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Home My WebLink AboutGuthrie Ithaca MOB - Final Bidding and Permit Set - STAMPED101 W1 1A A-300 1 SIM OFFICE 100 150 SF N Spot Elevation Building Section: Wall Section: Interior Elevations: Room Name & Number: Door Number: Window Number: Wall/Partition Type: + 200'-0" Enlarged Detail or Plan North Arrow Section Detail: Exterior Elevations: 1 A-101 A-101 1 1 A-101 1 A-101 1 A-101 1 A-101 Brick Concrete Masonry Units Rigid Insulation Concrete Earth Steel Sand or Gyp. Bd. Batt Insulation Dimensional Lumber Non-Dimensional Lumber Crushed Stone or Gravel Finished Wood Stone Aluminum E-103 THIRD FLOOR PLAN - POWER & SYSTEMS E-201 FIRST FLOOR PLAN - LIGHTING E-202 SECOND FLOOR PLAN - LIGHTING E-203 THIRD FLOOR PLAN - LIGHTING E-204 ROOF PLAN - ELECTRICAL E-401 ENLARGED PLANS - POWER AND SYSTEMS E-402 ENLARGED PLANS - PROCEDURE ROOMS - ELECTRICAL E-501 RISERS - ELECTRICAL E-502 RISERS - ELECTRICAL E-503 RISERS - ELECTRICAL E-504 SCHEMATICS - ELECTRICAL E-505 SCHEMATICS - ELECTRICAL E-506 SCHEMATICS - ELECTRICAL E-601 SCHEDULES - ELECTRICAL E-602 SCHEDULES - ELECTRICAL E-603 SCHEDULES - ELECTRICAL E-604 SCHEDULES - ELECTRICAL E-605 SCHEDULES - ELECTRICAL E-606 SCHEDULES - ELECTRICAL E-607 SCHEDULES - ELECTRICAL E-901 DETAILS - ELECTRICAL E-902 DETAILS - ELECTRICAL E-903 DETAILS - ELECTRICAL E-904 DETAILS - ELECTRICAL A-513 EXTERIOR SECTION DETAILS A-600 DOOR DETAILS A-601 DOOR SCHEDULE A-602 DOOR SCHEDULE A-603 WINDOW SCHEDULE A-700 FINISH SCHEDULE A-701 FINISH SCHEDULE CONTINUED A-702 FIRST FLOOR FINISH PLAN A-703 SECOND FLOOR FINISH PLAN A-704 THIRD FLOOR FINISH PLAN A-710 FIRST FLOOR WALL PROTECTION PLAN A-711 SECOND FLOOR WALL PROTECTION PLAN A-712 THIRD FLOOR WALL PROTECTION PLAN A-800 FIRST FLOOR FURNITURE PLAN A-801 SECOND FLOOR FURNITURE PLAN A-802 THIRD FLOOR FURNITURE PLAN FIRE PROTECTION F-000 GENERAL NOTES AND SYMBOLS FIRE PROTECTION F-101 FIRST FLOOR PLAN - FIRE PROTECTION F-102 SECOND FLOOR PLAN - FIRE PROTECTION F-103 THIRD FLOOR PLAN - FIRE PROTECTION F-400 ENLARGED PLANS - FIRE PROTECTION F-700 DETAILS - FIRE PROTECTION PLUMBING P-000 GENERAL NOTES, SYMBOLS AND SCHEDULES - PLUMBING P-101 FOUNDATION PLAN - PLUMBING P-102 FIRST FLOOR PLAN - PLUMBING P-103 SECOND FLOOR PLAN - PLUMBING P-104 THIRD FLOOR PLAN - PLUMBING P-105 ROOF FLOOR PLAN - PLUMBING P-400 ENLARGED PLANS - PLUMBING P-700 DETAILS - PLUMBING P-701 DETAILS - PLUMBING MECHANICAL H-000 GENERAL NOTES, LEGENDS AND SYMBOLS - HVAC H-100 FOUNDATION PLAN - PIPING - HVAC H-101 FIRST FLOOR PLAN - HVAC - DUCTWORK H-102 SECOND FLOOR PLAN - HVAC - DUCTWORK H-103 THIRD FLOOR PLAN - HVAC - DUCTWORK H-104 FIRST FLOOR PLAN - HVAC - PIPING H-105 SECOND FLOOR PLAN - HVAC - PIPING H-106 THIRD FLOOR PLAN - HVAC - PIPING H-107 ROOF PLAN - HVAC H-300 SECTIONS - HVAC H-301 SECTIONS - HVAC H-302 SECTIONS - HVAC H-303 SECTIONS - HVAC H-304 SECTIONS - HVAC H-400 ENLARGED HVAC H-600 SCHEDULES - HVAC H-601 SCHEDULES - HVAC H-602 SCHEDULES - HVAC H-603 SCHEDULES - HVAC H-604 SCHEDULES - HVAC H-700 DETAILS - HVAC H-701 DETAILS - HVAC H-702 DETAILS - HVAC H-800 FLOW DIAGRAMS - HVAC H-801 FLOW DIAGRAMS - HVAC H-802 FLOW DIAGRAMS - HVAC H-900 CONTROLS - HVAC H-901 CONTROLS - HVAC H-902 CONTROLS - HVAC H-903 CONTROLS - HVAC ELECTRICAL E-000 ELECTRICAL SYMBOLS E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES E-100 SITE PLAN - ELECTRICAL E-101 FIRST FLOOR PLAN - POWER & SYSTEMS E-102 SECOND FLOOR PLAN - POWER & SYSTEMS CODE G-100 CODE PLAN STRUCTURAL S-001 GENERAL NOTES & DESIGN LOADS S-002 SCHEDULE OF SPECIAL INSPECTIONS S-100 FOUNDATION PLAN S-101 SECOND FLOOR FRAMING PLAN S-102 THIRD FLOOR FRAMING PLAN S-103 ROOF FRAMING PLAN S-104 STAIR FRAMING PLANS S-105 ELEVATOR FRAMING PLAN S-106 CANOPY FRAMING PLAN AND DETAILS S-107 ENLARGED FRAMING PLANS AND DETAILS S-300 FOUNDATION DETAILS S-301 FOUNDATION DETAILS S-302 FOUNDATION DETAILS S-303 FOUNDATION DETAILS S-500 STRUCTURAL DETAILS S-501 FRAMING DETAILS S-502 STRUCTURAL DETAILS S-503 STRUCTURAL DETAILS S-600 BRACED FRAME ELEVATIONS AND DETAILS ARCHITECTURAL A-001 GENERAL NOTES AND PARTITION TYPES A-100 FIRST FLOOR PLAN A-101 SECOND FLOOR PLAN A-102 THIRD FLOOR PLAN A-103 ROOF PLAN A-110 FIRST FLOOR RCP A-111 SECOND FLOOR RCP A-112 THIRD FLOOR RCP A-200 EXTERIOR ELEVATIONS A-201 EXTERIOR ELEVATIONS A-300 WALL SECTIONS A-301 WALL SECTIONS A-302 WALL SECTIONS A-400 STAIR PLANS AND DETAILS A-401 LOBBY STAIR PLAN AND DETAILS A-402 ELEVATOR PLANS AND DETAILS A-410 ENLARGED FLOOR PLAN AND ELEVATIONS- RADIOLOGY/ CHECK-IN A-411 ENLARGED FLOOR PLAN AND ELEVATIONS- TYPICAL POD A-412 ENLARGED FLOOR PLAN AND ELEVATIONS- EXAM ROOMS A-413 ENLARGED FLOOR PLAN AND ELEVATIONS- PHYSICAL THERAPY