(EX) G(EX) HW(EX) CW(EX) HW(EX) CW(EX) 1/2" CW UP ETBR 1/2" HW UP ETBR
3/4" HW UP ETR 3/4" CW UP ETR PHASE 1 SCOPE BOUNDARY 6" EXISTING WATER SERVICE 6" CW(EX) CA(EX)CA(EX) 1-1/2" CA ETR 3" HW ETR 4" CW ETR 4" G ETR 1" HWR ETR 1-1/2" CA ETR 3" HW ETR 4"
CW ETR 4" G ETR 1" HWR ETR 2" W UP CA ETBR HW ETBR CW ETBR G ETBR MECHANICAL B00UA Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B00UB Room B00UC EXISTING
DOMESTIC WATER HEATER CUT & CAP SERVICES TO BE REMOVED G(EX) ETR CA(EX) HW(EX) CW(EX) G(EX) HWR(EX) HW(EX) CW(EX) HWR(EX) EXISTING DOMESTIC CIRC PUMP Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P1.00 29313.00 11/30/18 PLUMBING - LEVEL 0 DEMO 1/4" =
1'-0" 1 PLUMBING - LEVEL 0 DEMO NOTES: 1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE 1. 2. ALL EXISTING EQUIPMENT
AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED. 3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES
OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 5. ALL RW PIPING IS EXISTING TO REMAIN. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P1.10PLUMBING - LEVEL 1 DEMO.pdf
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 PHASE 1 SCOPE BOUNDARY 3/4" HW DN ETBR 3/4" CW DN ETBR 1/2" G DN ETBR 2-1/2" G UP & DN ETR 2-1/2" CW UP & DN ETR 2" HW UP & DN ETR CW(EX) HW(EX)
HW(EX) CW(EX) G(EX) LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE
ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room 165 Room 100UA Room 100JA Room 100UB CORRIDOR 100CH Room
100UF Room 167G OFFICE 156 COLLABORATION 167 1-1/2" CW ETBR 1-1/4" HW ETBR 1/2" CW DN ETBR 1/2" HW DN ETBR 1" CW ETBR 1" HW ETBR CW(EX) HW(EX) DISCONNECT FROM EXISTING Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P1.10 29313.00 11/30/18 PLUMBING
- LEVEL 1 DEMO 1/4" = 1'-0" 1 PLUMBING - LEVEL 1 DEMO NOTES: 1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE
1. 2. ALL EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED. 3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT
ARE SERVING PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4.DEMOLISH ALL SANITARY, LAB WASTE, AND VENT PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING
FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 5. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 6. ALL RW PIPING IS EXISTING TO REMAIN. #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P1.20PLUMBING - LEVEL 2 DEMO.pdf
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 PHASE 1 SCOPE BOUNDARY 2-1/2" G DN ETR 2-1/2" CW DN ETR 2" HW DN ETR CW(EX) HW(EX) CW(EX) HW(EX) 1-1/2" CW ETBR 1-1/4" HW ETBR Room 200SD Room
255A Room 270A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room 265A Room 252 Room 254 Room 260A Room 272 Room 278 Room 274 Room 270 Room 267 Room
265 Room 200JA Room 200SD Room 255A Room 270A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room 265A Room 252 Room 254 Room 272 Room 278 Room 274 Room
270 Room 267 Room 265 Room 200JA Room 200SD Room 255A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room 265A Room 256 Room 272 Room 278 Room 274 Room
270 Room 267 Room 265B Room 265 Room 200JA Room 200UA Room 200UB Room 276 1" CW ETBR 1" HW ETBR 1/2" CW DN ETBR 1/2" HW DN ETBR DISCONNECT FROM EXISTING Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P1.20 29313.00 11/30/18 PLUMBING - LEVEL
2 DEMO 1/4" = 1'-0" 1 PLUMBING - LEVEL 2 DEMO NOTES: 1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE 1. 2. ALL
EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED. 3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING
PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4.DEMOLISH ALL SANITARY, LAB WASTE, AND VENT PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES
OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 5. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 6. ALL RW PIPING IS EXISTING TO REMAIN. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P1.30PLUMBING - LEVEL 3 DEMO.pdf
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 PHASE 1 SCOPE BOUNDARY Room 365A Room 365D Room 355 Room 365E Room 365C Room 361 Room 365F Room 358 Room 300CD Room 378 Room 360 Room 300SA
Room 375 Room 362 Room 377 Room 352 Room 354 Room 356 Room 365 Room 379 Room 365G Room 300JARoom 300UA Room 300UB DEMO MSB AND ASSOCIATED PIPING IN JAN. CLOSET Architect Payette Associates
Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423
Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall
for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10
Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper
Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P1.30 29313.00 11/30/18 PLUMBING - LEVEL
3 DEMO 1/4" = 1'-0" 1 PLUMBING - LEVEL 3 DEMO NOTES: 1. CONTRACTOR TO DEVELOP PLAN TO KEEP PHASE 2 FIXTURES AND EQUIPMENT IN OPERATION DURING THE DEMO/ CONSTRUCTION OF PHASE 1. 2. ALL
EXISTING EQUIPMENT AND PIPING THAT IS LOCATED IN OR SERVING PHASE 2 SHALL BE EXISTING TO REMAIN EXCEPT WHERE NOTED. 3. DEMOLISH ALL PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING
PLUMBING FIXTURES OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 4.DEMOLISH ALL SANITARY, LAB WASTE, AND VENT PIPING AND ASSOCIATED COMPONENTS THAT ARE SERVING PLUMBING FIXTURES
OR EQUIPMENT LOCATED WITHIN THE PHASE 1 BOUNDARY. 5. NOT ALL PLUMBING SCOPE TO BE DEMOLISHED IS SHOWN. 6. ALL RW PIPING IS EXISTING TO REMAIN. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P2.00PLUMBING - LEVEL 0.pdf
CA 1 CCA 1 C RO 1 RO VAC 1 VP SAN 1A/1B SP LHW 1 EWH CA 1 DDCA 1 DD N2 1 GEN LHWR 1 CP 2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 2-1/2" G(EX) UP 2-1/2" CW(EX) UP 2" HW(EX) UP 3/4" HWR
UP PURE WATER SKID 4'-0" X 10'-0" VACUUM PUMP SKID 5'-0" X 4'-0" 1-1/2" RPBP FOR LCW 1" RPBP FOR LHW PHASE 1 SCOPE BOUNDARY EXISTING HOT WATER HEATER 4" FD-B AHU REFER TO MECH DRAWINGS
4" FD-B PWS1 N21 PWR1 CA1 LHW1 VAC1 LCW1 G1 LHWR1 CW1HW1 4" CW(EX) 1" HWR(EX) 4" CW(EX) 3" HW(EX) 1" HWR(EX) 3" G(EX) 3" CW(EX) 4" LW UP MECHANICAL B00UA Room B00SA Room B59 Room B54
Room B52 Room B56 Room B55 Room B57 Room B78 Room B00UB Room B00UC 4" SAN UP EXTEND 3" VACUUM EXHAUST TO ROOF 2" W UP 2" W DN 2" SAN CA RECIEVER 200 GALLON 32mm PWS UP 32mm PWR UP 1"
LHW UP 1-1/2" LCW UP 3/4" LHWR UP 1" N2-100 UP 1" CA-100 UP 2" VAC UP AIR COMPRESSORS 4" FD-B4" FD-B 4" FD-B 4" FD-B 4" FD-B FCO FCO 2" V DN 3" V UP 3" VE UP 2" SAN 1/4" / 12" 2" V
RISE ALONG WALL & OFFSET DN FCO 2" V RISE ALONG WALL & OFFSET DN 2" V RISE ALONG WALL & OFFSET DN 2" V 2" V 2" V 3" V 2" V 2" V 2" V 2" V 4" LW 4" SAN 4" LW 4" SAN 32mm PWR DROP 32mm
PWS DROP 1 1/4" PWS 1 1/4" PWR 1" LHW 1 1/2" LCW 3/4" LHWR 1 1/2" CA-100 2" VAC 1 1/2" CW 1" HW 1" HW 1 1/2" CW 1" LHW 1 1/2" LCW 3/4" LHWR 2" FMSAN DROP 2" FMSAN 1/8" / 12" 1/8" /
12" CTE SAN W/ NEW 4" SAN CA DESSICANT DRYERS DUPLEX SANITARY SUMP PUMPS 2 1/2" HW(EX) 2" V DN 3" VE 3" V 3" V DROP 3" HW(EX) 3" V CO CO CO CO CO 2" FMSAN DROP 2" FMSAN 2" FMSAN 2"
FMSAN 4" SAN(EX) 4" SAN 4" LW 4" LW REFER TO CIVIL DWG. FOR CONTINUATION 4" LW DROP HWR1 CTE HWR W/ NEW 3/4" HWR 3/4" HWR 2" VAC 1" CA-100 1" N2-100 3/4" LHWR 1 1/2" LCW 1" LHW 1 1/4"
PWR 1 1/4" PWS CTE CW W/ NEW 1-1/2" CW CTE HW W/ NEW 1" HW HWR(EX) CW(EX) HW(EX) 2" VAC 1 1/2" CA-100 3/4" LHWR 1 1/2" LCW 1" LHW 1 1/2" CW 1" HW N2 SURGE TANK N2 GENERATOR LAB HOT
WATER CIRC PUMP LAB HOT WATER REHEAT WATER HEATER EXISTING HOT WATER CIRC PUMP 2 P5.04 3 2 2 1" N2-100 1" CA-100 1" N2-100 1" CA-100 2 Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.00 29313.00 11/30/18 PLUMBING - LEVEL 0 1/4" = 1'-0"
1 PLUMBING - LEVEL 0 - PHASE 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
P2.00UPLUMBING UNDERGROUND.pdf
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 4" SAN UP TO FCO 4" W&T UP 4" W&T UP (TYP. FOR 4) 4" W&T UP 2" V UP 4" SAN UP TO FCO 4" SAN(U) 1/8" / 12" 4" W&T UP 4'X4'X5' DEEP CONCRETE
SUMP PIT 4" SAN INV. ELEV. = -2'-0" B.F.F. 2" V UP 4" SAN UP TO FCO 2" V UP 2" V UP 2" V UP 4" SAN(U) 4" SAN(U) 4" SAN(U) 4" SAN(U) 1/8" / 12" 1/8" / 12" 2" SAN UP Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.00U 29313.00 11/30/18 PLUMBING
UNDERGROUND 1/4" = 1'-0" 1 PLUMBING - UNDERGROUND - Phase 1 #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P2.10PLUMBING - LEVEL 1.pdf
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 SK-1 PHASE 1 SCOPE BOUNDARY 4" LW UP 4" LW 4" LW 32mm PWS UP 32mm PWR UP 1" LHW UP 1-1/2" LCW UP 3/4" LHWR UP 1" N2-100 UP 1" CA-100 UP 2"
VAC UP 2-1/2" G(EX) UP & DN 2-1/2" CW(EX) UP & DN 2" HW(EX) UP & DN 3/4" HWR UP & DN PWS1N21 PWR1 CA1 LHW1 VAC1 LCW1 G1 LHWR1 CW1HW1 1/2" HW 1/2" CW 1/2" CW DROP 1/2" HW DROP 1/2" CW
1/2" HW 1/2" HW 1/2" CW CTE CW W/ 1/2" CW CTE HW W/ 1/2" HW 4" LW DN 2" LW UP 4" LW & T UP 2" LV UP 2" LW UP 2" LW UP 4" LW 4" LW 4" LW 2" LW 2" LW UP 2" LW UP 4" LW&T UP2" LV UP 4"
LW 2" LW 2" LW 2" LW UP 4" LW UP 2" LW UP LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE
168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room 165 Room 100UA Room 100JA Room
100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167 4" SAN 2" SAN 2" W UP 4" SAN UP 4" SAN DN 2" W DN & V RISE 4" LW 4" LW&T UP 2" LV UP 2" LW UP 4" LW 2" LW 2" V
1/8" / 12" 1/8" / 12" 1/8" / 12" 4" LW 1/8" / 12"1/8" / 12" HWR1 3" V 3" VE 3" V2" V 3" VE 3" VE DN 3" V DN 3" V UP 3" VE UP CO CO CO CO CO CO CO CO CO CO 1/4" / 12" 1/4" / 12" 1/8"
/ 12" 1/8" / 12" 1/4" / 12" 32mm PWS UP 32mm PWR UP 1" LHW UP 1-1/2" LCW UP 3/4" LHWR UP 1" N2-100 UP 1" CA-100 UP 2" VAC UP 2" VAC 1" CA-100 1" N2-100 3/4" LHWR 1 1/2" LCW 1" LHW
1 1/4" PWR 1 1/4" PWS 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.10
29313.00 11/30/18 PLUMBING - LEVEL 1 1/4" = 1'-0" 1 PLUMBING - LEVEL 1 NOTES: 1. ALL PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE. #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 31/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
P2.20PLUMBING - LEVEL 2.pdf
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 CO2 MANIFOLD PHASE 1 SCOPE BOUNDARY LS-1 EW-1 LS-2 EW-1 LS-1 EW-1 LS-1 EW-1 LS-1 EW-1 LS-1 EW-1 LS-1 EW-1 FH CS-1 FH FH FHFH FHFH 4" FD-C 4"
FD-C ES-1 TMV-1 WC-1A L-1A UCD-1 GW-1 IM-1 4" FD-C 3/4" N2-100 3/4" CA-100 1 1/2" VAC 1 1/2" VAC 3/4" CA-100 3/4" N2-100 1 1 10 1 1 11 2 2 3 2 2 2 2 FH CS-1 3 3 P5.03 4 P5.03 7 P5.03
8 P5.01 2" LW UP 3" LW 4 6 4 6 4 6 4 6 7 SK-2 32mm PWS UP & DN 32mm PWR UP & DN 1" LHW UP & DN 1-1/2" LCW UP & DN 3/4" LHWR UP & DN 1" N2 UP & DN 1" CA UP & DN 2" VAC UP & DN 2-1/2"
G(EX) UP & DN 2-1/2" CW(EX) UP & DN 2" HW(EX) UP & DN 3/4" HWR UP & DN PWS1N21 PWR1 CA1 LHW1 VAC1 LCW1 G1 LHWR1 CW1HW1 1" CW DROP 4" SAN DN & 2" V RISE 4" LW & T UP 2" LV UP 2" LW UP
2" LW UP 4" LW & T UP 2" LW UP 4" LW 2" LW 2" LV UP 4" LW DN 1/2" HW DROP 2" W DN & V RISE 1/2" CW DROP 3/4" G DROP 2" LW DN & LV RISE 2" LV DN & RISE 2" LW DN & LV RISE TISSUE CULTURE
(MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP 260 LAB WRITE-UP 269 OPEN RESEARCH LAB 276 iCVD ROOM 276D Room 200SD Room 255A Room 252 Room 254 Room 256
Room 267 CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC P5.03 6 8 7 8 ES-1 TMV-1 9 9 4 4 4 4 4 5 8 4 75 7 5 4 1 1/2" CW 1" HW 1 1/2" LCW 1" LHW 1" PWS 1
1/2" CW 1" HW 1 1/2" LCW 1" LHW 1" PWS 3/4" HWR 1" PWR 3/4" LHWR 4 4444 4 4 1/2" N2-100 1/2" CA-100 3/4" VAC CTE G W/ 3/4" G CTE CW W/ 1-1/2" CW CTE HW W/ 1" HW 3/4" G 4 4 4 4 OPEN
RESEARCH LAB 276 11 2" LV UP 2" LV UP 2" LV UP 2" LV 2" LV 2" LV 2" LV 3" V UP 2" LV 2" LV DN 1/2" HW DROP 2" W & V 1/2" CW DROP 10 10 1 10 10 2" STANDPIPE DRAIN 2" LW DN & LV RISE