A-414 ENLARGED FLOOR PLANS - ENDOSCOPY SUITE & CONFERENCE ROOM A-415 ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS - ENDOSCOPY SUITE A-416 ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS - ENDOSCOPY SUITE A-417 ENLARGED FLOOR PLAN - EYE CLINIC A-418 ENLARGED FLOOR PLANS AND ELEVATIONS - EYE CLINIC A-419 INTERIOR ELEVATIONS - CORRIDORS A-420 INTERIOR ELEVATIONS - CORRIDORS (CONT'D) A-421 INTERIOR ELEVATIONS A-422 ENLARGED FLOOR PLAN AND ELEVATIONS- TYPICAL STAFF AND PUBLIC TOILETS A-423 ENLARGED FLOOR PLANS AND ELEVATIONS - SECOND AND THIRD FLOOR STAFF TOILETS A-424 ENLARGED FLOOR PLANS AND ELEVATIONS - FIRST FLOOR PAT. TOILETS A-425 ENLARGED FLOOR PLANS AND ELEVATIONS - SECOND FLOOR PAT. TOILETS A-426 ENLARGED FLOOR PLANS AND ELEVATIONS - THIRD FLOOR PAT. TOILETS A-427 COLUMN DETAILS A-430 MILLWORK DETAILS A-431 CEILING DETAILS A-432 CANOPY PLAN, SECTIONS, AND DETAILS A-500 PLAN DETAILS A-512 EXTERIOR SECTION DETAILS ABBREVIATIONS MATERIALSSYMBOLS PROJECT NO.:ISSUE DATE:@ AT A.C.M. ALUMINUM COMPOSITE METAL A.C.T. ACOUSTICAL CEILING TILE A.F.F. ABOVE FINISHED FLOOR ALUM. ALUMINUM ANOD. ANODIZED ARCH. ARCHITECT APPROX. APPROXIMATE BSMT. BASEMENT BLKG. BLOCKING BD. BOARD B.O. BOTTOM OF B.O.S. BOTTOM OF STEEL BLDG. BUILDING B.R.G. BANK RUN GRAVEL B.U.R. BUILT UP ROOFING CPT. CARPET CLG. CEILING C.B. CATCH BASIN C.M.U. CONCRETE MASONRY UNIT CONC. CONCRETE COL. COLUMN CLR. CLEAR CONT. CONTINUOUS C.G. CORNER GUARD C.T. CERAMIC TILE CENTER LINE DET. DETAIL DIA. DIAMETER DIM. DIMENSION DWG. DRAWING D.F. DRINKING FOUNTAIN DO. DITTO DR. DOOR DN. DOWN EA. EACH E.F. EXHAUST FAN ELEC. ELECTRIC(AL) EL. ELEVATION E.W.C. ELECTRIC WATER COOLER EQ. EQUAL ENG. ENGINEER EQUIP. EQUIPMENT E.W. EACH WAY EXT. EXTERIOR EXIST. EXISTING ETR EXISTING TO REMAIN EXP. EXPANSION E.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEM FIN. FINISH(ED) F.D. FLOOR DRAIN FTG. FOOTING FL. FLOOR(ING) F.E. FIRE EXTINGUISHER GA. GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GYP. (BD.) GYPSUM BOARD HCP. HANDICAPPED H.M. HOLLOW METAL HORIZ. HORIZONTAL HDWR. HARDWARE HDWD. HARDWOOD H.C. HOLLOW CORE HT. HEIGHT I.D. INSIDE DIAMETER I.M.P. INSULATED METAL PANEL INSUL. INSULATE(D)(ION) INT. INTERIOR INV. INVERT LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL L.V.T. LUXURY VINYL TILE MFR. MANUFACTURER MAX. MAXIMUM M..O. MEDIUM DENSITY OVERLAY M.H. MANHOLE M.O. MASONRY OPENING MIN. MINIMUM MECH. MECHANICAL NAT. NATURAL NIC. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIMENSION OPG. OPENING OPP. OPPOSITE O.T.S. OPEN TO STRUCTURE PT. PAINT PTD. PAINTED PLYWD. PLYWOOD P.T. PRESSURE TREATED PTN. PARTITION P.LAM. PLASTIC LAMINATE P.V.C. POLYVINYL CHLORIDE PLATE Q.T. QUARRY TILE R. RISER r. RADIUS REINF. REINFORCE(D)(ING) RM. ROOM R.D. ROOF DRAIN STD. STANDARD STL. STEEL SPEC. SPECIFICATION(S) S.S. STAINLESS STEEL SIM. SIMILAR S.C. SOLID CORE STOR. STORAGE S.A. STORM DRAIN STRUCT. STRUCTURAL T&G TONGUE AND GROOVE TYP. TYPICAL T. TREAD T.O. TOP OF T.O.B. TOP OF BEAM T.O.F. TOP OF FOOTING T.O.M. TOP OF MASONRY T.O.S. TOP OF STEEL T.O.W. TOP OF WALL U.N.O. UNLESS NOTED OTHERWISE V.T. VINYL TILE V.C.T. VINYL COMPOSITION TILE V.I.F. VERIFY IN FIELD VERT. VERTICAL V.W.C. VINYL WALL COVERING W/ WITH W/O WITHOUT W.W.M. WIRE WELDED MESH WD. WOOD W.F.F. WOOD FLOOR FINISH ISSUE DATE: DRAWING INDEX LC LP FINAL BIDDING AND PERMIT SET FINAL BIDDING AND PERMIT SETGUTHRIE ITHACA MEDICAL OFFICE BUILDING2018-02-07APRIL 17, 2020GUTHRIE ITHACA MEDICAL OFFICE BUILDING 720 WILLOW AVE ITHACA, NY 14850 APRIL 17, 2020 PROJECT LOCATION OWNER: DESIGN BUILDER: GUTHRIE MEDICAL GROUP ONE GUTHRIE SQUARE SAYRE, PA 18840 MEP ENGINEER: CIVIL ENGINEER: WELLIVER 250 NORTH GENESEE STREET MONTOUR FALLS, NY 14865 IBC ENGINEERING 3445 WINTON PL. SUITE 219 ROCHESTER, NY 14623 T.G. MILLER P.C. ENGINEERS & SURVEYORS 203 N. AURORA STREET ITHACA, NY 14850 LANDSCAPE ARCHITECT: WHITHAM PLANNING & DESIGN LLC 142 EAST STATE STREET, SUITE B ITHACA, NY 14850 ARCHITECT: STRUCTURAL ENGINEER: HBT ARCHITECTS 2 ELTON STREET ROCHESTER, NY 14607 ELWYN & PALMER CONSULTING ENGINEERS 213 E. SENECA STREET ITHACA, NY 14850 EXAM EXAM PATIENTCORRIDORPAT. TLT. EXAM EXAM LARGE EXAM CLEAN SUPPLY LARGE EXAM EXAM EXAM PAT. TLT. EXAM GENERAL STORAGE COFFEE LINEN HOLD. JAN.PATIENTCORRIDOREXAM EXAM EXAM PAT. TLT.PATIENTCORRIDOREXAM EXAM / PROCEDURE DATAELEC.SOILED PAT. TLT. TREATMENTSTORAGE TREATMENT TREATMENT CLEAN CHECK-IN MECHANICAL ROOM PUBLIC TLT. RECEIVING MED GAS PT GYM PAUSE PAUSEPUBLIC TLT STAIR ELEV. 3 ELEC CORRIDOR STAIR VESTIBULE ELEV. 1 ELEV. 2 COLLAB. ZONE CORRIDOR PATIENTCORRIDORCOLLAB. ZONE EXAM SOILED HAND THERAPY VEST. COLLAB. ZONE COLLAB. ZONE WORK MED/ POC WHEELCHAIR STORAGE MD WORK FB1 