2" V 2" V 2" V 3" HWR1 1 1/2" VAC 3/4" CA-100 3/4" N2-100 1 1/2" VAC 3/4" CA-100 3/4" N2-100 1" PWS 1" LHW 1 1/2" LCW 1" HW 3/4" N2-100 3/4" CA-100 1 1/2" VAC 3" V UP & DN 3" VE UP
& DN WB-1 CO CO CO CO 1/4" / 12" 1/8" / 12" 1 1/2" VAC 3/4" CA-100 3/4" N2-100 1" HW 1 1/2" LCW 1" LHW 1" PWS 2 P5.04 1/2" N2-100 1/2" CA-100 3/4" VAC 1/2" N2-100 1/2" CA-100 3/4" VAC
COMMON AREA 260A 1 1/4" CW 1/2" HW 4" LW DN 2" LW 3" LW 4" LW 1/8" / 12" CO CO 1 1/2" CW 1 1/2" CW 3 3/4" VAC 1/2" CA-100 1/2" N2-100 1" PWR 3/4" LHWR 3/4" HWR 3 3/4" G 3/4" G DROP
3/4" G RISE 3/4" VAC 1/2" CA-100 1/2" N2-100 3/4" VAC 1/2" CA-100 1/2" N2-100 3 1/2" CO2 3/4" G 1/2" N2-100 1/2" CA-100 3/4" VAC 1 1/2" CW 1" HW 1 1/2" LCW 1" LHW 1" PWS 1 1/2" CW 1"
HW 1 1/2" LCW 1" LHW 1" PWS 3 3 1/2" LCW 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
1/4" = 1'-0" P2.20 29313.00 11/30/18 PLUMBING - LEVEL 2 1/4" = 1'-0" 1 PLUMBING - LEVEL 2 - PHASE 1 25mm PWS DROP 25mm PWS RISE 1/2" LCW DROP 2" LW DN & 2" LV RISE 1/2" LHW DROP 3/4"
VAC DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 1/2" LCW DROP 3/4" VAC DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 3/4" VAC DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 1/2" CA-100 DROP 1/2" N2-100
DROP 3/4" VAC DROP KEYNOTES: 1 2 3 1 P5.03 2 P5.03 5 P5.03 NOTES: 1. ALL PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE. 5 6 7 8 9 4 1/2" CO2
DROP 1" CW & 3/4" HW DROP TO TMV-1. EXTEND 1" TW FROM MIXING VALVE TO ES-1. 1/2" CW & 1/2" HW DROP TO TMV-2. EXTEND 1/2" TW FROM MIXING VALVE TO EW-1. 10 #DATEDESCRIPTION 111/30/18ISSUED
FOR CONSTRUCTION 212/18/18ADDENDUM 01 31/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
P2.30PLUMBING - LEVEL 3.pdf
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 PHASE 1 SCOPE BOUNDARY 3/4" LHW 3/4" LCW 3/4" N2-100 3/4" CA-100 1 1/2" VAC 1" PWS LS-1 EW-1 LS-1 EW-1 LS-2 EW-1 4" FD-C ES-1 TMV-1 4" FD-C
3/4" LHWR 1" PWS FH FH 1 1 2 FH CS-1 3 3 4 6 5 2 25mm PWS DN 25mm PWR DN 1" LHW DN 1-1/2" LCW DN 3/4" LHWR DN 1" N2 DN 1" CA DN 2" VAC DN 1-1/2" CW DN 1" HW DN 1/2" HWR DN PWS1N21 PWR1
CA1 LHW1 VAC1 LCW1 G1 LHWR1 CW1HW1 2" LV DN & RISE 2" LW DN & LV RISE 2" LW DN & LV RISE 2" LV DN & RISE 2" LW DN & LV RISE 2" LW DN & LV RISE RESEARCH LAB 367 LIGHT SCATTERING 367B
SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE 367A STAIRS 300SA Room 352 Room 354 Room 356 PURE WATER CLOSET
300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 ES-1 TMV-1 8 8 4 4 4 4 1" HW 1 1/2" CW 4 FH CS-1 3 4 2" LV DN & RISE 2" LV DN & RISE 2" LV DN & RISE 3" LV 2" LV 3"
LV2" LV 3" LV 3" LV UP 2" LV 3" LV UP 3" V DN 3" V UP 3" V 2" LV FH CS-1 4 1/2" HWR RESEARCH LAB 367 9 19 9 1 1/2" VAC 3/4" CA-100 3/4" N2-100 3/4" LCW 3/4" LHW 1" HW 1 1/2" CW 1" PWS
3/4" VAC 1/2" CA-100 1/2" N2-100 1/2" LCW 1/2" N2-100 1/2" CA-100 3" V DN 3" VE DN 3" VE UP 4" V UP 3" VE 3" V 2" LV 4 4 4 4 3/4" LHW 1" HW 1" PWS 1 1/2" VAC 3/4" CA-100 3/4" N2-100
IDF 355 1" PWS 1/2" HWR 3/4" LHWR 3/4" LCW 3/4" LCW 3/4" LHW 1" HW 1 1/2" CW 1" PWS 1 1/2" VAC 3/4" CA-100 3/4" N2-100 3/4" VAC 1/2" CA-100 1/2" N2-100 1 1/2" CW 3 3 3 3 1" VAC 3/4"
CA-100 3/4" N2-1003 3/4" VAC 1/2" CA-100 1/2" N2-100 3 1/2" LCW 1/2" N2-100 1/2" CA-100 3/4" VAC 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.30 29313.00 11/30/18 PLUMBING - LEVEL 3 1/4" = 1'-0" 1 PLUMBING - LEVEL 3 - PHASE 1 NOTES:
1. ALL PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE. 25mm PWS DROP 25mm PWS RISE 1/2" LCW DROP 2" LW DN & 2" LV RISE 1/2" LHW DROP 3/4" VAC
DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 1/2" LCW DROP 3/4" VAC DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 3/4" VAC DROP 1/2" N2-100 DROP 1/2" CA-100 DROP 1/2" CA-100 DROP 1/2" N2-100 DROP
3/4" VAC DROP KEYNOTES: 1 2 3 1 P5.03 2 P5.03 5 P5.03 5 6 7 8 9 4 1" CW & 3/4" HW DROP TO TMV-1. EXTEND 1" TW FROM MIXING VALVE TO ES-1. 1/2" CW & 1/2" HW DROP TO TMV-2. EXTEND 1/2"
TW FROM MIXING VALVE TO EW-1. #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 31/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
P2.40PLUMBING - LEVEL 4.pdf
2 134678 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 Room 400UC Room 400SA 3" LV DN & LVTR 3" LV DN & LVTR 3" V DN & VTR 3" VE DN & VETR 4" V DN & VTR 2 Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" P2.40 29313.00 11/30/18 PLUMBING - LEVEL 4 NOTES: 1. ALL
PIPE PENETRATIONS SHALL BE FIREPROOFED IN ACCORDNACE WITH SPECIFICATIONS & LOCAL CODE. 1/4" = 1'-0" 1 PLUMBING - LEVEL 4 - A #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM
01 DocuSign Envelope ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA 12/18/2018
P4.10PLUMBING - POTABLE RISER DIAGRAM.pdf
HW1 CW1 HWR1 LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1 3/4" 2" 2-1/2" 4" 3" REFER TO P4.11 1-1/2" 1" 1" 1-1/2" EXISTING STEAM WATER HEATER EXISTING
CIRCULATION PUMP FLOW = 1 GPM SET POINT 1-1/2" 2" 3/4" 2" 2-1/2" FLOW = 0.5 GPM SET POINT 1/2" 1/2" FLOW = 1 GPM SET POINT 1" 1-1/2" 1/2" 3/4" 3/4" REFER TO P4.20 1"1" 1"1" 1"1/2" EW-1
TMV-2 TISSUE CULTURE (BACTERIAL) 276C 1/2"1/2" 1/2"1/2"1" 1/2" EW-1 TMV-2OPEN RESEARCH LAB 276 L-1A ACCESSIBLE RESTROOM 200TC WC-1A ACCESSIBLE RESTROOM 200TC SK-2 COMMON AREA 260A EW-1
TMV-2OPEN RESEARCH LAB 276 EW-1 TMV-2 TISSUE CULTURE (MAMMALIAN) 276B EW-1 TMV-2OPEN RESEARCH LAB 276 EW-1 TMV-2OPEN RESEARCH LAB 276 1" ES-1 TMV-1 RESEARCH LAB 367 1/2"1"1/2" 1/2"
1/2" SK-1 ROOM 167F 1" 1/2"1/2" 3/4" EW-1 TMV-2 GLASSWASH ROOM 276A EW-1 TMV-2 RESEARCH LAB 367 EW-1 TMV-2 RESEARCH LAB 367 ES-1 TMV-1 RESEARCH LAB 367 EW-1 TMV-2 RESEARCH LAB 367 ES-1
TMV-1OPEN RESEARCH LAB 276 ES-1 TMV-1OPEN RESEARCH LAB 276 1/2" 1-1/2" 1-1/2" EXISTING COLD WATER CW HW HWR CW HW HWR EXISTING HOT WATER EXISTING HOT WATER RETURN CW HW HWR CW HW 1"
RPBP 1-1/2" RPBP CW HW LABORATORY COLD WATER LABORATORY HOT WATER LCW LHW HW CW HWR HWR HW CW HWR HW CW HWR HW CW HWR HW CW HW CW HWR HW CW HWR HWR HW CW HWR HW CW CTE CW W/ NEW 1-1/2"
CW CTE HW W/ NEW 1" HW TO PURE WATER SYSTEM 1" RPBP CW NPCW HVAC MAKEUP WATER SYSTEM 1" RPBP CW NPCW CTE CW W/ NEW 1-1/2" CW CTE HW W/ NEW 1" HW CTE CW W/ NEW 1" CW CTE HWR W/ NEW 3/4"
HWR CW HW CW HW CTE CW W/ NEW 2" CW CTE HW W/ NEW 1-1/2" HW CTE CW W/ NEW 1/2" CW CTE HW W/ NEW 1/2" HW CW HW CW HW CW HW CW HW CW HW CW HW CW HW CW HW CW HW CW HW CW HW CW CW HW CW
HW CW HW 1" HW 3/4" HWR 1" HW 1/2" HWR 1/2" HW 1/2" HWR HW CW HWR HW CW HWR HW CW HWR 2 2 2 2 2 2 2 2 2 2 22 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth
Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street
Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.10 29313.00 11/30/18 PLUMBING - POTABLE RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
21/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
P4.11PLUMBING - LAB HOT WATER RISER DIAGRAM.pdf
LHW1 LCW1 LHWR1 LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1 FLOW = 1 GPM SET POINT 1" 1 1/2" 3/4" 1" 1-1/2" 3/4" 1" 1-1/2" 1/2" 1" 1-1/2" FLOW =
1 GPM SET POINT 3/4" 3/4" 1/2"1/2"1/2"1/2"1/2"1/2"1/2" 1/2" CS-1 FHOPEN RESEARCH LAB 276 CS-1 FHOPEN RESEARCH LAB 276 LS-1 OPEN RESEARCH LAB 276 LS-1 TISSUE CULTURE (BACTERIAL) 276C
LS-2 OPEN RESEARCH LAB 276 LS-1 TISSUE CULTURE (MAMMALIAN) 276B 1/2"1/2"1/2"1/2"1/2" CS-1 FH DEPOSITION ROOM 367F CS-1 FH RESEARCH LAB 367 LS-2 RESEARCH LAB 367 LS-1 RESEARCH LAB 367
LS-1 RESEARCH LAB 367 1/2"1/2" LS-1 OPEN RESEARCH LAB 276 LS-1 OPEN RESEARCH LAB 276 GW-1 GLASSWASH ROOM 276A UCD-1 GLASSWASH ROOM 276A LS-1 GLASSWASH ROOM 276A 1/2" CS-1 FH RESEARCH
LAB 367 WALL MOUNTED ELECTRIC INSTANTANEOUS WATER HEATER LABORATORY HOT WATER LHWR CP 1 LHWR EWH 1 LHWR LHW LCW LCW LHW LHWR LABORATORY COLD WATER LHWR LCW LHWR LHW
LCW LHW LHWR LHW LCW LHWR LHW LCW LHWR LHW LCW LHWR LHW LCW REFER TO P4.10 3/4" LHW 1/2" LHWR 1" LHW 1/2" LHWR LCW LHW LCW LHW LCW LCW LCW LHW LCW LCW LHW LCW LHW LCW LHW LCW LHW LCW
LCW LCW LHW LCW LHW LCW LHW LHW LCW 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
NTS P4.11 29313.00 11/30/18 PLUMBING - LAB HOT WATER RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 31/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-
ACA0-7B8831B044F5 1/4/2019
P4.20PLUMBING - PURE WATER GENERATION DIAGRAM.pdf
S DRAIN INTENSITY MONITOR SAMPLESAMPLE DRAIN SAMPLE SAMPLE FC TOC DRAINDRAIN RESISTIVITY DRAIN DRAIN RO-T-1 RO WATER STORAGE TANK FRP RO-P-1RO-UV-1 OZONE DESTRUCT UV 185 NM RO-FF-1 RO
WATER FINAL FILTER CARTRIDGE FILTER 150 GALLON RO WATER CIRCULATOR VFD GRUNDFOS CRE 10 10 GPM @ 50 PSI AQUAFINE ZCS SERIES 10 GPM 0.1 MICRON 20" FILTER RO-CF-1 RO WATER CARTRIDGE FILTER
10 MICRON WATER SOFTENER 5 GPM RO SERVICE FEED RO-WS-1 9" X 48" HEIGHT RO-RO-1 REVERSE OSMOSIS SKID 8 GPM PRODUCT FLOW W/ VFD PUMP CONTROL RO-CE-1 PWR P4.21 NPCW P4.10 FROM CA P4.30
PWS P4.21 NOTES: 1. TOC SENSOR CELL, ANALYZER AND TRAMSMITTER. PIPE MOUNT BRACKET. XV LIT PSE XIJS PITPIT PIPI TIT PI XV PCV SET @ 70 PSI PIPIPI FQIYC PI PCV TIT PCV PITAE AT AE AT
SAMPLE BRINE TANK TANK CARBON EXCHANGE SIMPLEX 1/2" PVC CARTRIDGE WATER SOFTENER SPRAY BALL MANWAY RO-1 BOOSTER PUMPRO/CDI SKID VENDOR PACKAGE FILTERS 150 GAL. SIMPLEX CARBON EXCHANGE
FILTER 5 GPM RO SERVICE CDI FINAL FILTERS FC FLEXIBLE CONNECTOR SOLENOID CONTROL PANEL 6mm 6mm NOTE 1 1-1/2"3" 1" 20" 4" 2" 2" 32mm 32mm HYDROPHOBIC FILTER THERMAL DUMP @ 80° F ROTAMETER
1"1" 2 2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.20 29313.00 11/30/18
PLUMBING - PURE WATER GENERATION DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 2 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
P4.21PLUMBING - PURE WATER RISER DIAGRAM.pdf
RESEARCH LAB 367 RESEARCH LAB 367 RESEARCH LAB 367 OPEN RESEARCH LAB 276 GLASSWASH ROOM 276A GLASSWASH ROOM 276A OPEN RESEARCH LAB 276 TISSUE CULTURE (MAMMALIAN) 276B OPEN RESEARCH LAB
276 TISSUE CULTURE (BACTERIAL) 276C OPEN RESEARCH LAB 276 PWR PWS PWR PWS PWR1 PWS 1 MECHANICAL ROOM 32 mm NOTE 1 SET POINT FLOW= 5 GPM NOTE 3 NOTE 2 32 mm NOTE 2 SET POINT FLOW= 5
GPM NOTE 3 NOTE 1 NOTES: 1. SET PRESSURE REGULATOR LOOP TO 45 PSI. 2. SET BACK PRESSURE VALVE AT 20 PSI. 3. FLOW RATES SET WHEN ALL TAPS ARE CLOSED. 4. REFER TO FLOOR PLANS FOR LOCATIONS
OF FIXTURE CONNECTIONS. 32 mm 5 GPM 10 GPM (2.69 PSI LOSS/100 FT) (2.44 PSI LOSS/100 FT) 25X32 25X32 PW SUPPLY P4.20 PW RETURN P4.20 BPV PI PI PCV PI PI FI PCV PI PI BPV PI PI FI BASEMENTBASEMENT
LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 2 LEVEL 3 LEVEL 1 LEVEL 4 LEVEL 4 PWR PWS LAB SINK LS-1 LAB SINK LS-1 LAB SINK LS-2 LAB SINK LS-1 LAB SINK LS-1 GLASSWASHER GW-1 LAB SINK LS-1 LAB SINK
LS-1 PWR PWS LAB SINK LS-1 LAB SINK LS-1 LAB SINK LS-2 25 mm 25 mm 25 mm 25 mm 25 mm 25 mm 25 mm SANITARY CONNECTION (TYP.) SANITARY CONNECTION (TYP.) 2 2 2 2 2 2 2 2 2 Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.21 29313.00 11/30/18 PLUMBING - PURE WATER
RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
P4.30PLUMBING - NITROGEN & COMPRESSED AIR GENERATION DIAGRAM.pdf
BMS BMS BMS BMS BMS BMS BMS BMS BMS BMS 16 CFM 100 PSIG. 35 CFM 100 PSIG. 100 PSIG. 100 PSIG. CAC 1 CAC 1 N2GEN 1 CADD 1 CAF 2 CAF 2 CAF 1 CAF 1 CAD 1 CAC 1 CAR 1 N2GEN 1 CADD 1 CAD
1 CAF 1 CAF 2 CAR 1 CADD 1 DRAINDRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN N.C. BASEMENT BASEMENT NOTES: 1. 48" CLEAR AREA AROUND ALL PIECES OF EQUIPMENT. 2. EACH PIECE OF EQUIPMENT
REQUIRES A FLOOR DRAIN. 3. REFER TO 226500 FOR PIPE SPECIFICATION. 99.5% N2 MANUAL BLOW DOWN TANK DRAIN SEE DWG. P4.50 PCV SET POINT @ 100 PSIG PAH 1/4" AIR PURGE 1/4" AIR PURGE N.C.