FB1FB1FB1 FB1FB1FB1FB1FB1FB1FB1FB1 FB1FB1 FB1FB1FB1FB1 FB1 FB1FB1 FB1FB1FB1FB1 FB1FB1 FB1 FB1FB1 FB1ETD: 111'ETD= 98' ETD= 158' E E ETD= 104'FB1FB1COLLAB. ZONE MED/ POC RECEPTION ADMINADMINWORK ULTRASOUND CHANGING MAMMOGRAPHY MAMMOGRAPHY WAITING MAMMOGRAPHY READING X-RAY CHANGING TECH WORK RADIOLOGY WAITING CHANGING X-RAY STAFF TLT. STAFF TLT.LOUNGE RAD.READINGRAD.READINGRAD.READINGSTAFF TLT.LACTATIONSUPPORT SERVICES MD WORK FECFECFECFECFECFEC FEC FECFB1CPT= 55'STAFF TLT. PAUSE STAFF LOUNGE MD LOUNGE STAIR PAUSE LARGE EXAM EXAMEXAM EXAMEXAM LARGE EXAM PAT. TLT. PAT. TLT. EXAMEXAM PUBLIC TLT. PUBLIC TLT. JAN.ELEV. 3 CLEAN SUPPLY COLLAB. ZONE COFFEE PATIENTCORRIDORAUDIOLOGY SOILED HOLDING ELEC.DATA EXAM/ PROCEDURE CORRIDOR CONSULT CLEAN SUPPLY LARGE EXAM EXAM EXAM PAT. TLT. EXAM EXAM/ PROCEDURE SOILED HOLDING COFFEE PATIENTCORRIDORSTAIR ELEV. 1 ELEV. 2 COLLAB. ZONE STAFF TLT. STAFF TLT.WORKSTATIONS COLLAB. ZONE COLLAB. ZONE MED/ POC MD WORK MD WORK CATARACT DIAG. EXAM LASER DIAG. EXAM EYE EXAM EYE EXAM EYE EXAM EYE EXAM MECHANICAL ROOM CORRIDORFB1 FB1FB1FB1 FB1FB1FB1 FB1 FB1FB1 FB1FB1FB1FB1FB1FB1FB1FB1 FB1 FB1FB1 FB1 FB1 FB1FB1FB1 FB1 FB1FB1PAUSE CORRIDOR VEST. E E DEAD END= 29'ETD= 144'ETD= 77' ETD= 143' MED/ POC OPTICAL CASHIER OPTICIAN STORAGEOFFICE CORRIDOR PRE-TESTPRE-TEST PAT. TLT. PAT. TLT.SUBWAITSUBWAITSTAFF COLLAB. VF DIAG. EXAM OCT DIAG. EXAM PHOTO. DIAG. EXAM EYE EXAM EYE EXAM EYE EXAM SOILED STORAGE EYE EXAM EYE EXAM STERILIZATION FECFECFECFEC FEC FECFECFEC FECSTAIR STAFF TLT. STAFF LOUNGE MD LOUNGE STAFF TLT. STAFF TLT. PUBLIC TLT. PUBLIC TLT. PAUSE PAUSE PAUSE JAN. ELEV. 3 MECHANICAL ROOM CONFERENCE VEST.STOR. CONSULT CONSULT PREP/ RECOV. PREP/ RECOV. PREP/ RECOV. PREP/ RECOV. PREP/ RECOV. PREP/ RECOV. MEN'S LOCKER PROCEDURE/ ENDOSCOPYPROCEDURE/ ENDOSCOPY WOMENS LOCKER PROCEDURE/ ENDOSCOPY VEST.STOR.E.S. SOILED WORK CLEAN SUPPLY MED NURSE STATION CORRIDOR LARGE EXAM CONSULT CLEAN SUPPLY EXAM EXAM PAT. TLT EXAM EXAM/ PROCEDURE DATAELEC SOILED HOLDING EXAM/ PROCEDURE EXAM PAT. TLT. EXAM EXAM LARGE EXAM PATIENTCORRIDORCOLLAB. ZONE PATIENTCORRIDORSTAFF TLT. PAT. TLT. PREP/ RECOV. PREP/ RECOV. PAT. TLT. SOILED CLEAN SCOPE STORAGE EQUIP/ SUPPLY STORAGE LAB CORRIDORWORK ROOM STAIRPAUSE CORRIDOR CORRIDOR EQUIP.EQUIP.COFFEE COFFEE ELEV. 1 ELEV. 2 MED/ POC WORKSTATIONS VEST. COLLAB. ZONE MD WORK FB1 FB1FB1FB1 FB1FB1FB1 FB1 FB1 FB1FB1FB1 FB1FB1 FB1FB1 FB1FB1FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1FB1FB1FB1FB1 FB1 FB1 FB1 FB1FB1 FB1 FB1FB1FB1 FB1FB1FB1FB1FB1FB1FB1FB1FB1E E DEAD END= 21'ETD= 78'ETD= 77' ETD= 143'DEAD END= 47' AMBULATORY CARE OCCUPANCY 5,976 SF FB1 FECFECFEC FECFECFEC FECFEC APPLICABLE CODES AND STANDARDS • 2017 NYS UNIFORM BUILDING CODE • 2015 INTERNATIONAL BUILDING CODE • 2015 INTERNATIONAL ENERGY CONSERVATION CODE • 2015 INTERNATIONAL PLUMBING CODE • 2015 INTERNATIONAL MECHANICAL CODE • 2015 INTERNATIONAL FIRE CODE • 2015 INTERNATIONAL FUEL GAS CODE • 2017 NYS UNIFORM CODE SUPPLEMENT • NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS, INCLUDING: • 2010 NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS • 2014 NFPA 70 – NATIONAL ELECTRICAL CODE • 2013 NFPA 72 – NATIONAL FIRE ALARM AND SIGNALING CODE • 2012 NFPA 101 - LIFE SAFETY CODE • 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ADA) • 10 NYCRR (TITLE 10) PARTS 711 AND 712 • 2018 FACILITY GUIDELINES INSTITUTE (FGI) GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES • ASHRAE STANDARD 170-2010 VENTILATION OF HEALTH CARE FACILITIES • 2012 NFPA LIFE SAFETY CODE PROJECT TYPE TOTAL AREA – BUILDING(ABOVE GRADE): 62,370 SQ. FT. (APPROX.) USE AND OCCUPANCY CLASSIFICATION IBC 304 GROUP B BUSINESS IBC 422 AMBULATORY CARE (PARTIAL 3RD FL ENDOSCOPY SUITE ONLY) IBC 422.2 SEPARATED - 1 HOUR FIRE PARTITION CONSTRUCTION CLASSIFICATION IBC 602.2 AND TABLE 601 TYPE IIB FIRE PROTECTION SYSTEMS IBC 903.2.2 SPRINKLERED BUILDING IBC 907.2.2 FIRE ALARM SYSTEM AND AUTOMATIC FIRE DETECTION WILL BE PROVIDED THROUGHOUT THE BUILDING. DISTANCE SEPARATIONS (IBC TABLE 602) EXTERIOR SEPARATION GREATER THAN OR EQUAL TO 10'-0" NO RATED EXTERIOR WALLS REQUIRED CODE REVIEW FIRE RESISTANCE RATINGS IBC TABLE 601 A. PRIMARY STRUCTURAL FRAME • COLUMNS • SUPPORTING MORE THAN 1 FLOOR 0 HOURS • SUPPORTING 1 FLOOR ONLY 0 HOURS • SUPPORTING ROOF ONLY 0 HOURS • BEAMS, GIRDERS, TRUSSES AND ARCHES • SUPPORTING MORE THAN 1 FLOOR 0 HOURS • SUPPORTING 1 FLOOR ONLY 0 HOURS • SUPPORTING ROOF ONLY 0 HOURS B. BEARING WALLS • EXTERIOR • SUPPORTING MORE THAN 1 FLOOR 0 HOURS • SUPPORTING 1 FLOOR ONLY 0 HOURS • SUPPORTING ROOF ONLY 0 HOURS • INTERIOR • SUPPORTING MORE THAN 1 FLOOR 0 HOURS • SUPPORTING 1 FLOOR ONLY 0 HOURS • SUPPORTING ROOF ONLY 0 HOURS C. NONBEARING WALLS AND PARTITIONS • EXTERIOR 0 HOURS • INTERIOR 0 HOURS D. FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOURS E. ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOUR F. INCIDENTAL USE AREAS • MECHANICAL ROOMS 1 HOUR OR AUTOMATIC SPRINKLER • WASTE AND LINEN COLLECTION ROOMS WITH CONTAINERS THAT HAVE AN AGGREGATE VOLUME OF 10 CF OR GREATER 1 HOUR • STORAGE ROOMS GREATER THAN 100 SF 1 HOUR CORRIDORS IBC TABLE 1020.1 • CORRIDOR WALLS 0 HOURS FIRE RESISTANCE RATING IF SPRINKLERED THROUGHOUT IBC TABLE 1020.2 • MIN CORRIDOR WIDTH 44" ALL LOCATIONS OTHER THAN BELOW • MIN CORRIDOR WIDTH 72" WHERE PATIENTS ARE INCAPABLE OF SELF-PRESERVATION (ENDOSCOPY SUITE) OCCUPANT LOAD IBC TABLE 1004.1.2 • BUSINESS OCCUPANCY 100 GSF/PERSON • OCCUPANT LOAD - FIRST FLOOR : 20,881 / 100 (GROUP B) = 209 OCCUPANTS • OCCUPANT LOAD - SECOND FLOOR : 20,810 / 100 (GROUP B) = 209 OCCUPANTS • OCCUPANT LOAD - THIRD FLOOR : 20,679 / 100 (GROUP B) = 207 OCCUPANTS MINIMUM NUMBER OF EXITS (IBC TABLE 1006.3.1) • OCCUPANT LOAD 500 OR LESS 2 EXITS CAPACITY OF STAIRS AND DOORS IBC 1005.3 • STAIRWAYS (SECTION 1011.1 STAIR NOT LESS THAN 44") 0.3” /OCC. (0.2 /OCC WITH SPRINKLERS) • OTHER EGRESS COMPONENTS 0.2” /OCC. (0.15 /OCC WITH SPRINKLERS) EXIT ACCESS, PASSAGEWAYS, AND CORRIDORS ALLOWED ACTUAL • MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 300’ (IBC TABLE 1017.2) 300' BUSINESS (NFPA 101 TABLE A.7.6) 200' AMBULATORY HEALTH CARE (NFPA 101 TABLE A.7.6) 158'-0" • MAX DEAD END:50’ (IBC 1020.4 and NFPA 101) 47'-0" • MAX COMMON PATH OF TRAVEL: 100’ (IBC TABLE 1006.2.1 and NFPA 101) 55'-0" IBC TABLE INTERIOR WALL AND CEILING FINISHES 803.11 NFPA 101 THE SAME • INTERIOR EXIT STAIRWAYS, RAMPS & EXIT PASSAGEWAYS B • CORRIDORS AND ENCLOSURE FOR EXIT ACCESS B STAIRWAYS AND RAMPS • ROOMS & ENCLOSED SPACES C ACCESSIBILITY ALL SPACES ARE TO BE FULLY ACCESSIBLE. AAAHC COMPLIANCE (ENDOSCOPY) ENDOSCOPY SUITE MUST COMPLY WITH NFPA 101 FOR AMBULATORY CARE OCCUPANCIES (CHAPTER 20) THE REST OF THE BUILDING MUST COMPLY WITH NFPA 101 FOR BUSINESS OCCUPANCIES (CHAPER 38) NFPA 101 20.1.3.2: OTHER OCC SHALL BE SEPARATED FROM AMBULATORY CARE BY 1-HOUR CONSTRUCTION. VERTICAL OPENING PROTECTION (SHAFTS): IBC 713.4 AND NFPA 101 20.3.1 REQUIRE 1-HOUR RATING FOR LESS THAN 4 STORIES. STRUCTURAL STEEL COLUMNS AND FLOOR FRAMING BEAMS SUPPORTING THE SECOND FLOOR AND THIRD FLOORS WILL BE SPRAY FIREPROOFED (1-HOUR) PER THIS REQUIREMENT OF NFPA-101 SEPARATING AMBULATORY HEALTH CARE OCCUPANCY FROM BUSINESS OCCUPANCY. THE STRUCTURE (COLUMNS AND ROOF FRAMING) ABOVE THE THIRD FLOOR WILL NOT BE FIRE-PROOFED. CODE PLAN LEGEND FEC E COMMON PATH OF TRAVEL DEAD END EXIT TRAVEL DISTANCE SMOKE PARTITION 1 HOUR FIRE BARRIER 2 HOUR FIRE BARRIER EXIT OR EXIT ACCESS FIRE EXTINGUISHER CABINET CPT = XX' DE = XX' ETD = XX' FB1 FB2 S IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: G-100 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP CODE PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/16" = 1'-0"1 FIRST FLOOR -CODE PLAN 1/16" = 1'-0"2 SECOND FLOOR -CODE PLAN 1/16" = 1'-0"3 THIRD FLOOR -CODE PLAN **FIRE EXTINGUISHERS ARE SHOWN PER IBC CODE REQUIREMENTS. VERIFY FINAL LOCATIONS AND QUANTITIES OF CABINETS WITH CITY OF ITHACA BEFORE ORDERING AND INSTALLING.** NUMBER DATE ISSUED BY DESCRIPTION 1.CONCRETE MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-13) AND "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1-13)" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2.MATERIALS: a.CONCRETE BLOCK: ASTM C90. MINIMUM NEW AREA COMPRESSIVE STRENGTH OF CMU = 2800 PSI. b.MORTAR: ASTM C270, TYPE S c.BOND BEAM AND CORE FILL: ASTM C476, COURSE OR FINE FILL, PLACED PER ACI 530.1 TABLE 7. MINIMUM COMPRESSIVE STRENGTH = 3000 PSI. d.JOINT REINFORCING: HOT DIPPED GALVANIZED FINISH, 9 GAGE MINIMUM SIDE WIRES AND CROSS WIRES, LADDER TYPE. e.BAR REINFORCING: ASTM A615 GRADE 60. f.WIRE, TIES AND ANCHORS: AS INDICATED. 3.VERTICAL REINFORCING: UNLESS OTHERWISE INDICATED, PROVIDE VERTICAL REINFORCING IN ALL CONCRETE MASONRY WALLS AS FOLLOWS: -(2) #5 WITHIN 16" OF EACH SIDE OF OPENINGS. -(1) #5 WITHIN 8" OF EACH SIDE OF CONTRACTION JOINTS -(1) #5 @ 4' O.C. HORIZONTAL SPACING TYPICAL ALONG WALLS. 4.REINFORCED MASONRY: WHERE VERTICAL BARS ARE TO BE GROUTED INTO CORES, THE FOLLOWING REQUIREMENTS APPLY: a.PROVIDE DOWELS FROM FOOTING, SAME SIZE AND SPACING AS WALL BARS, EMBEDDED INTO FOOTING 9 INCHES MIN. b.PROVIDE A CONTINUOUS VERTICAL CAVITY, AT LEAST 3"x4" IN SIZE, FREE OF MORTAR DROPPING. c.PROVIDE REBAR ALIGNMENT DEVICES AT A MAXIMUM SPACING OF 96 BAR DIAMETERS (MIN OF 2 PER BAR). d.AT SPLICES IN VERTICAL BARS, PROVIDE 48 DIAMETER LAP (24" LAP FOR #4 BAR; 30" LAP FOR #5 BAR). e.ALL REINFORCEMENT MUST BE INSTALLED AND SECURELY ANCHORED IN PLACE PRIOR TO PLACEMENT OF GROUT. f.MAXIMUM HEIGHT OF GROUT LIFT = 5'-0". g.ALL CMU's USED IN REINFORCED MASONRY SHALL BE TWO CELL UNITS. 