N.C. VENDOR PACKAGE CONTROL PANEL DATA CONTROL PANEL DATA PRESSURE ALARM HIGH PRESSURE ALARM VENDOR PACKAGE SET POINT @ 150 PSIG PRESSURE PAH PAL M FLOW CFM CF/DAY CF/MONTH VENDOR PACKAGE
ITEM: COMPRESSOR TYPE: OIL-FREE FLOW: 96.6 CFM SET PRESSURE: 150 PSIG. POWER: 30 HP DIMENSION: 69.3"L X 40.4"W X 63.8"H WEIGHT: 2,207 LBS. ITEM: RECEIVER TYPE: AIR RECEIVER SIZE:
200 GALLONS MATERIAL: STEEL EPOXY LINED DIMENSION: 36" DIA. X 93" H ITEM: DRYER TYPE: DESICCANT DRYER FLOW CAPACITY: 127 CFM WEIGHT: 222 LB -40° F DEW POINT DIMENSION: 21.7L X 12.9"W
X 46.9"H ELECTRICAL: 115 V / 1 PHASE / 60 HZ ITEM: NITROGEN GENERATION TYPE: PSA OUTLET FLOW: 950 SCFH PURITY: 99.5% OUTLET PRESSURE: 100 PSIG ELECTRICAL: 120 V / 1 PHASE / 60 HZ VENDOR
PACKAGE ITEM: DRAIN TYPE: AUTOMATIC TANK ITEM: FILTER TYPE: COALESCING PRE-FILTER ITEM: FILTER TYPE: 0.01 MICRON AFTER-FILTER AIT STATUS OXYGEN ANALYZER PSV PIT FITFE PSV PI DPS
PAH PSV PI DPS 1/4" AIR PURGE 1/4" AIR PURGE N.C. PRESSURE ALARM HIGH DPS PAH N.C. PRESSURE ALARM HIGH DPS PAH SET POINT @ 250 PSIG. SV HIGH AT XXX PRESSURE ALARM HIGH DEW POINT ANALYZER
NITROGEN GENERATOR & RECEIVER TANK 1" - N2 - A14 1-1/2" - CA - A13 PSV SET POINT @ 250 PSIG. PI PSV SET POINT @ 250 PSIG. A-14 PIPING A-13 PIPING 1" - CA - A13 1" - CA - A13 1-1/2"
- CA - A13 1" - CA - A13 PCV SET POINT @ 100 PSIG N.C. N.C. 1-1/2" - CA - A13 SEE DWG. P4.31 TO CA SYSTEM SEE DWG. P4.40 TO VAC SYSTEM SEE DWG. P4.20 TO PURE WATER XXX DPI 2 2 2 2 Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.30 29313.00 11/30/18 PLUMBING
- NITROGEN & COMPRESSED AIR GENERATION DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
P4.31PLUMBING COMPRESSED DRY AIR RISER DIAGRAM.pdf
iCVD ROOMOPEN RESEARCH LAB LAB EQUIPMENT RESEARCH LABRESEARCH LAB TISSUE CULTURE (BACTERIAL) TISSUE CULTURE (MAMMALIAN) OPEN RESEARCH LAB SUPPORT 1 E-BEAM DEPOSITION ROOM OPEN RESEARCH
LAB SUPPORT 2 CA1 CA CA-100 CA-100 CA-100 FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET
1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM OUTLET 1 CFM
OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM CA-100 CA-100 CA-100 CA-100CA-100CA-100
CA-100 CA-100CA-100 OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM CA-100 COMPRESSED AIR P4.30 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100
1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2"
CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100 1/2" CA-100
3/4" 3/4" 3/4" DEVELOPED LENGTH = 350' PUMP PRESSURE = 110 PSI ALLOWABLE PRESSURE DROP = 10 PSI PRESSURE DROP / 100 FT = 2.2 PSI 1 OUTLET = 1 SCFM 3/4" PI PI LEVEL 2 LEVEL 3 BASEMENT
LEVEL 1 LEVEL 4 BASEMENT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 2 LEVEL 3 LEVEL 4 A A 1" [36 CFM] 1" [84 CFM] 3/4" [36 CFM] 3/4" [48 CFM] 1" [84 CFM] REFER TO
LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO
LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL 1/2" CA-100 [4 CFM] 1/2" CA-100 [4
CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [2 CFM] 1/2" CA-100 [2 CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [4 CFM] 1/2" CA-100 [2 CFM] 1/2" CA-100 [4 CFM]
1/2" CA-100 [4 CFM] 1/2" CA-100 [4 CFM] Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP
Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
NTS P4.31 29313.00 11/30/18 PLUMBING COMPRESSED DRY AIR RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P4.40PLUMBING - VACUUM RISER DIAGRAM.pdf
MM LAB EQUIPMENTE-BEAM DEPOSITION ROOM iCVD ROOM TISSUE CULTURE (BACTERIAL) TISSUE CULTURE (MAMMALIAN) OPEN RESEARCH LAB OPEN RESEARCH LAB OPEN RESEARCH LAB RESEARCH LABRESEARCH LAB
SUPPORT 1 SUPPORT 2 VAC1 SET @ 80 PSI VE VAC COMPRESSED AIR VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC
3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4"
VAC 3/4" VAC 3/4" VAC 3/4" VAC 3/4" VAC VAC OUTLET 0.5 CFM OUTLET 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5
CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM
OUTLET 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM FUME HOOD 0.5 CFM FUME HOOD 0.5 CFM OUTLET
0.5 CFM FUME HOOD 0.5 CFM VACVAC VAC VACVACVAC VACVAC VAC OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM OUTLET 0.5 CFM LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT
LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 2 LEVEL 3 LEVEL 4 C C (VENDOR PACKAGE) DRAIN (TYPICAL) VACUUM RECEIVER VE VACUUM PUMP SKID AUTOMATIC DRAIN VACUUM PUMP
EXHAUST THRU ROOF LOW POINT DRAIN SIGHT GLASS DRAIN 2" [17.5 acfm] 2" [42 acfm] 2" [42 acfm] 2" [24.5 acfm] 3/4" VAC [1 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [1 CFM] REFER TO LAB
BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL
3/4" VAC [1 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC
[2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" VAC [2 CFM] REFER TO LAB BENCH DETAIL 3/4" 3/4" 1. AUTO DRAIN VALVE ON VACUUM RECEIVER. NOTES: 2. CONNECT
TO BMS FOR OPERATION AND ALARMING CAPABILITIES. 3/4" 3/4" DEVELOPED LENGTH = 350' PUMP PRESSURE = 25 IN Hg DESIGN PRESSURE AT INLET = 20 IN Hg ALLOWABLE PRESSURE DROP = 5 IN Hg PRESSURE
DROP / 100 FT = 1.25 IN Hg 1 INLET = 0.5 SCFM PIT PSV PI PI PCV PI PI Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000
Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel:
781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting
Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting
745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora
Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.40 29313.00 11/30/18 PLUMBING - VACUUM RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-
C2F6DD72B539 12/10/2018
P4.50PLUMBING - NITROGEN RISER DIAGRAM.pdf
iCVD ROOM TISSUE CULTURE (MAMMALIAN)TISSUE CULTURE (BACTERIAL) OPEN RESEARCH LAB LAB EQUIPMENT E-BEAM DEPOSITION ROOM OPEN RESEARCH LAB OPEN RESEARCH LAB RESEARCH LABRESEARCH LAB SUPPORT
1 SUPPORT 2 N21 N2-100 N2-100 N2-100 N2-100 OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET
1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD
1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM FUME HOOD 1 CFM OUTLET 1 CFM FUME HOOD 1 CFM N2-100 N2-100N2-100 N2-100N2-100
N2-100N2-100N2-100 FUME HOOD 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM OUTLET 1 CFM N2-100 NITROGEN P4.30 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100
1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2"
N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100 1/2" N2-100
1/2" N2-100 1/2" N2-100 3/4" 3/4"3/4" 3/4" PI PI LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 2 LEVEL 3 LEVEL 4 B
B 1" [36 CFM] 1" [86 CFM] 3/4" [36 CFM] 3/4" [50 CFM] 1" [86 CFM] REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB
BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB BENCH DETAIL REFER TO LAB
BENCH DETAIL REFER TO LAB BENCH DETAIL 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2"
N2-100 [4 CFM] 1/2" N2-100 [4 CFM] 1/2" N2-100 [3 CFM] 1/2" N2-100 [2 CFM] 1/2" N2-100 [2 CFM] 1/2" N2-100 [4 CFM] Architect Payette Associates Architects, P.C. 290 Congress Street,
Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong
Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering
- Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P4.50 29313.00 11/30/18 PLUMBING - NITROGEN RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P4.60PLUMBING LAB WASTE & VENT RISER DIAGRAM.pdf
2"LW 4"LW 2"LW 2"LW 4"LW 4"LW4"LW 4"LW 4"LW 4"LW 4"LW 4"LW4"LW 2"LW 4"LW 4"LW 4"LW 4"LW 367 RESEARCH LAB 367 RESEARCH LAB 367F E-BEAM DEPOSITION ROOM 367 RESEARCH LAB RESEARCH LAB 367
OPEN RESEARCH LAB 276 TISSUE CULTURE (BACTERIAL) 276C TISSUE CULTURE (MAMMALIAN) 276B OPEN RESEARCH LAB 276 GLASSWASH 276A OPEN RESEARCH LAB 276 OPEN RESEARCH LAB 276 OPEN RESEARCH
LAB 276 GLASSWASH 276A 367 RESEARCH LAB LEVEL 2 LEVEL 3 BASEMENT LEVEL 1 LEVEL 4 BASEMENT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 1 2"LW 2"LV FH CS-1 2"LW 2"LV 2"LV LS-2 CO LS-1 3"LW CO 4"LW
CO 4"LW 4"LW 2"LV CS-1 FH LS-1 2"LV3"LV3"LV 4"FD-B 4"FD-B 4"LWCO 4"LW CO 4"LW 4"LW 2"LV 2"LV LS-1 2"LV LS-2 2"LV LS-1 2"LV LS-1LS-1LS-1 2"LW2"LV CS-1 FH CS-1 FH 2"LV LS-1 2"LV 2"LV
2"LV 2"LV 2"LV 2"LV 2"LV CO 4"FD-B 4"FD-B CO CO 2"LV 2"LV 2"LV 2"LV 2"LV 2"LV 2"LV 4"FD-B CO 3"LVTR3"LVTR 2"LV CO 2"LW 2"LW 2"LW 2"LW 2"LW 2"LW2"LV 2"LW 2"LW 2"LW CO CO WB-1 2"LV 4"
LABORATORY WASTE U-TRAP WATER TIGHT SLEEVE EXTERIOR WALL 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000
Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 NTS P4.60 29313.00 11/30/18 PLUMBING LAB WASTE & VENT RISER DIAGRAM #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 212/18/18ADDENDUM 01 DocuSign Envelope
ID: 934A8599-03FD-4A73-BE43-DDC4ED06E6FA 12/18/2018
P5.01PLUMBING- DETAILS.pdf
CARPET CLIP UNFINISHED OR CARPETED FLOOR FINISHED SLAB NICKEL BRONZE TOP SET SCREW FINISHED FLOOR FINISHED SLAB CAST IRON CLEANOUT BODY WITH PUSH-ON GASKET ADJUSTABLE TOP HOUSING GASKETED
CONNECTION PVC CLEANOUT PIPE BRONZE CLEANOUT PLUG WITH GASKETED SEAL RISER CLAMP 1/2" MIN 1 1/2" SERVICE PIPE SCHEDULE 40 PIPE ONE NOMINAL SIZE LARGER THAN SLEEVE SLEEVE, MINIMUM ONE
NOMINAL SIZE LARGER THAN RISER FLOOR SLAB FLOOR FLANGE METAL DECK UL LISTED FIRE STOPPING ASSEMBLY TO MATCH FLOOR RATING NOTES: 1.REFER TO DETAILS ON STRUCTURAL DWG'S FOR LOCATIONS
WHERE MULTIPLE PIPE PENETRATIONS ARE REQUIRED. 2.ASSEMBLY SHALL BE UL APPROVED ASSEMBLY FOR PIPE TYPE & PENETRATION TYPE. REFER TO DIVISION 7 FOR FIRESTOPPING REQUIREMENTS. SLOPE TO
DRAIN NOTE: WHERE EDGE OF FLOOR DRAIN IS WITHIN 24 INCHES OF WALL, ADJUST SLOPE TO SUIT INSTALLATION. CAST IRON DRAIN BODY WITH PUSH-ON GASKET DRAIN INSTALL FLOOR DRAIN 1/2" BELOW FINISHED
FLOOR. CONCRETE TRADE SHALL FINISH THE TOP OF FLOOR FLUSH WITH DRAIN. TILE WHERE APPLICABLE 1/2" NOTE: WHERE EDGE OF FLOOR DRAIN IS WITHIN 24 INCHES OF WALL, ADJUST SLOPE TO SUIT INSTALLATION.
CAST IRON DRAIN BODY WITH PUSH-ON GASKET DRAIN INSTALL FLOOR DRAIN 1/2" BELOW FINISHED FLOOR. CONCRETE TRADE SHALL FINISH THE TOP OF FLOOR FLUSH WITH DRAIN. SLOPE TO DRAIN REFER TO
PLANS PIPE CLAMP FINISHED FLOOR SLAB FOOTING IRON STRAP 5/8" ROD FOUNDATION WALL FLEXIBLE JOINT ASSEMBLY (TYP.) MECH. RESTRAINT COLLAR (TYP. FOR 2) WATERTIGHT PENETRATION ASSEMBLY 4"
0' - 0 19/32"0' - 0 1/2" MODULAR MECHANICAL SEAL SERVICE PIPE STEEL SLEEVE WITH WELDED WATER STOP COLLAR CONCRETE WALL/FLOOR STAINLESS STEEL BOLT/NUT PRESSURE PLATES 8" X 8" GRADE CLEANOUT.
POLISHED BRONZE FRAME, AND HINGED COVER, W/CI CLEAN OUT PLUG FINISHED GRADE SANITARY OR DRAIN LINE BELOW GRADE. SIZED AS SHOWN ON DRAWINGS 4" RISE TO GRADE. 24" X 24" X 4" CONCRETE
PAD FLUSH WITH GRADE FINISHED FLOOR NICKEL BRONZE TOP SET SCREW FINISHED FLOOR FINISHED SLAB CAST IRON CLEANOUT BODY WITH PUSH-ON GASKET AJUSTABLE TOP HOUSING GASKETED CONNECTION CAST
IRON CLEANOUT PIPE BRONZE CLEANOUT PLUG WITH GASKETED SEAL NOTE: WHERE INSTALLING WITHIN AN EXISTING SLAB, SLAB WILL NEED TO BE CUT, CLEANOUTS PLACED, AND REPOURED. COORDINATE WITH
CONCRETE CONTRACTOR. 72" ABOVE ROOF ROOF SCREEN ROOF DECK SLOPE DOWN TO PUMP DRAIN VALVE ROOFING MEMBRANE FLASHING (BY OTHERS) TURN DOWN ELBOW PROVIDE W/SCREEN STAINLESS STEEL CLAMP
FRICTION CLAMP TO STRUCTURE WITH 4 WAY BRACE PROVIDE LOW POINT DRAIN AT TRAPS STAINLESS STEEL EXHAUST PIPE STAINLESS STEEL CLAMP 4'-6" FINISHED FLOOR NATURAL GAS ISOLATION VALVE IN
CABINET GAS CABINET WITH GLASS DOOR (REFER TO SPECIFICATION) NATURAL GAS SERVICE TO LAB OUTLETS NATURAL GAS SERVICE GAS PIPING IN WALL Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P5.01 29313.00 11/30/18 PLUMBING- DETAILS SCALE:NTS 1 FLOOR CLEANOUT
SCALE:NTS 2 INDIVIDUAL PIPE PENETRATION PIPE RISER SUPPORT SCALE:NTS 3 FINISHED FLOOR DRAIN SCALE:NTS 4 UNFINISHED FLOOR DRAIN SCALE:NTS 5 WATER SERVICE THRU FOUNDATION WALL SCALE:NTS
6 WATERTIGHT PIPE PENETRATION SCALE:NTS 9 GRADE CLEANOUT SCALE:NTS 10 FLOOR CLEAN OUT SCALE:NTS 7 VACUUM PUMP EXHAUST SCALE:NTS 8 LOCAL NATURAL GAS VALVE IN CABINET #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P5.02PLUMBING - DETAILS.pdf
EXPASION FITTING (FLEXIBLE LOOP) SLIDING SUPPORT POINT "B" SERVICE PIPE SLIDING SUPPORT POINT "A" C L 375 65 2 1/2 260 40 45 55 1 1/2 1 3/4 PIPE SIZE [IN] DIMENSION L [IN] NOTES: 1.LOOP
LENGTH DESIGNED FOR A MAXIMUM LINEAL EXPANSION OF 1 1/2". 2.MAXIMUM DISTANCE BETWEEN ANCHORS SHALL BE 100 FEET. L L/2 C L C L C L C L C L C L PIPE INSULATION WELD (TYP.) ANCHOR GUIDE
PIPE INSULATION WELD (TYP.) 3" SPACE 1/4" STEEL PLATE (WELD TO STAINLESS STEEL RISER CLAMP) 304 STAINLESS STEEL RISER CLAMP WITH 1/4" STAINLESS NUTS AND BOLTS STAINLESS STEEL SPIDER
GUIDE 8" LONG SCHEDULE 10 STEEL SLEEVE ATTACH TO STRUCTURAL STEEL (TYP.) 1/4"x3" WIDE STEEL SUPPORT BRACKET (TYP.) 1/4" STAINLESS STEEL NUTS & BOLTS (TYP.) STAINLESS STEEL PIPING SYSTEM
STAINLESS STEEL PIPING SYSTEM ATTACH TO BUILDING STRUCTURE STEEL ANGLE BRACKETS (WELD TO 1/4" STEEL PLATE) A 1/2 OF A1/2 OF A SERVICE PIPE PIPE INSULATION HANGER INSULATION SHIELD (SEE
SCHEDULE) NOTE: 1.SEE SPECIFICATION FOR FLANGER SIZES INSULATION SHIELD SCHEDULE PIPE SIZEDIMENSION "A"GAUGE OF SHIELDSHIELD THICKNESS 1/2" TO 4"12"180.0480 5" TO 6"18"160.0600 ABOVE
6"24"140.0750 C L C L C L C L NOTE: 1.SEE SPECIFICATION FOR HANGER SIZES. HEAVY DUTY CLEVIS HANGER INSULATION SHIELD (REFER TO SPECIFICATION) SERVICE PIPE SUPPORT NUT LOCKING NUT PIPE
INSULATION C L C L C L C L C LC LC LC L C L C LC L C L C LC L C L C L NOTE: 1.SEE SPECIFICATION FOR HANGER SIZES. DIELECTRIC INSULATION INSULATION SHIELD (REFER TO SPECIFICATION) METAL
STRUT PIPE SUPPORT SERVICE PIPE LOCKING NUT PIPE INSULATION COPPER SERVICE PIPE METAL STRUT SUPPORT NUT ROD 1 1/2" 1/2" MIN SERVICE PIPE RISER CLAMP SCHEDULE 40 PIPE SLEEVE FLOOR FLANGE
(SECURE TO FLOOR SLAB) SLEEVE, MINIMUM ONE NOMINAL SIZE LARGER THAN RISER UL LISTED FIRE STOPPING ASSEMBLY TO MATCH FLOOR RATING METAL DECK FLOOR SLAB APPLY WATERTIGHT SEALANT BELOW
FLANGE AND AROUND SLEEVE NOTES: 1.REFER TO DETAILS ON STRUCTURAL DWG'S FOR LOCATIONS WHERE MULTIPLE PIPE PENETRATIONS ARE REQUIRED. 2.ASSEMBLY SHALL BE UL APPROVED ASSEMBLY FOR PIPE
TYPE & PENETRATION TYPE. REFER TO DIVISION 7 FOR FIRESTOPPING REQUIREMENTS. INSULATION UNDER DECK CLAMP ROOF DRAIN BODY ROOF TO INCLUDE SPLAY OUT AT PIPE HANGER DETAILS FOR ROOF DRAIN
INSTALLATION REFER TO ARCHITECTURAL DRAWINGS ROOF DRAIN 12"H STANDPIPE INCREASE DIAMETER ONE PIPE SIZE AIR GAP W&T STANDPIPE DRAIN CONDENSATE DRAIN FROM HVAC SYSTEMS BACK WATER VALVE
TO STORM REFER TO FLOOR PLANS SEAL BOTH SIDES WITH ACOUSTICAL SEALANT WALL RE: ARCH PIPE INSULATION WHERE SPECIFIED 1/2" MIN SPACE. PACK WITH FIBROUS MATERIAL ALL AROUND GALVANIZED
STEEL PIPE SLEEVE FLUSH WITH WALL INSULATED PIPE NOTE: WHERE PIPING IS EXPOSED TO VIEW PROVIDE WITH ESCUTCHEON. UNINSULATED PIPE GRADE 18"-24" ABOVE FINISH GRADE HINGE ADDRESS FINISH
WITH ARCHITECT EXTERIOR WALL SECURE TO WALL OVERFLOW PIPE Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000
Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 NTS P5.02 29313.00 11/30/18 PLUMBING - DETAILS SCALE:NTS 1 FLEXIBLE EXPANSION LOOP SCALE:NTS 2 HOT WATER EXPANSION LOOP SCALE:NTS 3 PIPE ANCHOR WITH GUIDE SCALE:NTS
4 PIPE HANGER SHIELD SCALE:NTS 5 PIPE HANGER SUPPORT SCALE:NTS 6 PIPE HANGER SUPPORT SCALE:NTS 7 INDIVIDUAL PIPE PENETRATION PIPE RISER SUPPORT1 SCALE:NTS 8 RAIN WATER PIPING INSULATION
SCALE:NTS 9 CONDENSATE OPEN END DRAIN (TO STORM) SCALE:NTS 10 NON-RATED INTERIOR WALL PENETRATION SCALE:NTS 11 OVERFLOW SYSTEM DOWNSPOUT COVER #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION
DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P5.03PLUMBING - DETAILS.pdf
FINISHED FLOOR 2" CONNECT TO SERVICES ON TOP OF FUME HOOD CEILING NON-SPILL PRESSURE TYPE VACUUM BREAKER (TYP) 2" LAB VENT IN WALL P-TRAP LAB COLD WATER COMPRESSED AIR VACUUM LCW VAC
CA LV LV LW NITROGEN N2 FINISHED FLOOR CONNECT TO SERVICES ON TOP OF FUME HOOD CEILING COMPRESSED AIR VACUUM VAC CA NITROGEN N2 GLASSWASHER (POS) ISOLATION VALVE (TYP.) PRESSURE REGULATOR
SET AT -- PSIG PRESSURE REGULATOR SET AT 50 PSIG PRESSURE GAUGE (TYP.) UNION CONNECTION (TYP.) WATER HAMMER ARRESTOR (TYP.) PROVIDE ANTI-SPILL VACUUM BREAKER (REFER TO SPECIFICATION)
INLINE FLOW METER (TYP.) FLOOR DRAIN WATER FILTER (REFER TO SPECIFICATION FOR MODEL NUMBER) PET COCK ( TYP.) 6D CONTROL VALVE (INTERLOCKED TO GLASSWASHER) PRESSURE REGULATOR SET AT
50 PSIG GLASSWASHER PURE WATER STORAGE TANK EXTEND FULL SIZE INDIRECT WASTE TO FLOOR DRAIN FINISHED FLOOR NOTES: 1.REFER TO FLOOR PLANS FOR PIPE SIZES 2.REFER TO SPECIFICATIONS FOR
PIPE MATERIAL AND SPECIALTIES COMPRESSED AIR LAB COLD WATER PWS PWS FM WHA CW CA P-TRAP LAB SINK CEILING 25MM PWS 2" LV W /1/2" INSULATION LAB SINK PIPING DROP WITHIN ENCLOSURE NOTE:
1.COORDINATE PIPING TO FIT WITHIN CHASE PIPING IN CHASE EPOXY COATED UNISTRUT WITH PIPE CLAMPS ON ALL SERVICES REMOVABLE ACCESS PANEL W/SHUT-OFF VALVES ESCUTCHEONS PLATES AT ALL PENETRATIONS
NOTE: PROVIDE MIN. PIPE SPACING 1" IN THE ENCLOSURE PURIFIED WATER STAINLESS STEEL USE-POINT FAUCET EYEWASH/DRENCH HOSE UNIT COUNTER FRONT VIEWSIDE VIEW 25MM PWS 1/2" LHW 1/2" LCW
PROVIDE TMV-2 MIXING VALVE UNDERCOUNTER. 1/2" CW 1/2" HW MILLIQ CONNECTOR 6'-0" FINISHED FLOOR PRESSURE REGULATOR GAS MANIFOLD W/AUTOMATIC SWITCHOVER. (SEE SPECIFICATIONS) LOCAL ANNUNCIATOR
DUPLEX ELECTRICAL OUTLET IDENTIFICATION SIGN PRESSURE GAUGE (TYP.) PIGTAIL (SEE SPECIFICATIONS) GAS CYLINDER (POS) RELIEF VALVE BLOCK & BLEED W/PURGE POINTS CHANGE OVER REGULATOR ASSEMBLY
TO SYSTEM VENT TO OUTSIDE REFER TO ARCH DWGS INCUBATOR (POS) CEILING WALL MOUNTED ALUMINUM PLATE ISOLATION VALVE CO2 PIPING IN WALL DIAPHRAGM VALVE PRESSURE REGULATOR SET AT 15 PSI
(2) INCUBATOR FLEXIBLE CONNECTIONS FINISHED FLOOR INCUBATOR (POS) NOTES: 1.REFER TO FLOOR PLANS FOR PIPE SIZES 2.REFER TO SPECIFICATIONS FOR PIPE MATERIAL AND SPECIALTIES CARBON DIOXIDE
1/2" PRESSURE REGULATOR SET AT -- PSIG ICE MACHINE (POS) PRESSURE GAUGE (TYP.) PET COCK ( TYP.) WATER FILTER (REFER TO SPECIFICATION FOR MODEL NUMBER) 1/4" COPPER TUBING UNION CONNECTION
(TYP.) INLINE BACK FLOW PREVENTER BALL VALVE ( TYP.) EXTEND FULL SIZE INDIRECT WASTE TO FLOOR DRAIN FLOOR DRAIN W/FUNNEL FINISHED FLOOR NOTES: 1.REFER TO FLOOR PLANS FOR PIPE SIZES
2.REFER TO SPECIFICATIONS FOR PIPE MATERIAL AND SPECIALTIES PWS PWS PWS IW IW Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel:
617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P5.03 29313.00 11/30/18 PLUMBING - DETAILS SCALE:NTS 1 FUME HOOD W/ CUP SINK CONNECTION SCALE:NTS 2 FUME HOOD CONNECTION SCALE:NTS
3 GLASSWASHER CONNECTION SCALE:NTS 5 TYPICAL LABORATORY SINK SERVICES SCALE:NTS 6 TYPICAL GAS MANIFOLD SETUP SCALE:NTS 7 C02 INCUBATOR CONNECTION SCALE:NTS 4 LABORATORY ICE MACHINE
CONNECTION #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P5.04PLUMBING - DETAILS.pdf
P-TRAP LAB SINK CEILING 25MM PWS 2" LV W /1/2" INSULATION LAB SINK PIPING DROP WITHIN ENCLOSURE NOTE: 1.COORDINATE PIPING TO FIT WITHIN CHASE PIPING IN CHASE EPOXY COATED UNISTRUT WITH
PIPE CLAMPS ON ALL SERVICES REMOVABLE ACCESS PANEL W/SHUT-OFF VALVES ESCUTCHEONS PLATES AT ALL PENETRATIONS NOTE: PROVIDE MIN. PIPE SPACING 1" IN THE ENCLOSURE PURIFIED WATER STAINLESS
STEEL USE-POINT FAUCET EYEWASH/DRENCH HOSE UNIT COUNTER FRONT VIEWSIDE VIEW 25MM PWS 1/2" LHW 1/2" LCW PROVIDE TMV-2 MIXING VALVE UNDERCOUNTER. 1/2" CW 1/2" HW MILLIQ CONNECTOR UCD-1
1/2" CW 1/2" HW GROUT NEMA CONTROL PANEL COORDINATE PANEL LOCATION WITH OTHER EQUIPMENT PUMP REMOVAL SYSTEM CONTROL PANEL SUPPORT LAG PUMP ON (LSHH) AND ALARM LIGHT LEAD PUMP ON (LSL)
SLOPE BOTTOM TO PUMP INLET. BOTH PUMPS OFF (LSLL) ALSO ALTERNATE LEAD LAG SEQUENCE LIQUID LEVEL CONTROL CABLES TO BE IN ONE CONDUIT. PUMP POWER CABLES TO BE IN SEPARATE CONDUIT. AUDIBLE
ALARM (LSH) JUNCTION BOXES W/PLIABLE GAS TIGHT SEALS LIFTING ROPE GAS TIGHT EJECTOR PIT COVER (SEE SPECIFICATIONS) ALUMINUM STEP FLANGE ANCHOR BOLTS WATERTIGHT SLEEVE PUMP DISCHARGE
LIQUID LEVEL CONTROLS EFFLUENT PIPE INV.: -2'-0" B.F.F. POWER CABLE CONCRETE PIT OR PRECAST REINF. CONC MANHOLE SECTION CONFORMING TO ASTM C478. (SEE STRUCTURAL DRAWINGS) PROVIDE WATERTIGHT
SLEEVE PUMP NOTES: 1.REFER TO PLANS AND SPECIFICATIONS FOR PIT DIMESIONS. 2.REFER TO PLANS AND SPECIFICATIONS FOR PUMP TYPES AND CAPACITIES. 3.REFER TO SPECIFICATIONS FOR PIPE MATERIALS.