6.PROVIDE 100% SOLID BEARING, MINIMUM 3 COURSES UNDER BEAMS, 2 COURSES UNDER LINTELS, AND ONE COURSE UNDER JOISTS, UNLESS DETAILED OTHERWISE. 7.FILL CORE SOLID AROUND ANCHOR BOLTS. 8.PROVIDE 100% SOLID BLOCKS OR SOLIDLY FILLED HOLLOW BLOCKS FOR AT LEAST 4" AROUND ALL EXPANSION BOLTS. 9.SET WELD PLATES IN BOND BEAMS AFTER THE GROUT IS PLACED, BUT WHILE IT IS STILL PLASTIC. 10.HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN ALL COURSES OF PIERS, COLUMNS, PILASTERS, AND IN THE STARTING COURSE ON FOOTINGS, AND WHEN ADJACENT TO CELLS OR CAVITIES TO BE REINFORCED OR FILLED WITH CONCRETE OR GROUT. SOLID UNITS TO BE LAID WITH FULL HEAD AND BED JOINTS. 11.PROVIDE JOINT REINFORCING AT 16" VERTICAL SPACING. 12.LAP JOINT REINFORCING 6" MIN. 13.WHERE MASONRY UNITS ARE USED ABOVE HOLLOW UNITS OF A DIFFERENT THICKNESS, PROVIDE A CONTINUOUS COURSE OF 100% SOLID MASONRY AT LEAST 8" HIGH BELOW TRANSITION. 14.CONSTRUCTED WALLS ARE LATERALLY UNSTABLE AND MUST BE SHORED OR BRACED UNTIL THEY ARE COMPLETELY CONSTRUCTED AND THE MORTAR HAS CURED. 15.SITE TOLERANCES -ERECT MASONRY WITHIN THE TOLERANCES PROVIDED IN ACI 530.1.3.3 G AND THE PROJECT SPECIFICATION. 16.WINDOW AND DOOR OPENING HEADERS TO BE REINFORCED MASONRY LINTEL BLOCK HEADERS. SEE HEADER SCHEDULE. CONCRETE MASONRY NOTES 1.CONCRETE SHALL BE AS FOLLOWS: STRENGTH MAX AGG AIR MAX W/CFOOTINGS3000 PSI 1.5"NONE 0.5 INTERIOR SLABS 3500 PSI 1.5"NONE 0.5 EXTERIOR SLABS 5000 PSI 1.5"6%±1.5% 0.40 INT ELEVATED SLABS ON METAL DECK 3500 PSI 1.5"NONE 0.5 (LIGHTWEIGHT CONCRETE) FOUNDATION WALLS 4500 PSI 3/4"6%±1.5%0.40PIERS4500 PSI 3/4"6%±1.5%0.40 GRADE BEAMS & PILE CAPS 4500 PSI 3/4"NONE 0.45 2.ALL CONCRETE TO CONTAIN WATER REDUCING ADMIXTURE. 3.CEMENT TO BE TYPE 1 PORTLAND CEMENT. FLY ASH OR BLAST FURNACE SLAG SHALL BE USED IN COMBINATION WITH PORTLAND. 4.FINE AND COARSE AGGREGATE SHALL BE FROM AN APPROVED NYSDOT SOURCE AS LISTED ON THE NYSDOT WEBSITE WWW.DOT.NY.GOV. IF THE AGGREGATE HAS THE POTENTIAL FOR ALKALI SILICA REACTION (ASR) AS LISTED IN THE DOT WEBSITE THE PORTLAND CEMENT USED IN THE MIXMUST BE LOW ALKALI (TOTAL ALKALI<0.7%) OR THE MIX MUST INCLUDE MIN 20% FLY ASH OR GGBFS. 5.SEE SPECIFICATION FOR ADDITIONAL INFORMATION. 6.REINFORCING STEEL SHALL CONFORM TO ASTM A-615-60 GRADE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 7.ALL REINFORCING STEEL SHALL HAVE CONCRETE COVER AS FOLLOWS: -CONCRETE CAST AGAINST FORMS 2" -CONCRETE CAST AGAINST EARTH 3" -SLABS -1.5" MIN 8.SEE REBAR LAP LENGTH SCHEDULE FOR BAR LAP LENGTHS. 9.CURE ALL EXPOSED CONCRETE USING SUPERVISED WET CURE OR AN APPROVED CURING COMPOUND. IF A CURING COMPOUND IS USED, PROVIDE CERTIFICATION THAT THE CURING COMPOUND IS COMPATIBLE WITH FLOOR COVERINGS AND ADHESIVES. 10.EXTERIOR ENTRY SLABS TO RECEIVE A LIGHT BROOM FINISH. TEXTURE TO BE APPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE. 11.PROVIDE ALL TIE BARS, SPACER BARS, CHAIRS AND ACCESSORIES. 12.VERIFY SIZE AND LOCATION OF ALL OPENINGS IN CONCRETE FOUNDATION WALLS AND FOOTINGS. 13.ALL PENETRATIONS THROUGH STRUCTURAL SLABS, WALLS, AND FOOTINGS SHALL BE SLEEVED OR CHASED. CORE-DRILLING OF SLABS, WALLS, AND FOOTINGS IS NOTPERMITTED. 14.INTERIOR SLAB FINISH TO BE HARDENED STEEL TROWEL FINISH. SEE ARCH DRAWINGS FOR FLOOR FINISHES 15.PROVIDE CONTRACTION JOINTS IN SLABS ON GRADE AS SHOWN . SEE SLAB ON GRADE DETAIL FOR JOINTING INSTRUCTIONS. SAW-CUT CONTRACTION-JOINTS WITHIN 4 HRS Of FINAL FINISH USING THE EARLY ENTRY DRY-CUT SAW METHOD. 16.ALL SAW-CUT & FORMED JOINTS IN SLAB ARE TO BE FILLED WITH A POLY-UREA BASED JOINT FILLER.ALLOW SLABS TO CURE 30 DAYS MIN BEFORE FILLING JOINTS. REINFORCED CONCRETE NOTESOCCUPANCY CLASSIFICATION......................BUSINESS OCCUPANCY CATEGORY............................... II MINIMUM DESIGN LOADS PER BUILDING CODE OF NEW YORK STATE (NYSBC) 2015. LOAD COMBINATIONS............NYSBC 1605.2 OR 1605.3 MIN FLOOR LIVE LOADS (1607): UNIFORM CONCENTRATED PUBLIC ROOMS AND CORRIDORS SERVING THEM. . . . . . .STAIRS AND EXITS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OFFICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROOF LIVE LOADS (1607.11.2): MIN ROOF LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROOF SNOW LOAD (1608): GROUND SNOW LOAD Pg. . . . . . . . . . . . . . . . . . . . . . . . . . . FLAT-ROOF SNOW LOAD Pf . . . . . . . . . . . . . . . . . . . . . . . . SLOPED ROOF FACTOR . . . . . . . . . . . . . . . . . . . . . . . .SNOW EXOSURE FACTOR Ce. . . . . . . . . . . . . . . . . . . . . . SNOW IMPORTANCE FACTOR Is. . . . . . . . . . . . . . . . . . . . THERMAL FACTOR Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SNOW DRIFT LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNBALANCED SNOW LOADS . . . . . . . . . . . . . . . . . . . . . . WIND LOAD (1609): BASIC DESIGN WIND SPEED. . . . . . . . . . . . . . . . . . . . . . . WIND IMPORTANCE FACTOR Iw . . . . . . . . . . . . . . . . . . . . BUILDING CATEGORY (ASCE 1-1) . . . . . . . . . . . . . . . . . . WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INTERNAL PRESSURE COEFF . . . . . . . . . . . . . . . . . . . . . EXT COMP & CLADDING PRESSURE (1609.1.1 & ASCE 7-10) BUILDING DESIGN LOADS AREA 10 SF 50 SF 100 SF NEGATIVE ZONE 1 NEGATIVE ZONE 2 NEGATIVE ZONE 3 POSITIVE ALL ZONES OVERHANG ZONE 1&2 OVERHANG ZONE 3 -27.5 -46.2 -69.5 16.0 -39.7 -65.3 -25.9 -34.8 -41.8 16.0 -38.0 -32.7 -25.2 -29.9 -29.9 16.0 -37.3 -18.7 SURFACE PRESSURE (PSF)ROOF AREA 10 SF 100 SF 500 SF NEGATIVE ZONE 4NEGATIVE ZONE 5 POSITIVE ZONES 4 & 5 -27.3-33.6 25.2 -23.6-26.2 21.5 -21.0-21.0 18.9 SURFACE PRESSURE (PSF)WALL 100 PSF 100 PSF 300# 65 PSF 20 PSF 40 PSF 31 PSF1.0 1.0 1.0 1.1 PER ASCE 7-10 PER ASCE 7-10 115 MPH (2015 CODE BASIS) 1.0II B +/-0.18 AREA 10 SF 100 SF 500 SF CASE A:INTERIOR ZONE CORNER ZONE CASE B:INTERIOR ZONE CORNER ZONE 63.2 86.6 -44.3 -50.6 43.1 43.1 -36.8 -39.4 40.5 40.5 -31.6 -31.6 SOLID PARAPET PRESSURE (PSF)PARAPET EARTHQUAKE DESIGN DATA (1613): SEISMIC IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . . OCCUPANCY CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . SPECTRAL RESPONSE ACCELERATION, Ss . . . . . . . SPECTRAL RESPONSE ACCELERATION, SI . . . . . . SPECTRAL RESPONSE COEF SDS . . . . . . . . . . . . . . . . SPECTRAL RESPONCE COEF SDI . . . . . . . . . . . . . . . . .SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC DESIGN CETEGORY . . . . . . . . . . . . . . . . . . . . . BASIC SEISMIC -FORCE -ORDINARY STEEL CONCENTRICALLY BRACED FRAMES AND ORDINARY STEEL MOMENT FRAMES. V = .065W SEISMIC RESPONSE COEFFICIENT Cs. . . . . . . . . . . . . . RESPONSE MODIFICATION FACTOR R. . . . . . . . . . . . . . ANALYSIS PROCEDURE. . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0 II 12.6 %g 5.6 %g 0.134 0.09 EB 0.065 3.25EQUIVALENT LATERAL FORCE (ASCE) FOUNDATION DESIGN NET ALLOWABLE SOIL BEARING PRESSURE (PSF) GRADE BEAMS ON PILES PILE FOUNDATION SYSTEM FROST PROTECTION-42'' MIN FOUNDATION SYSTEM 18" BAR LAP LENGTHS IN CMU WITH f'm = 1,900 psi (1) BAR AT CENTER OF 6" CMU CORE OR BOND BEAM LOCATION (1) BAR AT CENTER OF 8" CMU CORE OR BOND BEAM (1) BAR AT CENTER OF 12" CMU CORE OR BOND BEAM (2) BARS IN 8" CMU CORE LOCATED 5" FROM EACH FACE SHELL (2) BARS IN 12" CMU CORE LOCATED 9" FROM EACH FACE SHELL (2) BARS IN 8", 10", 12" CMU BOND BEAM (SEE NOTE BELOW) #4 #5 #6 28"53" 18"22"38" 34"22"18" 24"39"79" 19"30"57" 64"35"22" MASONRY REINFORCING SPLICE SCHEDULE GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION. 2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE. 3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES. 4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION. 5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. TYPICAL POURSTOP SCHEDULE (4 1/2" SLAB) OVERHANG (INCHES)TYP (GAGE) 0 1 2,3 4,5 6-9 10 -12 20 18 16 14 12 10 * PROVIDE BENT PLATE FOR OVERHANG EXCEEDING 11" -SEE PLANS AND DETAILS GENERAL COLD FORMED METAL FRAMING NOTES INSTALLATION: 1. INSTALLATION SHALL BE IN ACCORDANCE W/ STEELSTUD MANUFACTURERS ASSOCIATION (SSMA) ICBO ER-4943P PRINTED INSTRUCTIONS AND RECOMMENDATIONS. 2. TEMPORARY BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. DO NOT REMOVE BRACING UNTIL WORK IS PERMANENTLY STABILIZED. 3. PRODUCTS MANUFACTURED BY SSMA MEMBERS ARE FORMED FROM STEEL WITH A MINIMUM YIELD STRESS OF 33 OR 50 KIPS PER SQUARE INCH (KSI). DESIGN 4. PROVIDE COLD FORMED STRUCTURAL METAL FRAMING CONTRACTOR'S DESIGN ENGINEER'S CALCULATIONS DEMONSTRATING THAT THE COLD FORMED FRAMING SYSTEM WILL COMPLY WITH THE PERFORMANCE REQUIREMENTS OF THIS SECTION AND THE CONTRACT DRAWINGS. MATERIALS: 5. ALL LIGHT GAGE FRAMING MEMBERS SHALL BE MANUFACTURED FROM STEEL THAT MEETS THE REQUIREMENTS OF AISI SPECIFICATIONS. LATEST EDITION. 6. ALL STUDS AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A HOT-DIPPED. GALVANIZED COATING PER ASTM A653 AND C955. MINIMUM G60 COATING. CONNECTIONS: 7. FASTENER PENETRATION THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THREE EXPOSED THREADS. MINIMUM SPACING AND EDGE DISTANCE OF SCREW FASTENERS SHALL NOT BE LESS THAN 3/8". 8. ALL CLIP ANGLES SHALL MATCH STUD GAGE UNLESS OTHERWISE NOTED. LOAD BEARING MEMBERS: (JOIST, RAFTERS AND AXIALLY LOADED STUDS) 9. BOTH FLANGES OF STUDS MUST BE ATTACHED TO TRACK MEMBERS @ TOP & BOTTOM. 