SEWAGE EJECTOR PUMP SYSTEM COMPONENTS: 1.One sump. 2.One level control w/ four points level setting , LSHH(90%), LSH(70%), LSL(40%) & LSLL(10%), level setting shall be field adjustable
and will be finalized later. 3.Two sump pumps w/ local panel. SEQUENCE OF OPERATION: 1.On sump pumps local panel faceplate, there are two H/O/A switches, one for each sump pump; operator
can manually start sump pumps by setting H/O/A to hand position. 2.In normal operation, the H/O/A switches shall be in Auto position, pumps shall be controlled by level. * LSLL shall
shut down both sump pumps for both hand & Auto positions and alternate pumps. * LSL shall start lead sump pump. * LSH provides dry contact (SPDT) for remote HIGH level alarm indication.
* LSHH shall start lag sump pump. 3.The ejector pumps lead lag control shall be automatic so as to equalize the pumps run time. Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated P5.04 29313.00 11/30/18 PLUMBING - DETAILS SCALE:NTS 2 TYPICAL LABORATORY SINK
SERVICES SCALE:NTS 1 LAB BENCH CONNECTION 3/4" VAC 1/2" N2 1/2" CA DROP FROM PLBG MAIN & CONNECT TO MODULAR ALUMINUM FRAMING SYSTEM MODULAR ALUMINUM FRAMING SYSTEM BY ARCHITECT FLEXIBLE
TUBING BY ARCHITECT LAB TURRETS BY ARCHITECT FLEXIBLE HOSE SWAGELOK 1/4 TURN BALL VALVE W/ COMPRESSION CONNECTIONS FLEXIBLE HOSE SCALE:NTS 3 DUPLEX SUBMERSIBLE SUMP PUMP #DATEDESCRIPTION
111/30/18ISSUED FOR CONSTRUCTION DocuSign Envelope ID: D6CBE973-BBA9-4BE0-861E-C2F6DD72B539 12/10/2018
P7.01PLUMBING - SCHEDULES.pdf
NOTE: 1. IN MULTIPLE PUMP SETS PERFORMANCE CHARACTERISTICS INDICATED FOR EACH PUMP PLUMBING SCHEDULE - PUMPS TAG DESCRIPTIONTYPEMANUFACTURERMODELFLOWHEAD ELECTRICAL SYSTEM SERVEDLOCATIONREMARKS
ABB.No. VOLTAGEPHASEFREQUENCYHPRPM VAC-VP1VACUUM PUMPDUPLEX SKID MOUNTED WEIL253330 GPM35' 480 V360 Hz41750LABORATORY VACUUMBASEMENT MECHANICAL ROOM W/ 120 GAL VACUUM RECEIVER PLUMBING
SCHEDULE - AIR EQUIPMENT TAG DESCRIPTIONTYPEMANUFACTURERMODEL FLOW RATEPRESSURE ELECTRICAL SYSTEM SERVEDLOCATIONREMARKS ABB.No. VOLTAGEPHASEFREQUENCYHPRPM CAAIR COMPRESSORDUPLEX ROTARY
TOOTH AIR COMPRESSOR (AIR COOLED) ATLAS COPCOZT 22-1096.6 SCFM PER PACKAGE 150 PSI460 V360 Hz303600COMPRESSED AIR BASEMENT MECHANICAL ROOM W/ 200 GAL RECEIVER, DUAL DESICCANT AIR DYERS,
DUAL FILTER AND DEW POINT MONITOR W/ ALARM PLUMBING SCHEDULE - WATER HEATER (ELECTRIC) TAG DESCRIPTIONMANUFACTURERMODEL STORAGE CAPACITY RECOVERY INPUTTEMP SETTINGREMARKSLOCATION ABB.No.
GPM DEG RISE EWH1ELECTRIC WATER HEATER EEMAXEX100140 °F10KW140 °F-MECHANICAL 1A/1B PLUMBING SCHEDULE - FIXTURE CONNECTION DESCRIPTIONABB.SOIL/WASTEVENT COLD WATER HOT WATER EMERGENCY
TEMPERED WATER LAB COLD WATER LAB HOT WATER LAB WASTE LAB VENT ELECTRIC WATER COOLER EWC1-1/4"1-1/2"1/2" EMERGENCY EYE WASH EW1/2" EMERGENCY SHOWER ES1" HOSE BIBBHB3/4" KITCHENETTE
SINK SK1-1/2"2"1/2"1/2" LAB SINKLS1/2"1/2"2"2" LAVATORYL2"2"1/2"1/2" MOP SERVICE BASIN MSB3"2"3/4"3/4" SINKSK2"2"1/2"1/2" WALL HYDRANTWH3/4" WATER CLOSETWC2-1/2"2"1" EMERGENCY SHOWER/EYEWASH
ES/EW1-1/4"2"2" PLUMBING SCHEDULE - TRAP PRIMER VALVE TAG DESCRIPTIONTYPEMANUFACTURERMODELREMARKSLOCATION ABB.No. TP1TRAP PRIMER VALVEELECTRONIC TRAP PRIMER VALVE (120V) PRECISION PLUMBING
PRODUCTS PPP INC MPB-500-115V PROVIDE W/ SUPPLY TUBE AND DISTRIBUTION BOX LABORATORY FLOOR DRAINS TP2TRAP PRIMER VALVEELECTRONIC TRAP PRIMER VALVE (120V) PRECISION PLUMBING PRODUCTS
PPP INC #PTS-8 IN SURFACE MOUNTED CABINET MECHANICAL ROOMS JAN & STORAGE CLOSETS PLUMBING SCHEDULE - MIXING VALVES TAG DESCRIPTIONTYPEMANUFACTURERMODELREMARKSLOCATION ABB.No. TMV2EMERGENCY
EYE WASH MIXING VALVE THERMOSTATICLAWLER911FLOW=5 GPM PLUMBING SCHEDULE - DRAIN TAG DESCRIPTIONMANUFACTURERMODELOUTLETSTRAINERREMARKSLOCATION ABB.NoTRAP PRIMER REQUIREMENTS FDAFLOOR
DRAINJR SMITH2051C-P050CAULKROUND NICKEL BRONZE 5" DIA STRAINER W/ TRAP CONNECTIONSHOWERS, TOILET ROOMS FD B FLOOR DRAINTHREADED7" DIA STRAINER, CORROSION RESISTANT. SS BODY W/TP CONNECTION
FD C FLOOR DRAINCAULKCAST IRON12" DIA HEAVY DUTY STRAINER, W/ TRAP PRIMER CONNECTION. PROVIDE OVAL FUNNEL 9704 AT HVAC EQUIPMENT. MECHANICAL ROOMS MECHANICAL ROOMS & LABORATORIES WHERE
NOTED 304 ST. STEEL TOP PROVIDE AUTOMATIC TRAP PRIMER ON TIME CLOCK. EXTEND 1/2" TUBING FROM FD TO ABOVE GROUND JR SMITH2041C-P050 JR SMITH9700T-P050-WSH-U PROVIDE AUTOMATIC TRAP PRIMER
ON TIME CLOCK. EXTEND 1/2" TUBING FROM FD TO ABOVE GROUND PROVIDE AUTOMATIC TRAP PRIMER ON TIME CLOCK. EXTEND 1/2" TUBING FROM FD TO ABOVE GROUND PROVIDE FUNNEL 9703 WHERE DRAIN IS
PROVIDED FOR MECHANICAL EQUIPMENT. PLUMBING SCHEDULE - FIXTURE TAG DESCRIPTION FIXTURE DIMENSIONS FITTING TRAPSUPPLYCARRIERREMARKSHCLOCATION ABB.No.TYPEMANUFACTURERMODELMANUFACTURERMODELTYPE
WC1,1AWATER CLOSETWALL MOUNTEDKOHLERK-433027"TOTOTET6LN32#CP1.28 GPF SENSOR FLUSH VALVE, HYDROPOWER SELF-GENERATING SYSTEM WITH MECHANICAL OVERRIDE INTEGRAL1" SUPPLYWALL MOUNTEDPROVIDE
W/ SC534 OPEN FRONT SEAT, LESS COVER USE SPLIT GRAB BARS FOR ADA INSTALLATION YesRESTROOM L1ALAVATORYVITREOUS CHINA, UNDERMOUNT/ WALL-MOUNTED IRON PLAINSUNDERMOUNT: K-5400 WALL-MOUNT:
K-2005 UNDERMOUNT: 15" x 12" WALL-MOUNT: 20" x 18" MOEN8215F05MANUAL DUAL LEVER FAUCET 0.5 GPM FLOW 1 1/4-INCH C.P. CAST BRASS P-TRAP W/CO McGUIRE #8902-C 3/8" SUPPLIES McGUIRE #LF170
UNDERMOUNT: COUNTER TOP WALL-HUNG: WALL PROVIDE McGUIRE #155WC OFFSET DRAIN, INSULATE SUPPLY & WASTE PIPING W/ TRUEBRO KIT, PROVIDE PERFORATED GRID DRAIN. YesRESTROOM LS1LAB SINKINTEGRAL
W/ CASEWORKREFER TO ARCH DWGS & SPECS -----REFER TO ARCH DWGS & SPECS --DUAL-TEMP GOOSENECK FAUCET WITH VACUUM BREAKER 1 1/2" PP P-TRAP W/ CO PLUG; MECHANICAL JOINTS 3/8" SUPPLIES McGUIRE
#LF170 INTEGRAL W/ COUNTER NO CEILING MOUNTED (RECESSED) ES1EMERGENCY SHOWERRECESSED EMERGENCY SHOWER REFER TO ARCH DWGS & SPECS ------------1 1/4" SUPPLYYes LABORATORIES LABORATORIES
CHROME FINISH WITH EPOXY COATING. PROVIDE EMERGENCY EQUIPMENT IDENTIFICATION SIGN; PROVIDE SIGN INDICATING LOCATION OF SHUT-OFF VALVE ABOVE CLNG. INCLUDE LIGHT, ALARM, AND 20 GPM FLOW
CONTROL. SK1SINK DOUBLE COMPARTMENT 18 GAUGE, TYPE 316 ST. STEEL UNDERMOUNT MOEN8701SINGLE LEVER DECK MOUNTED FAUCET W/ PULL-OUT SPRAY AND 1.5GPM AERATOR 1 1/2-INCH C.P. CAST BRASS
P-TRAP W/CO McGUIRE #8912-C 3/8" SUPPLIES McGUIRE #LF170 COUNTER TOPPROVIDE LK-35 OFFSET DRAIN W/ GRID STRAINER, INSULATE SUPPLY & WASTE PIPING W/ TRUEBRO KIT YesLEVEL 1 KITCHENETTE
LS2LAB SINKINTEGRAL W/ CASEWORKREFER TO ARCH DWGS & SPECS -----REFER TO ARCH DWGS & SPECS --DUAL-TEMP GOOSENECK FAUCET WITH VACUUM BREAKER 1 1/2" PP P-TRAP W/ CO PLUG; MECHANICAL JOINTS
3/8" SUPPLIES McGUIRE #LF170 INTEGRAL W/ COUNTER YesLABORATORIES CHROME FINISH WITH EPOXY COATING. CS1CUP SINK-REFER TO ARCH DWGS & SPECS -----REFER TO ARCH DWGS & SPECS ---1 1/2" PP
P-TRAP W/ CO PLUG; MECHANICAL JOINTS 3/8" SUPPLIES McGUIRE #LF170 INTEGRAL W/ COUNTER NOLABORATORIES LHWR-CP1CIRCULATION PUMPIN LINEGRUNDFOS2 gpm21 ft120 V160 Hz-3450LABORATORY HOT
WATER - MAGNA3-40-120F TMV1SAFETY SHOWER MIXING VALVE THERMOSTATICLAWLER911FLOW=25 GPMLEVEL 2 & 3 LABS LEVEL 2 & 3 LABS BASEMENT MECHANICAL ROOM SK2SINK SINGLE COMPARTMENT 18 GAUGE,
TYPE 316 ST. STEEL UNDERMOUNT MOEN8701SINGLE LEVER DECK MOUNTED FAUCET W/ PULL-OUT SPRAY AND 1.5GPM AERATOR 1 1/2-INCH C.P. CAST BRASS P-TRAP W/CO McGUIRE #8912-C 3/8" SUPPLIES McGUIRE
#LF170 COUNTER TOPPROVIDE LK-35 OFFSET DRAIN W/ GRID STRAINER, INSULATE SUPPLY & WASTE PIPING W/ TRUEBRO KIT YesLEVEL 2 COMMON SPACE ELKAY ELKAYLUSTERTONE DOUBLE BOWL UNDERMOUNT SINK
--DECK MOUNTED EW1EMERGENCY EYE WASH EMERGENCY EYEWASH REFER TO ARCH DWGS & SPECS ------------1/2" SUPPLYYes LABORATORIES PROVIDE EMERGENCY EQUIPMENT IDENTIFICATION SIGN; PROVIDE SIGN
INDICATING LOCATION OF SHUT-OFF VALVE ABOVE CLNG. INCLUDE LIGHT, ALARM, AND 3 GPM FLOW CONTROL. REFER TO ARCH DWGS & SPECS REFER TO ARCH DWGS & SPECS SAN-SP1A/1BSANITARY WASTE SUMP
PUMP DUPLEX SAN SUMP PUMP GLOBAL VACGPVBD-1102-P-12073 ACFM EACH 25" Hg 480 V360 Hz31750SANITARY WASTEBASEMENT MECHANICAL ROOM WB1WASHING MACHINE BOX -WATTS---------RECESSED WALL MOUNTED
1 1/2" P-TRAP--NOLABORATORIES CUP SINKCS1/2"2"2" LUSTERTONE SINGLE BOWL UNDERMOUNT SINK EWC1ELECTRIC WATER COOLER ELKAYWALL MOUNTEDINTEGRALYES- STAINLESS STEEL EZ(S)8------1/2" CW-2
2 2 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 NTS P7.01 29313.00 11/30/18
PLUMBING - SCHEDULES #DATEDESCRIPTION 111/30/18ISSUED FOR CONSTRUCTION 21/7/18ADDENDUM 02 DocuSign Envelope ID: 495E9EAC-9F74-4159-ACA0-7B8831B044F5 1/4/2019
S0.00GENERAL NOTES.pdf
5 4 3 5 4 5 22 13 3 5 3 2 2 a a a a 2a 2a 2 a 2 a Notes: 1. The "a" distance is equal to the minimum of 10% of the least horizontal distance or 0.4*h, but not less than 3ft or 4% of
the least horizontal dimension. 2. Positive indicates pressure to the building surface, negative indicates suction to the building surface. 3. h is the mean roof height. 4. Linear interpolation
of table is not permitted see ASCE 7 for more information. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax:
617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000
Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/2" = 1'-0" S0.00 180665.00 11/30/18 GENERAL NOTES GENERAL STRUCTURAL NOTES PART 1 -GENERAL REQUIREMENTS AND DESIGN CRITERIA 1.1Coordinate dimensions with architectural
and mechanical drawings. 1.2GENERAL A. Unless otherwise noted, details, sections and notes contained in the structural contract documents shall be considered typical for all similar
conditions even if not explicitly referenced. B. Loads imposed on the base building structure and temporary conditions intended to accommodate construction means and methods are not
explicitly considered in this design. The contractor shall advise the Engineer of Record regarding construction loads and temporary conditions imposed on the building structure. C.