10. ALL AXIALLY LOADED MEMBERS SHALL BE ALIGNED VERTICALLY TO ALLOW FOR FULL TRANSFER OF LOADS DOWN TO THE FOUNDATION. 11. LOAD BEARING MEMBERS SHALL BEAR SQUARELY AND TIGHTLY IN "THEIR TRACKS. PROVIDE AT LEAST 10 INCHES OF UNPUNCHED STEEL AT BEARING POINTS. 12. STUD LATERAL BRIDGING REQUIREMENTS FOR WALLS SUBJECT TO AXIAL LOADING -BRIDGING MAY BE PROVIDED BY ANY ONE OF THE FOLLOWING: A. 1 1/2” COLD ROLLED U-CHANNEL ATTACHED W/ CLIPS AND NO. 6 SCREWS {SPACING AS REQUIRED) (6" WIDE STUDS. MAX.) B. 2" X 20 GAGE FLAT STRAPPING APPLIED TO BOTH STUD FACES WITH ONE BAY OF SOLID BLOCKING EVERY 10' (SPACING AS REQUIRED). C. SPAZZER BAR 5400 BRIDGING RUNNING THROUGH STUDS THEN TWIST LOCKING (SPACING AS REQUIRED) (6" WIDE STUDS. MAX.) NON-LOAD BEARING STUD MEMBERS: (CURTAINWALL.) 1. STUD LATERAL BRIDGING REQUIREMENTS FOR WALLS SUBJECT TO WIND LOADING ONLY: A. SHEATH WALLS ON BOTH SIDES OR, USE SPAZZER BAR AT 4'-0" O.C. VERTICALLY. B. PROVIDE SPAZZER BAR WITHIN 12" OF TOP OF STUDS WHERE DEFLECTION TRACK IS USED. C. 1 1/2" COLD ROLLED U-CHANNEL ATTACHED W/ CLIPS AND NO. 6 SCREWS (SPACING AS REQUIRED) (6" WIDE STUDS. MAX.) D. 2" X 20 GAGE FLAT STRAPPING APPLIED TO BOTH STUD FACES WITH ONE BAY OF SOUD BLOCKING EVERY 10' (SPACING AS REQUIRED). 1.THE STRUCTURAL STEEL FRAME AS DESIGNED IS A NON-SELF-SUPPORTING STEEL FRAME. COORDINATE THE ERECTION WITH THE INSTALLATION OF OTHER BUILDING ELEMENTS REQUIRED FOR THE STRUCTURE'S STABILITY. THESE ELEMENTS INCLUDE SLABS, METAL DECK, MASONRY WALLS, AND CONCRETE WALLS. PROVIDE AND MAINTAIN TEMPORARY SHORING AND BRACING UNTIL THESE OTHER BUILDING ELEMENTS ARE COMPLETELY INSTALLED AND CURED. 2.STRUCTURAL STEEL WIDE-FLANGE SECTIONS SHALL COMPLY WITH ASTM A572 OR ASTM A992 (Fy=50 KSI). 3.STRUCTURAL STEEL TUBE SECTIONS SHALL COMPLY WITH ASTM A500, (Fy=46 KSI). 4.ALL OTHER STRUCTURAL SHAPES SHALL COMPLY WITH ASTM A 36 (Fy=36 KSI). 5.SHOP CONNECTIONS SHALL BE 3/4" DIAMETER A325 OR A490 HIGH STRENGTH BOLTED OR WELDED. (UNLESS OTHERWISED NOTED) 6.FIELD CONNECTIONS SHALL BE 3/4" DIAMETER A325 OR A490 HIGH STRENGTH BOLTED OR WELDED UNLESS OTHERWISE NOTED. FIELD BOLTED CONNECTIONS SHALL BE SHEAR/BEARING CONNECTIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS. SHEAR BEARING CONNECTIONS SHALL BE INSTALLED TO THE SNUG TIGHT CONDITION. 7.PROVIDE ANGLE FRAMES AROUND ALL FLOOR AND ROOF OPENINGS WITH A DIMENSION OF 1'-0" IN ANY DIRECTION ON ROOF AREAS FRAMED IN STEEL. COORDINATE SIZE AND LOCATION WITH MECHANICAL CONTRACTOR. 8.STEEL FLOOR AND ROOF DECK SHALL BE MANUFACTURED TO THE SPECIFICATIONS OF THE STEEL DECK INSTITUTE. SEE THE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. PROVIDE A COMPLETE STEEL DECK SYSTEM WITH ALL POUR STOPS, END CLOSURE STRIPS AND OTHER ACCESSORIES. DO NOT SUBMIT STEEL ROOF AND FLOOR DECK DRAWINGS FOR REVIEW UNTIL STEEL ERECTION PLANS HAVE BEEN SUBMITTED AND APPROVED. 9.THE ANCHOR BOLT PLANS AND STRUCTURAL STEEL ERECTION DRAWINGS SHALL BE SUBMITTED AND REVIEWED PRIOR TO SUBMITTING FABRICATION DETAIL DRAWINGS, JOIST DRAWINGS OR DECK DRAWINGS. 10.SEE DRAWINGS AND SPECIFICATIONS FOR STEEL FINISH REQUIREMENTS. ALL STEEL TO BE PRIMED EXCEPT STEEL TO BE FIREPROOFED. STEEL TO BE FIREPROOFED TO BE UNFINISHED. STRUCTURAL STEEL NOTES 1.FOUNDATION DESIGN CRITERIA IS BASED ON AN SUBSURFACE INVESTIGATION REPORT PREPARED ELWYN AND PALMER CONSULTING ENGINEERS, PLLC REPORT DATED APRIL, 2019. 2.FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO FILL OR CONCRETE PLACEMENT. 3.CLEAR, GRUB, AND STRIP TOPSOIL AND REMOVE SIGNIFICANT ROOT STRUCTURES WITHIN NEW BUILDING AREAS. REMOVE ANY REMNANTS OF ANY EXISTING STRUCTURES ENCOUNTERED FROM WITHIN THE NEW BUILDING FOOTPRINT.4. IN AREAS WHERE FILL IS REQUIRED, COMPACT SUBGRADE BEFORE PLACING FILL WITH A SELF- PROPELED ROLLER WEIGHING AT LEAST 10,000 LBS. SOFT OR UNCOMPACTABLE AREAS SHOULD BE EXCAVATED AND REPLACED WITH GRANULAR STRUCTURAL FILL APPROVED BY THE ENGINEER, THE STRUCTURAL FILL SHOULD BE PLACED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D1557. 5.ALL EXCAVATION SHOULD BE PERFORMED IN ACCORDANCE WITH ALL OSHA AND OTHER APPLICABLE SAFETY STANDARDS. 6.ALL BACKFILL TO BE PLACED IN 8" MAX. LAYERS AND COMPACTED TO AT LEAST 93% OF ITS MAX. MODIFIED PROCTOR DRY DENSITY FOR FILL BENEATH FOOTINGS AND FLOOR SLABS, ADJACENT TO FOUNDATIONS AND OVER FOUNDATIONS. 7. USE VIBRATORY COMPACTION EQUIPMENT W/ STATIC WEIGHT NOT GREATER THAN 12 TONS. 8.FOUNDATION EXCAVATIONS SHALL BE CUT TO FINAL GRADE AND FOUNDATIONS CONSTRUCTED AS SOON AS POSSIBLE TO MINIMIZE POTENTIAL DAMAGE TO BEARING SOILS. ALL EXCAVATIONS SHALL BE KEPT DRY BY PUMPS, IF NECESSARY UNTIL ALL UNDERGROUND CONSTRUCTION IS COMPLETE. 