Verify in the field all existing conditions and dimensions shown on the Drawings and/or affecting the installation of new work. Discrepancies and conflicts between the new and existing
structure shall be brought to the attention of the Architect prior to fabrication and construction of dependent work. 1.3ELEVATIONS & DIMENSIONS A. All dimensions, elevations and conditions
shall be verified in the field by the contractors and any discrepancies shall be brought to the attention of the engineer for clarification before proceeding with the affected part
of the work. Dimensions and elevations noted in the contract documents as (+/-) and all field conditions shall be verified in the field (V.I.F.) by the contractors prior to the submissions
of shop drawings. Upon receipt of shop drawings, the engineer has the right to assume that all field dimensions, elevations and conditions have been verified by the contractors and
that the shop drawings accurately reflect such verifications unless stated otherwise on the shop drawings. 1.4BUILDING CODES AND REFERENCED STANDARDS A. 2015 New York State Building
Code B. Existing Building Code of New York State 2010 C. ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other Structures 1.5DESIGN LOADS A. Dead Loads: All permanent stationary
construction. B. Floor Live loads (uniform/concentrated) 1. Classrooms and Labs50 psf 2. Roof20 psf/300 lbs. 3. Dunnage40 psf/300 lbs. C. Roof Snow Load Parameters. Where appropriate,
drifting snow loads have been considered in accordance with Section 1610.6 of the Building Code. 1. Ground Snow Load, Pg40 psf 2. Flat Roof Snow Loads, Pf35 psf 3. Snow Exposure Factor,
Ce1.0 4. Snow Load Importance Factor, Is1.25 5. Thermal Factor, Ct1.0 D. Wind Load Parameters 1. Basic Wind Speed, V120 mph 2. Wind ExposureB 3. Internal Pressure Coefficient±0.18 4.
Design Wind Pressure: Components and Cladding 1.6VIBRATION CRITERIA A. Expected Vibration Velocity Performance4,000 min./s max. 1.7VERTICAL DEFLECTION LIMITS(ratio to span; max.) A.
TypicalL/240; 3/4 in. B. Beams below AHU1/4 in. 1.8SEISMIC LOAD PARAMETERS A.Seismic Use GroupII B.Spectral Response Acceleration, Ss0.126 C.Spectral Response Acceleration, S10.056
D.Site ClassD ABBREVIATIONS: WORD or PHRASEABBREVIATION ASDAllowable Stress Design Alt.Alternate ACIAmerican Concrete Institute AISCAmerican Institute of Steel Construction AISIAmerican
Iron and Steel Institute ASTMAmerican Society for Testing and Materials AWSAmerican Welding Society ABAnchor Bolt Arch.Architect @ At B or Bot.Bottom BEWBottom Each Way CEPCentral Energy
Plant CIPCast-in-Place CGCenter of Gravity Ctrd.Centered ℄Centerline Clr.Clear Col.Column Conc.Concrete CMU Concrete Masonry Unit CRSIConcrete Reinforcing Steel Institute Const.Construction
Const. Jt. or CJConstruction Joint Cont.Continuous Det.Detail Dia. or ∅Diameter Dim.Dimension Dir.Direction DwlsDowels DnDown DwgDrawing Ea.Each EEEach End EFEach Face ESEach Side EWEach
Way El.Elevation Elev.Elevator EOSEdge of Slab EOREngineer of Record EPEmbed Plate Eq.Equal Exp. BoltExpansion Bolt Exp. Jt or EJ Expansion Joint Ext.Exterior FFFar Face Ft or 'Feet
Fin.Finish Fin. Fl.Finish Floor Fl.Floor FDFloor Drain FPFull Penetration Weld FSFooting Steps Galv.Galvanized GaGauge Gr.Grade GBGrade Beam HPHigh Point HSSHollow Structural Section
H or Horiz.Horizontal HEFHorizontal Each Face HIFHorizontal Inside Face HOFHorizontal Outside Face In. or "Inch Incl.Inclusive or Including Info.Information JtJoint KKip (1,000 pounds)
KsfKips/Square Foot LELeft End LWLightweight LWCLightweight Concrete LRFDLoad & Resistance Factor Design LLHLong Leg Horizontal LLVLong Leg Vertical LPLow Point Max.Maximum Mech.Mechanical
MEP+TMechanical, Electrical, Plumbing and Technology Min.Minimum ABBREVIATIONS: WORD or PHRASEABBREVIATION NFNear Face NICNot In Contract NWCNormal Weight Concrete NTSNot to Scale No.
or #Number OC On Center O.D. Outer Diameter Pl. or ⅊Plate PLFPounds/Linear Foot PVCPolyvinyl Chloride PsfPounds/Square Foot PsiPounds/Square Inch P/CPre-cast Ref.Reference Reinf.Reinforce
or Reinforcement RERight End RDRoof Drain Sect.Section SCShear Connector or Slip Critical Bolt SCJSlab Control Joint SHShear Head SLVShort Leg Vertical Sim. Similar SJISteel Joist Institute
SOGSlab-on-Grade Sq.Square SSStainless Steel StdStandard StlSteel SDISteel Deck Institute Stiff.Stiffener Str.Structural Sym.Symmetrical TTop T&BTop & Bottom TOCTop of Concrete TOSTop
of Steel TOWTop of Wall Typ.Typical UONUnless Otherwise Noted V or Vert.Vertical VEFVertical Each Face VIFVertical Inside Face VIFVerify in Field VOFVertical Outside Face WWRWelded
Wire Reinforcement WPWorking Point COMPONENT AND CLADDING WITH LOADS (PSF) Area (SF) Zone 1 Positive Zone 1 Negative Zone 2 Positive Zone 2 Negative Zone 3 Positive Zone 3 Negative
Zone 4 Positive Zone 4 Negative Zone 5 Positive Zone 5 Negative </= 10--32--53--8039-3939-72 >/= 500--29--34--8128-3228-43 PART 3 -CONCRETE WORK 3.1CONCRETE MIX PROPERITES A. Element28
day strengthW/CAir Content (Max.) 1. Slabs-on-grade5,000 psi0.406% ± 1.5% 2. Interior pads, curbs, and infills4,000 psi0.45as mixed 3. Exterior pads5,000 psi0.406% ± 1.5% 4. Foundation
Walls5,000 psi0.456% ± 1.5% B. Portland Cement:ASTM C150, Type II. C. Density 1. Normal weight = 145 pcf 3.2 BASE PLATE GROUT A. 8,000 psi 28-day compressive strength at fluid consistency.
3.2STEEL REINFORCEMENT A. ASTM A615 Grade 60, deformed. B. ASTM A497 welded wire reinforcement (Use flat sheets only). C. Do not tack or spot-weld crossing bars. D. For horizontal
reinforcement provide tension laps and laminate with standard hooks. 3.3POST INSTALLED ANCHORS A. Expansion Anchors: Hilti Kwik Bolt TZ. 1. Install per Hilti installation recommendations.
2. Provide standard depth of embedment as listed by Hilti, U.O.N. B. Adhesive Dowels: Hilti HIT-HY 200 Adhesive 1. Install per Hilti installation recommendations. 2. Provide standard
depth of embedment as listed by Hilti, U.O.N. C. Undercut Anchors: Hilti HDA undercut anchors 1. Install per Hilti installation recommendations 2. Carbon steel, zinc plated in accordance
with ASTM B633 Type III SC1 3.4REINFORCEMENT SHOP DRAWINGS A. Submit for approval, complete bending and placing details of all reinforcement including welded wire reinforcement, indicating
position of splices. Include accessory drawings. 3.5MINIMUM CONCRETE CLEAR COVER A. Concrete placed against earth3 in. B. Slabs-on-grade bottom3 in. C. Slabs-on-grade top2 in. D. Formed
concrete exposed to earth, water or weather2 in. 3.6EXISTING SURFACE TREATMENT A. Roughen all existing concrete surfaces common with new concrete to amplitude of 1/4 inch. B. Existing
concrete shall be considered concrete on this job at construction joints or where a secondary pour is required. 3.7STANDARD SPECIFICATIONS A. CRSI Manual of Standard Practice B. ACI
318-14 -Building Code Requirements for Structural Concrete C. Follow the latest recommendations and specifications of the American Concrete Institute: 1. ACI 301 Specifications for
Structural Concrete 2. ACI 302 Concrete Floor and Slab Construction 3. ACI 304 Guide for Measuring, Mixing, Transporting and Placing Concrete 4. ACI 305 Hot Weather Concreting 5. ACI
306 Cold Weather Concreting 6. ACI 315 ACI Detailing Manual 7. ACI 347 Guide to Formwork for Concrete PART 4 -STRUCTURAL STEEL 4.1STRUCTURAL SHAPES A. Wide flange and teet sectionsASTM
A992 (Fy= 50 ksi) B. Hollow Structural SectionsASTM A1085 (Fy= 50 ksi) C. Channel ASTM A36 (Fy= 36 ksi) D. AnglesASTM A36, U.O.N. (Fy= 36 ksi) E. PlateASTM A36, U.O.N. (Fy= 36 ksi)
4.2BOLTED CONNECTIONS A. ASTM A325-N. 4.3WELDING ELECTRODES A. Conform to AWS Specifications for electrodes based on welding process and the type and grade of steel. E70XX electrodes
(MIN.) for fillet welds. 4.4FABRICATION A. Shop fabricate to greatest extent possible including holes, and connections. B. Submit complete shop drawings from field dimensions for the
Architect's approval of all structural steel prior to fabrication. 4.5ERECTION A. Provide steel wedges, threaded screws, or shims to support and plumb all posts. B. Grout solid under
base plates immediately after posts are plumb. C. Set bolts at base plates using template. D. Install beams tight to the underside of the existing concrete slab. Jack the beams into
place with screw jacks. Shim all gaps with steel shims hammered into place. Tack weld all shims after installation. E. Submit installation procedures for review. F. Do not field cut
or field modify any structural steel without prior written approval by Engineer for each specific case. G. Refer to architectural drawings for fireproofing requirements. 4.6HOT-DIP
GALVANIZING A. All steel, including but not limited to structural members, connection materials and misc. metals, that is exposed to the exterior elements (weather) shall be hot-dip
galvanized. All field welds, or areas where hotdip galvanizing is damaged, shall be touched-up with a zinc-rich paint (“cold galvanizing”) after steel is completely installed. 4.7FRAMING
A. Beams are equally spaced, U.O.N. B. Locate new posts on centerline of existing beams, U.O.N. C. Center beams on posts, U.O.N. D. Coordinate welding to existing steel with abatement
contractor. 4.8STANDARD SPECIFICATIONS A. AISC 360-05 Specification for Structural Steel Buildings B. AWS D1.1 Structural Welding Code -Steel PART 2 -FOUNDATIONS 1. FOUNDATION DESIGN
PARAMETERS A. Spread Footings: 1. Footings are designed for a maximum allowable bearing pressure of 2 TSF with soil improved with rigid inclusions. 2. EXCAVATION A. All foundation excavation
to be inspected by the Geotechnical Engineer. B. The elevations shown on the drawings are anticipated and actual elevations are to be established in the field by the Geotechnical Engineer,
but in no case shall the bottom of spread footings or grade beams be located less than 4 feet 6 inches below the lowest adjacent surface exposed to freezing and 1 foot 6 inches below
the bottom of the floor slab for interior spaces. 3. BACKFILL UNDER SLAB ON GRADE A. Where required, backfill below foundations and slabs with 12 in layer of compacted crushed stone
compacted to 95% density at optimum moisture content as defined by ASTM D1557, Method D and 6 to 12 in layers of approved granular soil placed compacted to 95% density at optimum moisture
content as defined by ASTM D1557, Method D. See Geotechnical Report for grain size distribution and fill requirements. 4. BACKFILL AGAINST WALLS AND GRADE BEAMS A. Do not backfill against
walls until wall concrete is at full design strength. B. Backfill per Geotechnical Report. C. Foundation walls shall have all permanent horizontal construction in place and at full
design strength prior to backfilling walls. 5. FOUNDATION PLACEMENT AND PROTECTION A. Do not place foundation concrete in water or on frozen ground. B. Protect in-place foundations
and slabs from frost penetration until the project is complete. Do not use salt or chloride compounds to de-ice the site. #DATEDESCRIPTION 111.30.18ISSUED FOR CONSTRUCTION
S0.10CONCRETE TYPICAL DETAILS.pdf
T T 1'-0" 1 2 THICKEN SLAB AT PERIMETER EDGES UNLESS OTHERWISE SHOWN IN PROJECT SECTIONS CONT. WATERSTOP T 3" MIN. CLEAR COVER SUB-BASE SUBGRADE NOTES: 1. SEE PLANS FOR SLAB CONSTRUCTION.
2. SEE PLANS, GENERAL NOTES AND/OR SPECIFICATIONS FOR SUBBASE AND/OR SUBGRADE REQUIREMENTS. 3. SEE GENERAL NOTES FOR ADDITIONAL REINFORCING BAR CONCRETE COVER REQUIREMENTS. 6" TOP BAR
TENSION LAP SPLICE TYPICAL SEE SCHEDULE 0" TOP BAR TENSION LAP SPLICE TYPICAL SEE SCHEDULE 0" TOP BAR TENSION LAP SPLICES HORIZONTAL BARS 3-#6 VERT. MATCH LARGER HORIZONTAL BAR CORNER
DETAIL END DETAIL ROUGHEN TO 1/4" AMPLITUDE DOWEL TO MATCH SIZE AND SPACING OF HORIZONTAL WALL REINFORCEMENT. EMBED 6" INTO (E) WALL WITH HILTI HIT HY200, SEE NOTE 1. (E) WALLNOTES:
1. PROVIDE SIMILAR DOWELS FROM (N) FOOTING TO (E) WALL. 6" (MAX.) SEE MECHANICAL DWGS AND SPECIFICATIONS SEE MECHANICAL DWGS. AND SPECIFICATIONS 1" C.C. NOTE: 1. ADHESIVE GROUTED DOWELS
ACCEPTABLE. MATCH REBAR SIZE AND LOCATIONS SHOWN AND EMBED A MINIMUM OF 2 1/2". ANGLE EMBEDS, IF REQUIRED. COORDINATE WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS AND WITH MEP DWGS. MIN
L4x4x1/4 W/ 5/8"Øx4" STUDS AT 1'-6" OC WITH MITER CUT AT CORNERS 1-#4 EACH CORNER AND AT 2'-0" OC ALONG EDGES. (DRILL & EPOXY ADHESIVE ALTERNATE ACCEPTABLE) SEE TYPICAL CONCRETE CURB
DETAIL IF CURB IS REQUIRED RAKE FINISH AT PAD #4 @ 15" EW TOP BARS TENSION DEVELOPMENT LENGTH INCHES (Id) BAR SIZE OTHER BARS 3000 PSI 4000 PSI 5000 PSI 3000 PSI 4000 PSI 5000 PSI COMPRESSION
DEVELOPMENT LENGTH INCHES 3000 PSI 4000 PSI 5000 PSI ALL BARS TENSION LAP/SPLICE LENGTH INCHES 3000 PSI 4000 PSI 5000 PSI 3000 PSI 4000 PSI 5000 PSI TOP BARS OTHER BARS ALL BARS COMPRESSION
LAP/SPLICE LENGTH INCHES 3000 PSI 4000 PSI 5000 PSI #3 #4 #5 #6 #7 #8 #9 #10 #11 22 19 17 17 15 13 9 8 8 29 25 2323 20 17 12 12 12 29 25 23 22 19 17 11 10 9 38 33 2930 25 23 15 15 15
36 31 28 28 24 22 14 12 12 47 41 3737 32 29 19 19 19 43 37 34 33 29 26 17 15 14 56 49 4345 38 34 23 23 23 63 54 49 48 42 38 20 17 16 82 71 6364 55 50 27 27 27 72 62 56 55 48 43 22 19
18 94 81 7273 63 56 30 30 30 81 70 63 62 54 48 25 22 21 106 91 8182 71 63 34 34 34 91 79 71 70 61 54 28 24 23 119 103 9193 80 71 38 38 38 101 87 78 78 67 60 31 27 25 132 114 102102
88 78 42 42 42 NOTES: 1. REPLACE EXISTING VAPOR BARRIER AND ADHERE TO REMAINING VAPOR BARRIER ON ALL SIDES. REFER TO PROJECT SPECIFICATIONS. 2. CONTRACTOR TO COORDINATE LIMITS WITH
ALL OTHER TRADES AND SUBMIT CUTTING PLAN PRIOR TO PROCEEDING WITH THE WORK. 3. PROVIDE THIS DETAIL WHERE SHOWN ON PLAN AND AT ALL CUTS IN EXISTING SLAB ON GRADE FOR, BUT NOT LIMITED
TO, BELOW GRADE PIPING, DUCT BANKS, CONDUITS, OTHER SUBGRADE WORK, ETC. NEW PLUMBING LINE. COORDINATE LOCATION W/ P-SERIES DRAWINGS. NEW COMPACTED STRUCTURAL FILL (E) SLAB CONSTRUCTION
(VIF) NEW SLAB CONSTRUCTION MATCH THICKNESS OF (E) 6" SLAB (VIF) #4 DOWELS DRILL AND EPOXY INTO (E) SLAB @ 12" OC. SEE NOTE 1 #4 @ 1'-6" OC MIN. PROVIDE 2 BARS (MIN.) 6" (MIN.) (TYP.)
6" (MIN.) (TYP.) 6" (TYP.) SPLICE LENGTH (MIN.) WIDTH AS REQUIRED ALIGN TOP OF SLABS TYP EQ TYP EQ Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated S0.10 180665.00 11/30/18 CONCRETE TYPICAL DETAILS 3/4" = 1'-0" THICKENED SLAB-ON-GRADE AT WALL
1 3/4" = 1'-0" SLAB-ON-GRADE DETAIL 2 3/4" = 1'-0" HORIZONTAL WALL REINFORCEMENT DETAILS 3 3/4" = 1'-0" EQUIPMENT PAD ON SLAB ON GRADE 4 3/4" = 1'-0" REINFORCEMENT DEVELOPMENT LENGTH
AND SPLICE LENGTH SCHEDULE 5 1 1/2" = 1'-0" EXISTING SLAB-ON-GRADE REPLACEMENT 6 2 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 01/07/19 ADDENDUM 02
S0.20STEEL TYPICAL DETAILS.pdf
2L7x4x3/8x0'-9" LONG w/ (2) 3/4"Ø A325-N BOLTS, NOTE 1. C8, SEE PLAN (2) 5/8"Ø HILTI KWIK BOLT TZ w/ 4" EMBEDMENT, EACH ANGLE NOTES: 1. CUT BOTTOM FLANGE FLUSH TO PROVIDE CLEARANCE AND
TOLERANCE FOR CONNECTION OF ANGLE LEGS. 1/4 2 SIDES, TYP. SHIM TIGHT w/ TACK WELDED STEEL SHIMS 3" SET AS TIGHT AS POSSIBLE TO RIB FILLET Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1 1/2" = 1'-0" S0.20 180665.00 11/30/18 STEEL TYPICAL DETAILS 1 1/2"
= 1'-0" SLAB OPENING REINFORCEMENT 7 #DATEDESCRIPTION 111.30.18ISSUED FOR CONSTRUCTION
S1.01AREAWAY PART PLANS.pdf
CA 1 C CA 1 C RO 1 RO VAC 1 VP SAN 1&2 SP LHW 1 WH CA 1 DD CA 1 DD N2 1 GEN LHWR 1 CP 1 3 2 4 R S T U 4A 22'-0" 1'-0" ± VIF 18'-0" ± VIF 1'-0" 20'-0" 1'-0" 6'-0" 1'-5" 10'-10" ± VIF
15'-5 1/2" ± VIF 13'-10" ± VIF 6'-2" ± VIF 1'-1 1/2" (N) 17'-9" OPENING 1'-1 1/2" 10 1/2" 4'-0" 4'-0" 4'-0" 4'-0" 10 1/2" HSS8x4x3/8 GALV., TYP. S6.00 1 SOG-1 S6.00 2 S6.00 3 HOUSEKEEPING
PAD, SEE TYPICAL DETAILS. COORDINATE w/ EQUIPMENT INSTALLER 4'-0"x4'-0"x5'-0" DEEP PRECAST CONCRETE SUMP PIT UNIT. COORDINATE w/ PLUMBING DRAWINGS. S6.00 5 SLAB-ON-GRADE INFILL BELOW
SLAB PIPING, SEE P2.00U FOR SIZE AND LOCATION. DEMOLISH (E) SLAB-ON-GRADE AND INFILL SLAB-ON-GRADE PER /6 S0.10 1 2 F D E G R S S1 R1 S6.00 1 L4x4x3/8 L4x4x3/8 C8x11.5 L4x4x3/8 WT6x32.5
GALV. HSS8x4x3/8 GALV., TYP. G-1 S6.00 2 S6.00 3 GALV. GALV. GALV. GALV. WT6x32.5 GALV. WT6x32.5 GALV. WT6x32.5 GALV. SCOPE NOTE 1. CARRY ALLOWANCE FOR REPAIRING (E) CONCRETE ENCASEMENT
WITH NON-SHRINK GROUT AT (N) PENETRATIONS AND CONNECTIONS. SLAB NOTE G-1 GALVANIZED GCM-4 SERRATED WITH 3/16"x1-1/2" BARS AND CROSS BARS AT 1-3/16" OC BY McNICHOLS CO. WITH REMOVABLE
FLUSH FASTENING OR EQUIVALENT WITH SAME BAR CONFIGURATION. SLAB NOTE SOG-1 6" THICK SLAB-ON-GRADE REINFORCED WITH #3 @ 12" EACH WAY. SLOPE TO DRAIN. / 1 S1.01 & ./ 2 S1.01 Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated S1.01 180665.00 11/30/2018
AREAWAY PART PLANS 1/4" = 1'-0" LEVEL 0 AREAWAY PART PLAN 1 1/4" = 1'-0" LEVEL 1 AREAWAY PART PLAN 2 KEY PLAN 2 2 2 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 01/07/19
ADDENDUM 02
S1.02THIRD AND FOURTH LEVEL PART PLANS.pdf
1 3 2 4 6 5 O P Q R S T U S1 R1 4A 5.1 UNREINFORCED BEAM OPENINGS, TYP. FOR 5"Ø SPRINKLER PIPES. COORDINATE w/ FP DRAWINGS. LOCATE WITHIN MIDDLE 1/3 OF BEAM, GRIND SMOOTH EDGES OF CUT.
2'-3" 2'-3" 2'-3" 32 4 6 D 5 G H Q R S U S1 R1 4A 5.1 COORD. FINAL SIZE w/ MECH DRAWINGS S6.01 1 S6.01 5 1 S4.00 2 S4.00 S6.01 7 W14x43 REMOVE RIB C10x15.3 S6.01 4 C8x11.5 32 4 6 5
G H S T 4A W16x36 W16x36 * W18x50 W18x50 W16x36 * W12x26 W16x36 W16x36 W16x36 W18x50 POST UP FROM DUNNAGE G-1 AHU 9,000 lbs S6.01 1 NOTES: 1. HOT DIP GALVANIZE ALL STEEL AND CONNECTIONS.
2. * INDICATES BEAMS WITH FINAL LOCATION DEPENDENT ON EQUIPMENT. COORDINATE WITH INSTALLER. 3. TOS EL = 46'-3" UON. S6.01 5 TYP. AT (E) COL.'S 1 S4.00 2 S4.00 17'-3" 12'-8" W16x36
* W12x26 S6.01 7 W16x36 2L4x4x3/8 KICKER 2'-6" 2'-0" 1'-1" HSS7x7x3/8 HSS7x7x5/16 HSS7x7x5/16 HSS7x7x5/16 W18x50 W12x26 W12x26 W12x16 HSS7x7x3/8 POST, TYP. HANDRAIL, SEE ARCH. S6.01
2 SEE DETAIL 6/S0.20 EL. 46'-4 1/2" C8x11.5 SEE ARCH. AND TYP. DETAILS FOR STAIR SLAB NOTE G-1 GALVANIZED GCM-4 SERRATED WITH 3/16"x1-1/2" BARS AND CROSS BARS AT 1-3/16" OC BY McNICHOLS
CO. WITH REMOVABLE FLUSH FASTENING OR EQUIVALENT WITH SAME BAR CONFIGURATION. SCOPE NOTE 1. CARRY ALLOWANCE FOR REPAIRING (E) CONCRETE ENCASEMENT WITH NON-SHRINK GROUT AT (N) PENETRATIONS
AND CONNECTIONS. 32 4 6 5 G H S T 4A S6.01 1 1 S4.00 2 S4.00 HSS7x7x5/16 [-4'-8"] HSS7x7x5/16 SLOPED HSS7x7x5/16 HSS7x7x5/16 (E) 16WF36(E) 12WF25 TYP. BOTH ENDS OF HSS 5/16" FULL DEPTH
STIFFENERS ALIGNED w/ EDGES OF HSS, TYP. WHERE HSS IS ATTACHED TO BEAM WEB. HSS4x4x5/16x1'-0" TYP. AT BEAM CONNECTION STACK GUY WIRES BY AHU INSTALLER 3/4" FORGED EYE-BOLT HSS4x4x5/16x0'-6"
TYP. AT POST CONNECTION CAP PL. 1/2"x4 1/2"x 0'-4 1/2", TYP. S6.01 2 NOTES: 1. HOT DIP GALVANIZE ALL STEEL AND CONNECTIONS. 2. TOS EL = 53'-8" UON. HSS7x7x5/16 SLOPED Architect Payette
Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210
Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation
of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available
Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860
Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated S1.02 180665.00 11/30/18 THIRD AND
FOURTH LEVEL PART PLANS 3/16" = 1'-0" LEVEL 3 FRAMING PART PLAN 1 3/16" = 1'-0" LEVEL 4 FRAMING PART PLAN 2 3/16" = 1'-0" DUNNAGE PLAN 3 3/16" = 1'-0" DUNNAGE PLAN - HIGH 4 2 # DATE
DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 01/07/19 ADDENDUM 02
S4.00DUNNAGE ELEVATIONS AND SECTIONS.pdf
3 4 6 LEVEL 4 42'-0" LEVEL 5 54'-0" 54A Dunnage 46'-3" W16x36 HSS7x7x5/16 HSS7x7x3/8 HSS7x7x5/16 HSS7x7x3/8 HSS7x7x5/16 SLOPED 10'-0"5'-0"6'-2"13'-10" HSS7x7x3/8 TOS = 53'-8" BEAM BEYOND
Dunnage High 53'-8" HSS7x7x5/16 HSS7x7x5/16 SLOPED HSS7x7x3/8 LEVEL 4 42'-0" LEVEL 5 54'-0" S Dunnage 46'-3" S6.01 5 Dunnage High 53'-8" W16x36 GRATING, SEE PLAN HSS7x7x5/16 HSS7x7x5/16
SLOPED HSS7x7x3/8 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/8" = 1'-0" S4.00
180665.00 11/30/18 DUNNAGE ELEVATIONS AND SECTIONS 3/8" = 1'-0" DUNNAGE FRAME - EAST ELEVATION 1 3/8" = 1'-0" DUNNAGE FRAME - NORTH ELEVATION 2 #DATEDESCRIPTION 111.30.18ISSUED FOR
CONSTRUCTION
S6.00SECTIONS AND DETAILS.pdf
LEVEL 1 0" 1 LEVEL 0 -12'-0" 1/2"x3-1/2x0'-3-1/2" PLATE STIFFENER, TYP. (N) 4'-6" OPENING 5'-5" GRATING, SEE PLAN L4x4x3/8 w/ 3/4"Ø S.S. HILTI KWIK BOLT TZ w/ 4" EMBEDMENT, TYP. 3 SIDES
OF AREAWAY SOG CONSTRUCTION, SLOPE TO DRAIN, SEE PLAN #4 x 3'-0" LONG DOWEL @ 1'-0" OC w/ 4" EMBEDMENT w/ HILTI HIT HY200 (E) CONC WALL BASE PL., NOTE 1, TYP. (2) 5/8"Ø S.S. HILTI KWIK
BOLT TZ w/ 4" EMBEDMENT1/4TYP. HSS8x4 1/4 1/4 TYP. NOTE 3 NOTES: 1. AT END POSTS, OFFSET PLATE. 2. GALVANIZE ALL STEEL AND CONNECTIONS. 3. SEQUENTIAL INSTALLATION OF STEEL IN COORDINATION
WITH LEG AND LEG REMOVAL AND REPLACEMENT OF MASONRY AND DEMOLITION AND RE-GROUTING OF CONCRETE. 4. REINFORCEMENT SIMILAR AT SYMMETRIC FOOTING. 4'-6" 1'-6" 1'-6" 7'-6" 1'-6" #4 @ 12"
OC CONT. DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINF. #7 @ 12" OC VERT. EACH FACE #6 @ 12" OC HORIZ. EACH FACE, CONT. GROUT INFILL AFTER WT INSTALLATION C8x11.5 CONNECTED TO
AREAWAY WALL w/ L6x6x5/16x10" w/ (2) 3/4"Ø A325 BOLTS AT C8 WEB AND (2) 3/4"Ø S.S. HILTI KWIK BOLTS w/ 4" EMBEDEMENT AND A 7" GAGE AT AREAWAY WALL. S6.00 3 EQUIPMENT PAD, COORDINATE
WITH MECHANICAL DRAWINGS. SEE TYPICAL DETAILS. S6.00 4 CAP PL. 1/2"x12"x1'-2", NOTE 1, TYP. 1" 1/2" COORD. BRICK SHELF w/ ARCH. DRAWINGS COORD. TOP OF WALL ELEV. w/ ARCH. DRAWINGS
4'-6" #4 @ 12" OC CONT. #7 @ 12" OC LEVEL 1 0" 1 LEVEL 0 -12'-0" BRICK 1/2" GAP AT SOG CONSTRUCTION, SLOPE TO DRAIN, SEE PLAN #6 x 3'-0" LONG @ 1'-0" OC. PROVIDE 4" EMBEDMENT INTO (E)
CONCRETE WALL w/ HILTI HIT HY200. DRILL THROUGH (E) BRICK AS REQUIRED. LEDGER ANGLE, SEE / 1 S6.00 S6.00 3 #6 x 3'-0" LONG @ 1'-0" OC. PROVIDE 4" EMBEDMNET INTO (E) CONCRETE WALL w/
HILTI HIT HY200 LEVEL 1 0" LEVEL 0 -12'-0" RS 20'-0" TYP. 3'-0" 1'-6" TYP. 3'-0" NOTES: 1. FOR BALANCE OF INFORMATION, SEE 2. INSTALLATION SEQUENCE: a. CUT SLOT IN MASONRY FOR POST
P1, SHIM BASE PLATE AT DESIRED ELEVATION. b. CUT SLOT IN MASONRY FOR POST P2, SHIM BASE PLATE. c. REMOVE MASONRY ABOVE LINTEL L1. d. SAW CUT CONCRETE ABOVE LINTEL L1. e. INSTALL LINTEL
L1, GROUT SOLID BETWEEN REMOVED CONCRETE AND LINTEL, RESTORE MASONRY. f. REMOVE MASONRY M1 BETWEEN P1 AND P2 AND INSTALL ONE ANCHOR IN EACH BASE PLATE. g. CUT SLOT IN MASONRY FOR POST
P3, SHIM BASE PLATE. h. REPEAT c THROUGH f FOR L2 AND M2 MASONRY PANEL. i. REPEAT SEQUENCE FOR P4 & L3 AND P5 & L4. j. GROUT ALL BASE PLATES. / 1 S6.00 TOOTH IN CUT BRICK AT JAMBS,
TYP. P4 P3 P1 P2 P5 L3 L2 L1 L4 M3 M2 M1 M4 C L C L 6"6" 1'-0" 7" 7" 1'-2" TYP. 2" BASE PLATE IN FIELD C L C L 8 1/2"4 1/2" 1'-1" 7" 7" 1'-2" 2" 2 1/2" 2" BASE PLATE AT ENDS LEVEL 0
-12'-0" PRECAST CONCRETE SUMP PIT, COORDINATE WITH PLUMBING DRAWINGS 3'-0" MIN. TYP. (E) SLAB-ON-GRADE GAS TIGHT PIT COVER, SEE PLUMBING DOCUMENTS. COORDINATE RECESS IN SLAB #4@12"
DRILL AND EPOXY WITH 6" EMBEDMENT, TYP. INFILL SLAB-ON-GRADE, SOG-1 SEE /6 S0.10 4'-0" COORDINATE WITH PLUMBING DRAWINGS 5'-0" Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated S6.00 180665.00 11/30/18 SECTIONS AND DETAILS 3/4" = 1'-0" AREAWAY SECTION 1 3/4"
= 1'-0" AREAWAY SECTION 2 1/2" = 1'-0" AREAWAY ELEVATION 3 1 1/2" = 1'-0" BASE PLATE DETAILS 4 3/4" = 1'-0" SUMP PIT SECTION 5 2 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
2 01/07/19 ADDENDUM 02
S6.01SECTIONS AND DETAILS.pdf
3 LEVEL 4 42'-0" Dunnage 46'-3" 1/4" PLATE, SEAL WELDED S6.01 3 DUNNAGE FRAMING, SEE PLAN S6.01 6 S6.01 6 3 S6.01 1 1'-3" 10" 2" TYP. 2" TYP. (4) 3/4"Ø EXPANSION ANCHORS, EMBED 4" MIN.
PL. 3/8"x8"x1'-2" 1/4 (E) STEEL BEAM BELOW SS1 Dunnage 46'-3" L6x6x5/16" EACH SIDE OF WEB, FULL-DEPTHGRATING, SEE PLAN DUNNAGE FRAMING, SEE PLAN SEE TYPICAL DETAILS FOR CONNECTION
3/4"Ø A325 BOLTS (E) STEEL COLUMN 1/4 1/4 2 LEVEL 4 42'-0" (E) SLAB, SEE PLAN SEE TYP. DETAILS FOR CONNECTION CHIP OUT ENCASEMENT AT BEAM CONNECTIONS, RETAIN ANY (E) REINFORCEMENT NOT
IN CONFLICT w/ NEW CONNECTION, NOTE 1. (N) BEAM, SEE PLAN NOTES: 1. FORM AND PLACE NEW CONCRETE ENCASEMENT AFTER COMPLETION OF CONNECTION. (2) 3/4"Ø A325 PRETENSIONED BOLTS, TYP. L5x5x1/2
x 0'-6" LONG w/ 3/8"x3"x0'-3" GUSSET PLATE, TYP. HSS GIRT, SEE PLAN 1/4" FITTED CAP PLATE, TYP. HSS7x7 POST, SEE PLAN 3/16 3/16 2 SIDES, TYP. 3/16 TYP. NOTES: 1. AT SLOPED GIRT, PROVIDE
1/2"x0'-6" LONG BENT PLATE WITH 5" VERTICAL LEG AND 6" HORIZONTAL LEG. HORIZONTAL LEG TO MATCH SLOPE OF GIRT. PROVIDE TYPICAL WELD AND STIFFENER. 3 HSS GIRT, TYP SEE
FOR CONNECTION DETAILS / 2S6.01 BEAM, SEE PLAN MIN. TYP. 1 1/2" TYP. 3" 4 1'-2" 8" 2" TYP. 2" TYP. (4) 3/4"Ø EXPANSION ANCHORS, EMBED 4" MIN. PL. 3/8"x8"x1'-2" 1/4 (E) STEEL BEAM
BELOW Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering -Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated S6.01 180665.00
11/30/18 SECTIONS AND DETAILS 3/4" = 1'-0" DUNNAGE SECTION 1 1 1/2" = 1'-0" BASE PLATE DETAIL AT ROTATED POST 3 1 1/2" = 1'-0" SECTION 5 1 1/2" = 1'-0" SECTION 7 1 1/2" = 1'-0" HSS
GIRT TO POST CONNECTION 2 1 1/2" = 1'-0" HSS GIRT CONNECTION 6 1 1/2" = 1'-0" BASE PLATE DETAIL 4 #DATEDESCRIPTION 111.30.18ISSUED FOR CONSTRUCTION
SE0.01SECURITY - LEGEND.pdf
SECURITY NOTES EMERGENCY PANEL TELEPHONE ENCODER, GUESTROOM LOCKING SYSTEM 4-11/16" SQUARE, 2-1/8" DEEP BOX WITH DOUBLE GANG PLASTER RING 4-11/16" SQUARE, 2-1/8" DEEP BOX WITH SINGLE
GANG PLASTER RING SINGLE GANG JUNCTION BOX REQUEST-TO-EXIT PALM BUTTON (REX) DOUBLE GANG JUNCTION BOX THREE GANG JUNCTION BOX FOUR GANG JUNCTION BOX 4" SQUARE JUNCTION BOX CR RX TS
DOOR UNLOCK/LOCK TOGGLE SWITCH CM DB DURESS BUTTON ALARM DOOR CONTACT SWITCH PUSH BUTTON DOOR CHIMEPB DELAYED RELEASE EXIT LOCK ELECTRIFIED LEVER LOCKSET - FAILSAFE NORMALLY ENERGIZED
- RELEASE ON FIRE ALARM EL FS ELECTRIFIED LEVER LOCKSET - FAIL SECURE NORMALLY UNENERGIZED ELECTRIC LATCH-RETRACTION PANIC HARDWARE FRONT DESK TERMINAL, GUESTROOM LOCKING SYSTEM EL
FSE LR ID ID LR INTEGRATED ACCESS DOOR LOCK - FAIL SECURE INTERIOR LEVER INTEGRATED ACCESS DOOR LOCK - FAIL SECURE INTERIOR PANIC HARDWARE WITH LATCH RETRACTION LOCK PWR ELECTRIFIED
DOOR LOCK POWER SUPPLY WITH BATTERY BACKUP CURTAIN MOTION DETECTOR - PASSIVE INFRARED SENSOR ELECTRONIC BATTERY POWERED LOCKSET WITH INTEGRAL PROXIMITY READER GL LATCH ONLY DOOR LOCKING
SYSTEMLO ACCESS CONTROL PANEL/POWER SUPPLY (REQUIRES 120V AC) BURGLAR ALARM CONTROL PANEL (REQUIRES 120V AC) DIGITAL VIDEO RECORDER (REQUIRES 120V AC) RR REMOTE RELAY X" CONDUIT SIZE
NOTE ENC FDT VIC VIDEO INTERCOM SUBSTATION SW ETHERNET SWITCH POWER FOR CAMERA ACCESS CONTROL WORKSTATION (REQUIRES 120V AC) PUSH PLATE DOOR OPERATORPP DOOR OPERATOR PUSH PLATEDO EM
ELECTRIFIED DOOR STRIKE - FAIL SAFE NORMALLY ENERGIZED - RELEASE ON FIRE ALARM ES FS ELECTRIFIED DOOR STRIKE - FAIL SECURE NORMALLY UNENERGIZED ES FSE ## DOOR CONFIGURATION DESIGNATOR
FOR SECURITY SYSTEM 120VAC FOR HARDWIRED LATCH-RETRACTION POWER SUPPLY CAM CAM PAN SECURITY CAMERA, 180° PANORAMIC 360° SECURITY CAMERA, 360° PANORAMIC DE ELECTROMAGNETIC LOCK, MAG
LOCK PTZ SECURITY CAMERA, PAN TILT ZOOM SECURITY CAMERA. FIXED WALL OR CEILING MOUNTED. SEE NOTES FOR DETAILS KEYPAD INTERCOM CALL BUTTONIC PASSIVE INFRARED MOTION DETECTORPIR CARD
READER WITH KEYPADKP EP ACW ACP BCP KP PWR DVR BIOMETRIC READERBR 180° SECURITY CAMERA, 180° PANORAMIC SECURITY CAMERA, 360° PANORAMIC SECURITY CAMERA, PAN TILT ZOOM SECURITY CAMERA.
FIXED WALL OR CEILING MOUNTED. SEE NOTES FOR DETAILS 180° 360° PTZ 4DG 4SG 4Q 4G 3G 2G SG J P INTERCOM SUBSTATIONIC INTERCOM MASTER STATIONIM RACK EQUIPMENT RACK ENCLOSURE VIM VIDEO
INTERCOM MASTER STATION VM VIDEO MONITOR TE TELEPHONE ENTRY SYSTEM EMERGENCY CONTROL CENTER. (ELEVATOR LANDING PHONE) ECC EMERGENCY COMMUNICATIONS STATION. (ELEVATOR LANDING PHONE)
ECS VMS VIDEO MANAGEMENT SYSTEM VMC VIDEO MANAGEMENT CLIENT NETWORK VIDEO RECORDERNVR 5" SQUARE, 2-1/8" DEEP BOX WITH DOUBLE GANG PLASTER RING 5SQ DOOR RELEASE BUTTONDR 1. SYMBOLS
LEGEND IS PROVIDED FOR COORDINATION OF SECURITY ITEMS TYPE AND APPROXIMATE LOCATION. 2. COORDINATE WITH PROJECT DRAWINGS AND DOCUMENTS. 3. ALL OUTLET MOUNTING HEIGHTS & LOCATIONS
TO BE VERIFIED & COORDINATED WITH ARCHITECTURAL, ELECTRICAL, EQUIPMENT & FURNISHINGS DRAWINGS. 4. ALL OUTLET MOUNTING HEIGHTS & LOCATIONS TO BE VERIFIED & COORDINATED WITH ARCHITECTURAL,
ELECTRICAL, EQUIPMENT & FURNISHINGS DRAWINGS. 5. CONDUIT LOCATIONS ARE DIAGRAMMATIC ONLY, REFER TO ELECTRICAL PLANS FOR EXACT CONDUIT RUNS. 6. CONNECTIONS SHOWN BETWEEN DEVICES
ARE INTENDED TO PORTRAY FUNCTIONAL RELATIONSHIP ONLY. THE PLAN VIEWS ARE NOT INTENDED TO REPLACE BIDDER'S SHOP DRAWINGS, AND DO NOT INCLUDE THE FOLLOWING: - ACTUAL CABLE TYPES - ALL
NECESSARY POINT-TO-POINT WIRING - RUNS BETWEEN DEVICES AND CONTROL PANELS - PROCESSOR BOARDS - POWER SUPPLIES - PARTITION PROGRAMMING: EXAMPLE "P2" DENOTES THIS DETECTOR SHALL BE PROGRAMMED
FOR SECURITY PARTITION TWO (2). PARTITIONS ARE IDENTIFIED AT THE KEYPAD ICONS. SCHLAGE AD400 LOCKSET BY DIVISION 8 PIM400-1501PIM DESCRIPTION SECURITY SYMBOLS LEGEND SYMBOL DESCRIPTION
SECURITY SYMBOLS LEGEND SYMBOL Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer
Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009
Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister,
MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA
02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477
6" = 1'-0" SE0.01 29313.00 11/30/18 SECURITY - LEGEND # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
SE2.00SECURITY - LEVEL 0.pdf
CR CR 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA MECHANICAL B00UA Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B00UB Room B00UC ? ? ?
PIM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" SE2.00 29313.00
11/30/18 SECURITY - LEVEL 0 1/4" = 1'-0" 1 SECURITY - LEVEL 0 - A # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
SE2.10SECURITY - LEVEL 1.pdf
CRCR CR CR 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA LAB WRITE-UP 162 LAB WRITE-UP 160 LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B
LAB WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room 100CK Room 167F Room 100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room 165
Room 100UA Room 100JA Room 100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167 PIM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor
Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building
1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase
1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" SE2.10 29313.00 11/30/18 SECURITY - LEVEL 1 1/4" = 1'-0" 1 SECURITY - LEVEL 1 - A # DATE DESCRIPTION
1 11/30/18 ISSUED FOR CONSTRUCTION
SE2.20SECURITY - LEVEL 2.pdf
CR CR CR CR CR 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA TISSUE CULTURE (MAMMALIAN) 276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP 260 LAB WRITE-UP 269
OPEN RESEARCH LAB 276 ? ? ? iCVD ROOM 276D Room 200SD Room 255A Room 252 Room 254 Room 256 Room 267 CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC PIM PIM
IDF 404 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" SE2.20 29313.00
11/30/18 SECURITY - LEVEL 2 1/4" = 1'-0" 1 SECURITY - LEVEL 2 - A # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
SE2.30SECURITY - LEVEL 3.pdf
CR CR CR 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA RESEARCH LAB 367 LIGHT SCATTERING 367B SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E
SUPPORT 2 367C FLUORESCENCE MICROSCOPE 367A STAIRS 300SA Room 352 Room 354 Room 356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 PIM Architect
Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA
02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued
Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer
Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist
Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" SE2.30 29313.00 11/30/18
SECURITY - LEVEL 3 1/4" = 1'-0" 1 SECURITY - LEVEL 3 - A # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
TC0.01TELECOM - LEGEND.pdf
W # F TV TV WAP WAP # # # 1 T-501 2 T-501 20 21 23 24 OSC WALL MOUNTED WIRELESS DATA1/DATA2 LOCATION - PROVIDE A SINGLE GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG
PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION.
WIRELESS DATA LOCATION IS TO BE MOUNTED 6" FROM FINISHED CEILING TO THE TOP OF THE OUTLET BOX UNLESS OTHERWISE NOTED. STRUCTURED CABLING LEGEND CEILING MOUNTED WIRELESS DATA1/DATA2
LOCATION - PROVIDE A SINGLE GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST
ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. CEILING MOUNTED WIRELESS DATA LOCATIONS ARE TO BE CENTERED IN THE ROOM AND MOUNTED TO THE
BUILDING STRUCTURE ABOVE THE CEILING. THE CEILING MOUNTED WIRELESS DATA DEVICE BOX ASSEMBLY IS TO BE (UL) RATED FOR PLENUM. WALL MOUNTED DATA# LOCATION (# DENOTES THE NUMBER OF CABLES
AT THE OUTLET LOCATION) - PROVIDE A TWO GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING
TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. DATA# LOCATION IS TO BE MOUNTED 18" FROM THE FINISHED FLOOR TO THE CENTER
OF THE OUTLET BOX UNLESS OTHERWISE NOTED. PROVIDE ADDITIONAL 1-1/4" CONDUIT WHERE THERE ARE 6 OR MORE CABLES AT ONE LOCATION. FLOOR MOUNTED DATA# LOCATION (# DENOTES THE NUMBER OF CABLES
AT THE OUTLET LOCATION) - PROVIDE A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE
OUTLET LOCATION. CEILING MOUNTED DATA# LOCATION (# DENOTES THE NUMBER OF CABLES AT THE OUTLET LOCATION) - PROVIDE A TWO GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE
GANG PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION.
WALL MOUNTED TV LOCATION - PROVIDE A TWO GANG, 4-11/16" SQUARE, 2-1/8" DEEP, OUTLET BOX WITH A SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING
TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. TV VIDEO LOCATION IS TO BE MOUNTED 18" FROM THE FINISHED FLOOR TO THE CENTER
OF THE OUTLET BOX UNLESS OTHERWISE NOTED. PROVIDE TWO DATA CABLES. FLOOR MOUNTED TV VIDEO LOCATION - PROVIDE A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST
ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING SERVED BY THE OUTLET LOCATION. WALL MOUNTED WALL PHONE VOICE LOCATION - PROVIDE A SINGLE GANG, 4-11/16" SQUARE, 2-1/8" DEEP,
OUTLET BOX WITH A SINGLE GANG PLASTER RING AND A 1-1/4" CONDUIT WITH CONNECTORS, BUSHINGS AND PULL STRING TO THE NEAREST ACCESSIBLE CEILING SPACE ON THE SAME FLOOR AS THE ROOM BEING
SERVED BY THE OUTLET LOCATION. WALL PHONE VOICE LOCATION IS TO BE MOUNTED 48" FROM THE FINISHED FLOOR TO THE CENTER OF THE OUTLET BOX UNLESS OTHERWISE NOTED. FEED LOCATION (# DENOTES
THE NUMBER OF CABLES AT THE FEED LOCATION) PROVIDE A 2-GANG MUDRING WITH GROMMET FACEPLATE AT FEED LOCATIONS AS IDENTIFIED ON PLANS. PROVIDE POLYETHYLENE SLEEVE FROM GROMMET TO MODULAR
FURNITURE ENTRY POINT. 1. THE WORK REQUIREMENTS DESCRIBED WITHIN DIVISION 20 SPECIFICATION SECTION "COMMON MECHANICAL / ELECTRICAL REQUIREMENTS" FORM COMPLIMENTARY REQUIREMENTS TO THE
SCOPE OF WORK CONTAINED WITHIN DIVISION 27 AND 28. 2. CONDITIONS OF THE CONTRACT AND DIVISION 1, GENERAL REQUIREMENTS APPLY TO WORK OF THIS SECTION. EXAMINE DRAWINGS AND OTHER SPECIFICATIONS
FOR REQUIREMENTS THAT AFFECT WORK OF THIS SECTION. 3. PROVIDE ITEMS REFERRED TO IN SINGULAR OR PLURAL NUMBERS IN CONTRACT DOCUMENTS IN QUANTITIES NECESSARY TO COMPLETE WORK. 4. PERFORM
WORK AS REQUIRED BY CODES, REGULATIONS AND LAWS OF LOCAL, STATE AND FEDERAL GOVERNMENTS AND OTHER AUTHORITIES WITH LAWFUL JURISDICTION. 5. MATERIAL AND EQUIPMENT SHALL BE UL, NEMA,
ANSI, IEEE, ADA & CBM APPROVED FOR INTENDED SERVICE. MATERIAL AND INSTALLATION SHALL MEET REQUIREMENTS OF NATIONAL AND STATE ELECTRICAL CODE. 6. MAINTAIN RECORD DRAWINGS ON SITE.
RECORD SET MUST BE COMPLETE AND CURRENT AND AVAILABLE FOR INSPECTION WHEN REQUISITIONS FOR PAYMENT ARE SUBMITTED. 7. GUARANTEE WORK IN WRITING FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE.
REPAIR OR REPLACE DEFECTIVE MATERIALS OR INSTALLATION AT NO COST TO OWNER. CORRECT DAMAGE CAUSED IN MAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER GUARANTEE AT NO COST TO OWNER. 8.
SUBMIT GUARANTEE TO ARCHITECT BEFORE APPLICATION FOR FINAL PAYMENT. 9. STATEMENT OF GUARANTEE REQUIREMENTS SHALL NOT BE INTERPRETED TO LIMIT OWNER'S RIGHTS UNDER LAW AND THIS CONTRACT.
10. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS. PROVIDE INFORMATION AND COMPONENTS SHOWN ON RISER DIAGRAMS BUT NOT SHOWN ON PLANS, AND VICE VERSA, AS IF EXPRESSLY
REQUIRED ON BOTH. 11. ALL WIRING SHALL BE RUN CONCEALED UNLESS SPECIFIED OTHERWISE. 12. ALL RACEWAYS RUNNING THROUGH BUILDING EXPANSION JOINTS SHALL BE EQUIPPED WITH EXPANSION FITTINGS.
13. CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC MOUNTING HEIGHTS AND LOCATIONS FOR TELECOM EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS WITH THE ARCHITECT.
14. ALL GROUNDING SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL AND STATE ELECTRICAL CODES. 15. REFER TO SPECIFICATION FOR CABLE COLORS 16. ELECTRICAL CONTRACTOR SHALL PROVIDE
ALL CONDUIT, JUNCTION BOXES, CABLE TRAYS, PANELS, PULL STRINGS, ENCLOSURES, FLOOR BOXES, POWER CIRCUITS, TELCOM GROUNDING SYSTEM, POWER CABLE AND POWER CONNECTIONS UNDER THIS SECTION.
17. CONDUIT SHALL NOT EXCEED 100'-0" OR A TOTAL OF 180 DEGREES IN BENDS BETWEEN PULL BOXES FOR DISTRIBUTION OF TELE/DATA CABLE. 18. VERIFY ALL DEVICE PLATE FINISHES WITH ARCHITECT AND/OR
OWNER. 19. LABEL ALL CABLE, CONDUIT AND BACK BOXES FOR EASE OF IDENTIFICATION. 20. ALL CABLE RUNS MUST BE CONTINUOUS FROM SOURCE TO DESTINATION. NO EXCEPTIONS. 21. PROVIDE A SERVICE
LOOP OF 15'-0" MINIMUM AT ALL BACKBONE TERMINATION LOCATIONS AND SPLICE POINTS. 22. INTERBUILDING AND INTRABUILDING OPTICAL FIBER CABLING SHALL BE CLEARLY AND VISIBLY IDENTIFIED BY
THE CONTRACTOR IN ALL MANHOLES, PULL BOXES, ENTRANCE POINTS, SERVICE ENTRENCES AND 3'-0" BEFORE ENTERING A FREE STANDING RACK, WALL MOUNTED ENCLOSURE OR SURFACE MOUNT FIBER CABINET
UTILIZING AN OPTICAL FIBER CABLE MARKER TAG SYSTEM. 23. WHEN ROUTING COMMUNICATIONS CABLES USING OPEN CABLING METHODS, MAINTAIN A MINIMUM SPACING OF 1'-0" FROM ELECTRICAL FEEDERS, BRANCH
CIRCUIT WIRING AND AUXILIARY SYSTEM CABLING. 24. WHEN ROUTING COMMUNICATIONS CABLES USING OPEN CABLING METHODS, MINIMUM SPACING FROM ELECTRICAL APPARATUS SUCH AS MOTOR DRIVEN EQUIPMENT
AND TRANSFORMERS SHALL BE 4'-0". SPACING REQUIREMENTS SHALL APPLY TO OPEN CABLE PATHS WHERE EQUIPMENT IS LOCATED ON THE SAME FLOOR, FLOOR ABOVE, FLOOR BELOW OR IN ROOMS ADJACENT TO
SUCH EQUIPMENT AS THOUGH WALLS AND FLOORS DID NOT EXIST. EXCEPTION: BUILDING CONSTRUCTION THAT RESULTS IN METALLIC BARRIER BETWEEN ELECTRICAL APPARATUS AND CABLE PATHWAYS SHALL BE
CONSIDERED SUITABLE SEPARATION. C - MOUNT 6" ABOVE COUNTER TOP BACK SPLASH ETR - EXISTING TO REMAIN N - NEW R - RELOCATE X - REMOVE GENERAL NOTES OUTLET LOCATION DESIGNATORS
1. THIS SHEET IS A GENERAL LIST OF SYMBOLS AND SHALL BE USED AS A REFERENCE TO DEFINE ITEMS INDICATED ON THE DRAWINGS. NOT ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECT. LEGEND NOTES
DETAIL CALL-OUT - PLAN VIEW. DENOTES DETAIL "1" ON DRAWING "T-501". KEY LEGEND VANDERWEIL PROJECT INFO PROJECT NUMBER PROJECT NAME 29313 CORNELL OLIN HALL 125 VOLT, 2 POLE, 3 WIRE,
20 AMP, DUPLEX RECEPTACLE. D - DEDICATED CIRCUIT GF - CONNECTED TO GROUND FAULT CIRCUIT BREAKER GFI - WITH INTEGRAL GROUND FAULT INTERRUPTER IG - ISOLATED GROUND ELECTRICAL LOCATION
DESIGNATORS ELECTRICAL LEGEND DETAIL CALL-OUT - ELEVATION VIEW. DENOTES DETAIL "2" ON DRAWING "T-501". DRAWING NUMBERING SYSTEM T-0## - GENERAL (SYMBOLS LEGEND, NOTES, SPECIFICATION,
ETC.) T-1## - PLANS (HORIZONTAL VIEWS) T-2## - ELEVATIONS (VERTICAL VIEWS T-3## - SECTIONS (SECTIONAL VIEWS) T-4## - LARGE SCALE DRAWINGS (PLANS, ELEVATIONS OR SECTIONS THAT ARE NOT
DETAILS) T-5## - DETAILS T-6## - RISERS, SCHEDULES AND DIAGRAMS 125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DOUBLE DUPLEX RECEPTACLE. GROUND BAR WITH INSULATED #6 CONNECTED TO GROUND IN ELECTRICAL
ENTRANCE ROOM L5-20R - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE TWIST LOCK RECEPTACLE L5-30R - 30 AMP, 125 VOLT, 2 POLE, 3 WIRE TWIST LOCK RECEPTACLE L6-20R - 20 AMP, 250 VOLT, 2 POLE, 3 WIRE
TWIST LOCK RECEPTACLE L6-30R - 30 AMP, 250 VOLT, 2 POLE, 3 WIRE TWIST LOCK RECEPTACLE 125 VOLT, 2 POLE, 3 WIRE, 20 AMP, DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED 125 VOLT, 2 POLE, 3 WIRE,
20 AMP, DOUBLE DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED 1. THIS EXISTING FLOOR PLAN HAS BEEN DEVELOPED UTILIZING EXISTING DOCUMENTS AND READILY OBSERVABLE SITE CONDITIONS. ALL DEVICES,
CONDUITS,TELECOMMUNICATIONS EQUIPMENT, ETC. SHOWN ARE FOR REFERENCE ONLY AND MAY NOT INDICATE CORRECT IDENTIFICATION, AND SIZE; AND TOTAL QUANTITIES OF ITEMS SCHEDULED FOR DEMOLITION.
VISIT SITE AND FIELD VERIFY THE NUMBER OF DEVICES WITHIN THE CONSTRUCTION PHASE AREA PRIOR TO THE BID AND REMOVAL. THE DRAWINGS DO NOT LIMIT THE AMOUNT OF DEMOLITION WORK REQUIRED.
THE TELECOMMUNICATIONS CONTRACTOR MUST PERFORM THE DEMOLITION WORK AS INDICATED ON THE DEMOLITION DRAWINGS AND AS REQUIRED FOR THE NEW WORK. 2. DEMOLITION WORK MUST FOLLOW THE CONSTRUCTION
PHASING SEQUENCE AND MUST BE COORDINATED WITH THE CONSTRUCTION DRAWINGS AND CONTRACTORS. 3. REMOVE ALL DEVICES, EQUIPMENT, MATERIAL, AND ASSOCIATED CABLING IN THEIR ENTIRETY, WHICH
INTERFERE WITH THE NEW CONSTRUCTION AS DIRECTED BY THE CONSTRUCTION MANAGER. ALWAYS FIELD VERIFY SYSTEM PRIOR TO STARTING WORK AT SITE. THE TERM ASSOCIATED CABLING SHALL MEAN CONDUIT,
FITTINGS, SUPPORTS, JUNCTION BOXES, CABLES, ETC. BACK TO THE RESPECTIVE EQUIPMENT ROOM. 4. MAINTAIN AND RESTORE, IF INTERRUPTED BY REMOVALS OR IN PATH OF NEW CONSTRUCTION, ALL CABLES
AND CONDUITS PASSING THROUGH AND SERVING UNDISTURBED AREAS (SHOWN OR NOT SHOWN). VERIFY CABLES, DEVICES, AND EQUIPMENT SCHEDULED FOR REMOVAL TO ASSURE THAT THEIR REMOVAL WILL NOT
ADVERSELY AFFECT ADJACENT AREAS NOT BEING RENOVATED. 5. IN ANY AREA REQUIRING THE PERFORMANCE OF ANY TRADE'S WORK, THIS CONTRACTOR SHALL CAREFULLY REMOVE AND STORE ANY OR ALL TELECOMMUNICATIONS
ITEMS IN PATH Of WORK, REINSTALLING AND RECONNECTING SAME AS REQUIRED, AFTER COMPLETION OF OTHER TRADE'S WORK IN THAT AREA, IN ACCORDANCE WITH THE PLANS AND/OR AS DIRECTED. 6. IN ALL
EXISTING OR NEW AREAS SPECIFIED OR SHOWN TO BE PAINTED, THIS CONTRACTOR SHALL REMOVE BAG AND PROTECT DURING WORK ALL TELECOMMUNICATIONS ITEMS AS REQUIRED INCLUDING BUT NOT LIMITED TO
DEVICE PLATES, DEVICES, ETC., REINSTALLING SAME AFTER COMPLETION OF PAINTING. ANY ITEM NOT REMOVED AND PAINTED OVER SHALL BE SUITABLY CLEANED OR REPLACED WITH NEW ITEM BY THIS CONTRACTOR.
7. INVENTORY MAJOR TELECOMMUNICATIONS ITEMS THAT ARE REMOVED AND PROVIDE A LIST TO THE OWNER FOR THEIR SELECTION OF ITEMS TO BE RETAINED. ALL ITEMS REJECTED BY THE OWNER SHALL BECOME
THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. 8. DISCONNECT, MAKE SAFE AND REMOVE ALL TEMPORARY AND ABANDONED WIRE WITHIN THE SPACE. SPECIFICALLY BUT NOT LIMITED
TO LOW VOLTAGE CABLING SERVING THE MAILBOX DISTRIBUTION SYSTEM. 9. FLAG, LABEL AND CLEARLY IDENTIFY CABLES AND ITEMS TO REMAIN IN PLACE, AND OR SERVICE, THROUGHOUT THE PROJECT OR ANY
PORTION OF THE PROJECT. REPAIR AND/OR REPLACE ANY CABLE OR DEVICE DAMAGED DURING THE PROJECT, WITHIN 24 HOURS OF NOTIFICATION OF DAMAGES OR DISRUPTION. GENERAL DEMOLITION NOTES OVERHEAD
SERVICE CARRIER. SEE SHEET TC4.01 FOR DETAILS. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax:
781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon
Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave
Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY
14850 Tel: 607-272-6477 1/8" = 1'-0" TC0.01 29313.00 11/30/18 TELECOM - LEGEND # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
TC1.01TELECOM - LEVEL 1 DEMO PLAN.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA Room 100CK Room 167F Room 100CG Room 100CJ Room 167E Room 167C Room 167D Room 168 Room 170B Room 169 Room 165B Room 152 Room
156 Room 158 Room 158B Room 167A Room 170A Room 167B Room 160 Room 100SA Room 162 Room 158A Room 167 Room 170 Room 165 Room 100UA Room 100JA Room 100UB Room 100CH Room 100UF Room 167G
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC1.01 29313.00
11/30/18 TELECOM - LEVEL 1 DEMO PLAN 1/4" = 1'-0" 1 TELECOM - LEVEL 1 - DEMO DEMOLITION NOTES: CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST THAT CIT REMOVE ACCESS POINTS AND
ACTIVE ELECTRONICS WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION. PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION THAT CABLES TO BE DEMOLISHED HAVE
BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT CLEARANCE TO START DEMOLITION. COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT.
CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO OVERSEE WORK WITHIN IDF ROOMS. MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY. LEVEL 1: IDENTIFY AND REMOVE EXISTING
DATA CABLING WITHIN THE PROJECT AREA, BACK TO THE SERVING IDF ROOM 165B. REMOVE FROM PATCH PANELS IN IDF ROOM. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM
01 2
TC1.02TELECOM - LEVEL 2 DEMO PLAN.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA ? ? ? Room 200SD Room 255A Room 270A Room 275A Room 275 Room 265C Room 278A Room 258 Room 275B Room 260 Room 200SA Room 265A
Room 252 Room 254 Room 256 Room 260A Room 272 Room 276 Room 278 Room 274 Room 270 Room 267 Room 265B Room 265 Room 200JA Room 200UA Room 200UB Architect Payette Associates Architects,
P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC1.02 29313.00 11/30/18 TELECOM - LEVEL 2 DEMO PLAN 1/4"
= 1'-0" 1 TELECOM - LEVEL 2 - DEMO # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DEMOLITION NOTES: CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST
THAT CIT REMOVE ACCESS POINTS AND ACTIVE ELECTRONICS WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION. PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION
THAT CABLES TO BE DEMOLISHED HAVE BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT CLEARANCE TO START DEMOLITION. REMOVE CABLES FROM PORJECT AREA
INCLUDING REMOVAL FROM PATCH PANELS IN IDF. COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT. CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO OVERSEE WORK WITHIN IDF ROOMS.
MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY. 2
TC1.03TELECOM - LEVEL 3 DEMO PLAN.pdf
21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 Room 365A Room 365D Room 355 Room 365E Room 365C Room 361 Room 365F Room 358 Room 300CD Room 378 Room 360 Room 300SA Room 375 Room 362
Room 377 Room 352 Room 354 Room 356 Room 365 Room 379 Room 365G Room 300JA Room 300UA Room 300UB Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston,
MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1,
Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1
Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800
N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer
T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC1.03 29313.00 11/30/18 TELECOM - LEVEL 3 DEMO PLAN 1/4" = 1'-0" 1 TELECOM - LEVEL 3 - DEMO #
DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 DEMOLITION NOTES: CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST THAT CIT REMOVE ACCESS POINTS AND
ACTIVE ELECTRONICS WHERE AND WHEN APPROPRIATE TO ALLOW DEMOLITION. PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION THAT CABLES TO BE DEMOLISHED HAVE
BEEN TAKEN OUT OF SERVICE AND PATCH CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT CLEARANCE TO START DEMOLITION. REMOVE CABLES FROM PORJECT AREA INCLUDING REMOVAL FROM PATCH PANELS
IN IDF. COORDINATE DEMOLITION ACTIVITIES WITHIN THE IDF ROOMS WITH CIT. CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO OVERSEE WORK WITHIN IDF ROOMS. MAINTAIN EXISTING CABLE TRAY, DO
NOT DAMAGE OR REMOVE CABLE TRAY. 2
TC1.04TELECOM - LEVEL 4 DEMO PLAN.pdf
M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 TC4.00 3 Room 403C Room 400CA Room 403B Room 403D
Room 400UA Room 400CC Room 400SB Room 403A Room 401A Room 401 Room 400UC Room 403 Room 400SC Room 400EA Room 4P0UA Room 401C Room 400SA Architect Payette Associates Architects, P.C.
290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural
Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical
and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square
#3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY
13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" TC1.04 29313.00 11/30/18 TELECOM - LEVEL 4 DEMO PLAN 3/32"
= 1'-0" 1 TELECOM - LEVEL 4- PARENT DEMO DEMOLITION NOTES: CONTACT CORNELL IT, CIT, PRIOR TO DEMOLITION. REQUEST THAT CIT REMOVE ACCESS POINTS AND ACTIVE ELECTRONICS WHERE AND WHEN
APPROPRIATE TO ALLOW DEMOLITION. PRIOR TO DEMOLITION, REVIEW DEMOLITION DRAWINGS WITH CIT AND REQUEST CONFIRMATION THAT CABLES TO BE DEMOLISHED HAVE BEEN TAKEN OUT OF SERVICE AND PATCH
CORDS REMOVED IN THE IDF ROOM BY CIT. OBTAIN CIT CLEARANCE TO START DEMOLITION. REMOVE CABLES FROM PORJECT AREA INCLUDING REMOVAL FROM PATCH PANELS IN IDF. COORDINATE DEMOLITION ACTIVITIES
WITHIN THE IDF ROOMS WITH CIT. CIT TO ESCORT CONTRACTOR IN IDF ROOMS AND TO OVERSEE WORK WITHIN IDF ROOMS. MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE CABLE TRAY. # DATE
DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2
TC2.00TELECOM - LEVEL 0.pdf
1 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 MECHANICAL B00UA Room B00SA Room B59 Room B54 Room B52 Room B56 Room B55 Room B57 Room B78 Room B00UB Room B00UC ? ? ? DATA FOR SECURITY
SYSTEM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer
Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project
Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC2.00 29313.00
11/30/18 TELECOM - LEVEL 0 1/4" = 1'-0" 1 TELECOM - LEVEL 0 - A # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
TC2.10TELECOM - LEVEL 1.pdf
2 2 22 22 2 2 222 2 2 2 2 2 2 WAP 2 WAP WAP WAP 2 8 2 8 1 2 2 2 222 2 2 2222 2 2 22 2 2 2 2 2 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA LAB WRITE-UP 162 LAB WRITE-UP 160
LAB WRITE-UP 158 OFFICE 158B LAB WRITE-UP 170 LAB WRITE-UP 170A LAB WRITE-UP 170B LAB WRITE-UP 169 OFFICE 168 OFFICE 167A CONFERENCE ROOM 167B OFFICE 167C OFFICE 167D OFFICE 167E Room
100CK Room 167F Room 100CG Room 100CJ Room 165B OFFICE 152 Room 100SA Room 165 Room 100UA Room 100JA Room 100UB CORRIDOR 100CH Room 100UF Room 167G OFFICE 156 COLLABORATION 167 DATA
FOR SECURITY SYSTEM 3 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC2.10
29313.00 11/30/18 TELECOM - LEVEL 1 1/4" = 1'-0" 1 TELECOM - LEVEL 1 - A NOTE: MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION
2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02
TC2.20TELECOM - LEVEL 2.pdf
2 2 8 22 22 6 22 2 4 4 4 2 2 WAP WAP WAP WAP WAP 8 6 44 4 4 4 4 4 4 4 4 4 4 4 2 2 2 44 2 2 2 2 22 22 1 1 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 WORK AREA TISSUE CULTURE (MAMMALIAN)
276B TISSUE CULTURE (BACTERIAL) 276C GLASSWASH 276A LAB WRITE-UP 260 LAB WRITE-UP 269 OPEN RESEARCH LAB 276 ? ? ? iCVD ROOM 276D Room 200SD Room 255A Room 252 Room 254 Room 256 Room
267 CO2 CLOSET 200JA ELECTRICAL 200UA PLUMBING 200UB ACCESSIBLE RESTROOM 200TC C C C C C C C C CC LOCATE IN WIREMOLD C C C CC OSC OSC OSC OSC OSC OSC CC DATA FOR SECURITY SYSTEM DATA
FOR SECURITY SYSTEM Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC2.20
29313.00 11/30/18 TELECOM - LEVEL 2 1/4" = 1'-0" 1 TELECOM - LEVEL 2 - A NOTES: LAB BENCH OUTLETS ARE FED FROM OVERHEARD SERVICE CARRIER. SEE DETAIL #2 ON SHEET TC4.01. IDENTIFY THE
EXISTING CABLE TRAY WITHIN THE PROJECT AREA AND IN AREAS THAT WILL BE IMPACTED BY BUILDING SYSTEMS RELATED TO THE PROJECT. THIS INCLUDES AREAS WHERE MECHANICAL SYSTEM ALTERATIONS WILL
IMPACT THE EXISTING CABLE TRAY. IDENTIFY LOCATIONS WHERE THE EXISTING TRAY NEEDS TO BE MOVED, ALTERED, OR REMOVED AND REPLACED, TO ACCOMMODATE NEW OR MODIFIED DUCTWORK, PLUMBING, ELECTRICAL
SERVICES, AND OTHER BUILDING SYSTEMS. PROVIDE THE TEMPORARY CABLE SUPPORTS AND/OR NEW CABLE SUPPORTS TO ENSURE THAT THE COMMUNICATIONS CABLING IS PROTECTED AND SUPPORTED THROUGHOUT
THE PROJECT. PROVIDE CABLE PROTECTION FOR CABLING WITHIN AFFECTED AREAS. IN CASES WHERE THE EXISTING CABLING DOES NOT HAVE SUFFICIENT SLACK TO ALLOW IT TO BE MOVED OUT OF THE AFFECTED
AREA, COORDINATE SCHEDULING OF NEW CABLE INSTALLATION WITH CIT AND PROVIDE NEW CABLING, WITH SUFFICIENT SLACK, FROM THE EXISTING IDF ROOM TO REPLACE EACH OF THE AFFECTED CABLES. TERMINATE,
LABEL, AND TEST NEW CABLING. COORDINATE CABLE TRAY MODIFICATIONS WITH CIT, THE CONTRACTOR, AND THE PROJECT SCHEDULE. COMPLY WITH CIT STRUCTURED CABLING SYSTEM STANDARDS AND REFERENCED
STANDARDS IN THE DESIGN DOCUMENTS. RESTORE CABLE TRAY, IN COMPLIANCE WITH CIT STANDARDS IN THE AFFECTED AREAS. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM
01 3 1/7/18 ADDENDUM 02 3
TC2.30TELECOM - LEVEL 3.pdf
2 2 2 8 222 2 2 22 2 2 2 2 2 2 2 2 2 2 2 WAP WAP WAP WAP 6 6 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 22 22 2 2 2 2 W TV 1 21 3 4 6 7 8 5 Q P R S T O U 9 S1 R1 4A Q1 5.1 RESEARCH LAB
367 LIGHT SCATTERING 367B SUPPORT 1 367D LAB WRITE-UP 362 E-BEAM DEPOSITION ROOM 367F LAB EQUIPMENT 367E SUPPORT 2 367C FLUORESCENCE MICROSCOPE 367A STAIRS 300SA Room 352 Room 354 Room
356 PURE WATER CLOSET 300JA ELECTRICAL 300UA PLUMBING 300UB Room 358 CONFERENCE ROOM 360 OSCOSCOSCOSCOSCOSC C C C C C C C C C C C C C C C C C C C C C C C C C DATA FOR SECURITY SYSTEM
IDF 355 TC4.00 6 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil
274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale
Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel:
508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345
Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 1/4" = 1'-0" TC2.30
29313.00 11/30/18 TELECOM - LEVEL 3 1/4" = 1'-0" 1 TELECOM - LEVEL 3 - A # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 3 1/7/18 ADDENDUM 02 NOTES: IDENTIFY
THE EXISTING CABLE TRAY WITHIN THE PROJECT AREA AND IN AREAS THAT WILL BE IMPACTED BY BUILDING SYSTEMS RELATED TO THE PROJECT. THIS INCLUDES AREAS WHERE MECHANICAL SYSTEM ALTERATIONS
WILL IMPACT THE EXISTING CABLE TRAY. IDENTIFY LOCATIONS WHERE THE EXISTING TRAY NEEDS TO BE MOVED, ALTERED, OR REMOVED AND REPLACED, TO ACCOMMODATE NEW OR MODIFIED DUCTWORK, PLUMBING,
ELECTRICAL SERVICES, AND OTHER BUILDING SYSTEMS. PROVIDE THE TEMPORARY CABLE SUPPORTS AND/OR NEW CABLE SUPPORTS TO ENSURE THAT THE COMMUNICATIONS CABLING IS PROTECTED AND SUPPORTED
THROUGHOUT THE PROJECT. PROVIDE CABLE PROTECTION FOR CABLING WITHIN AFFECTED AREAS. IN CASES WHERE THE EXISTING CABLING DOES NOT HAVE SUFFICIENT SLACK TO ALLOW IT TO BE MOVED OUT OF
THE AFFECTED AREA, COORDINATE SCHEDULING OF NEW CABLE INSTALLATION WITH CIT AND PROVIDE NEW CABLING, WITH SUFFICIENT SLACK, FROM THE EXISTING IDF ROOM TO REPLACE EACH OF THE AFFECTED
CABLES. TERMINATE, LABEL, AND TEST NEW CABLING. COORDINATE CABLE TRAY MODIFICATIONS WITH CIT, THE CONTRACTOR, AND THE PROJECT SCHEDULE. COMPLY WITH CIT STRUCTURED CABLING SYSTEM STANDARDS
AND REFERENCED STANDARDS IN THE DESIGN DOCUMENTS. RESTORE CABLE TRAY, IN COMPLIANCE WITH CIT STANDARDS IN THE AFFECTED AREAS. 3
TC2.40TELECOM - LEVEL 4.pdf
M L K J I H G F E D C B A N 21 3 4 6 7 8 5 Q P R S T O 10 13 15 16 17 U 18 19 20 21 24 2523 26 9 11 12 14 S1 R1 4A Q1 22 5.1 23.1 26.1 Room 403C Room 400CA Room 403B Room 403D Room 400UA
Room 400CC Room 400SB Room 403A Room 403 Room 400SC Room 400EA Room 4P0UA ? ? ? LAB WRITE-UP 401 Room 400UC Room 400SA TC4.00 4 Architect Payette Associates Architects, P.C. 290 Congress
Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH
41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular
Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970
Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3/32" = 1'-0" TC2.40 29313.00 11/30/18 TELECOM - LEVEL 4 3/32" = 1'-0" 1 TELECOM - LEVEL 4-
PARENT NOTES: MAINTAIN EXISTING CABLE TRAY, DO NOT DAMAGE OR REMOVE. # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2
TC4.00TELECOM - EXISTING IDF & PART PLAN 2.pdf
2 2 2 2 2 2 2 2 2 2 2 22 4 4 8 8 F F H G 17 U 2423 R1 H G 17 U 2423 R1 FIELD COORDINATE NEW DATA LOCATION WITH NEW WORKSTATION (TYP). 8 R1 8 R1 8 R1 TERMINATE NEW CABLES IN NEW PATCH
PANELS LOCATED IN EXISTING RACKS. COORDINATE PATCH PANEL LOCATIONS WITH CIT. Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel:
617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham,
MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings
Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam
Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203
N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated TC4.00 29313.00 11/30/18 TELECOM - EXISTING IDF & PART PLAN 1/4" = 1'-0" 3 TELECOM - LEVEL 4 - EXISTING TEMPORARY PART
PLAN 1/4" = 1'-0" 4 TELECOM - LEVEL 4 - NEW CONSTRUCTION PART PLAN # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 1" = 1'-0" 6 TELECOM - LEVEL 3 - EXISTING
IDF 2 2
TC4.01TELECOM - RISER DIAGRAM & DETAILS.pdf
OVERHEAD SERVICE CARRIER DATA CABLE TERMINATION WIREMOLD COMMUNICATIONS ADAPTOR WITH TWO RJ45 COUPLER MODULES PRE-TERMINATED PATCH CABLE ROUTED THROUGH TROUGH AND INTO WIREMOLD CEILING
Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street
Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number
Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417
Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement
Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 3" = 1'-0" TC4.01 29313.00
11/30/18 TELECOM - RISER DIAGRAM & DETAILS 3" = 1'-0" 2 TELECOM - LAB BENCH DATA DETAIL # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 12/18/18 ADDENDUM 01 2
ueering.pdf
Architect Payette Associates Architects P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 Structural Engineer Simpson Grumpertz & Heger
41 Seyong Street, Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 CONFORMED
SET 01/23/2019 PROJECT NO. 20758.00 RENOVATION OF OLIN HALL FOR CHEMICAL AND BIOMOLECULAR ENGINEERING -PHASE 1 Code Consultant Hastings Consulting Inc. 142 Hanlon Road Hollister, MA
01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600
Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Civil Engineer T.G. Miller 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 PHASE 1