9.LOOSENED BEARING SOILS SHALL BE RECOMPACTED WITH A SMALL VIBRATORY PLATE COMPACTOR PRIOR TO PLACEMENT OF REINFORCING BARS.10.ALL BACKFILL SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF FOUNDATION WALLS UNTIL THE FINAL ELEVATION IS ACHIEVED. VARIATIONS SHALL NOT EXCEED 2'-0" BETWEEN BACKFILL ELEVATIONS ON EITHER SIDE WITHOUT ENGINEER'S APPROVAL. 11.PROVIDE 10 MIL POLY VAPOR BARRIER MEETING OR EXCEEDING REQUIREMENTS OF ACI 302 AND ASTM E1745, CLASS A VAPOR BARRIERS, UNDER SLAB-ON-GRADE. 12.ALL EXTERIOR FOUNDATIONS SHALL BEAR A MINIMUM OF 42 INCHES BELOW FINISH GRADE FOR FROST PROTECTION. 13.SEE EARTHWORK SPECIFICATION FOR ACCEPTABLE STRUCTURAL FILL. 14.SUBMIT SIEVE ANALYSIS AND MODIFIED PROCTOR TEST RESULTS OF PROPOSED STRUCTURAL FILL AND SLAB SUBBASE MATERIAL TO GEOTECHNICAL ENGINEER FOR APPROVAL BEFORE COMMENCING EARTHWORK. GEOTECHNICAL/FOUNDATION NOTES NOTES:1.THE ABOVE TABLE APPLIES TO GRADE 60 DEFORMED BARS. 2.CLEAR SPACING BETWEEN BARS SHALL BE NOT LESS THAN 2 BAR DIAMETERS. IF CLEAR BAR SPACING IS LESS THAN 2 BAR DIAMETERS, MULTIPLY THE ABOVE LAP LENGTHS BY 1.5. 3.FOR EPOXY COATED BARS, MULTIPLY THE ABOVE LAP LENGTHS BY 1.2 FOR CLEAR SPACING BETWEEN BARS GREATER THAN 6 BAR DIAMETERS, OR 1.5 IF CLEAR SPACING IS LESS THAN 6 BAR DIAMETERS. FOR WALLS, SLABS, FOOTINGS & BEAMS CONCRETE STRENGTH, PSI BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 FOR PIERS & COLUMNS 3000 3500 4000 4500 5000 ALL CONCRETE 1'-11" 2'-4" 2'-10" 4'-1" 4'-8" 5'-3" 6'-11" 1'-5" 1'-9" 2'-2" 2'-7" 3'-9" 4'-4" 4'-10" 5'-6" 1'-4" 1'-8" 2'-0" 2'-5" 3'-7" 4'-1" 4'-7" 5'-2" 1'-3" 1'-7" 1'-11" 2'-4" 3'-4" 3'-10" 4'-4" 4'-10" 1'-2" 1'-6" 1'-10" 2'-2" 3'-2" 3'-7" 4'-1" 4'-7" 1'-1" 1'-3" 1'-7" 1'-11" 2'-2" 2'-6" 2'-10" 3'-2" 1'-0" CONCRETE REINFORCING SPLICE SCHEDULE @..................AT ADD'L........ADDITIONAL ADJUS.......ADJUSTMENT ARCH.........ARCHITECTURAL OR ARCHITECT BCX...........BOTTOM CHORD EXTENTION B.O............BOTTOM OFBS.............BOTH SIDES OR BRICK SHELF BP.............BEARING PLATE BRG...........BEARING CL...............CENTER LINE CFMF.........COLD FORMED METAL FRAMINGCJ.............CONTROL JOINT CMA..........COLUMN MASONRY ANCHOR CMU...........COLUMN MASONRY UNIT COL...........COLUMN CONT.........CONTINUOUS CONC.........CONCRETE DIA ............DIAMETER DO.............DITTO -REPEAT PREVIOUS DWG..........DRAWING DWGS........DRAWINGSE-W...........EAST-WEST OR EACH WAYEA.............EACH EC.............ELECTRICAL WORK PRIME CONTRACTOR ELEV.........ELEVATION EMBED.......EMBEDMENT EOD...........EDGE OF DECK EOJ...........END OF JOIST EOS...........EDGE OF SLAB EQ.............EQUAL ES.............EACH SIDE EXG...........EXISTINGEXP...........EXPANSION EXT...........EXTERIOR FD.............FLOOR DRAIN FF..............FINISHED FLOOR FIN FLR.....FINISHED FLOOR FNDN.........FOUNDATION FP..............FLOOR PENETRATION FS.............FOOTING STEP OR FAR SIDE FTG............FOOTING GA.............GAGEGALV.........GALVANIZED GC.............GENERAL TRADES PRIME CONTRACTOR H OR HOR... HORIZONTAL HC.............HVAC PRIME CONTRACTOR HP.............HIGH POINT INFO...........INFORMATIONINT.............INTERIOR K................KIPS KB..............KNEE BRACE KSI.............KIPS PER SQUARE INCH L................ANGLE LLBB..........LONG LEG BACK-TO-BACK LLH............LONG LEG HORIZONTAL LLV............LONG LEG VERTICALLMF............LIGHT GAGE METAL FRAMING MAX...........MAXIMUM MC.............MASONRY OPENING MIN............MINIMUM MECH.........MECHANICAL M.O............MASONRY OPENINGN-S............NORTH-SOUTH NS..............NEAR SIDE NTS............NOT TO SCALE NYSBC........NEW YORK STATE BUILDING CODE O.C.............ON CENTER PL OR P....PLATE PC..............PLUMBING WORK PRIME CONTRACTOR PROJ..........PROJECT PSF............POUNDS PER SQUARE FOOT PSI.............POUNDS PER SQUARE INCHREINF.........REINFORCEREQ'D.........REQUIRED RD.............ROOF DRAIN SCHED........SCHEDULE SECT..........SECTION SF..............SQUARE FOOT SIM............SIMILAR SL..............SLOPED SLBB..........SHORT LEG BACK-TOBACK SPEC'S.......SPECIFICATIONS SQ.............SQUARE STD...........STANDARD T/..............TOP OF TBR...........TO BE REMOVED TFE............TOP OF FOOTING ELEVATION T.O............TOP OF T.O.S.........TOP OF SLAB, STEP, OR STEELT.O.SLAB...TOP OF SLABTPE...........TOP OF PIER ELEVATION TWE...........TOP OF WALL ELEVATION UNO............UNLESS NOTED OTHERWISE V................VERTICAL VERT..........VERTICAL VIF.............VERIFY IN FIELD W.P............WORKING POINT WS.............WALL STEP W/..............WITH XB..............X-BRACE STRUCTURAL ABBREVIATIONS 1.STEEL PIPE PILES SHALL CONSIST OF 12"Ø (12.75" OD) MINIMUM AND .25" MINIMUM WALL THICKNESS STEEL PIPE PILES DRIVEN TO THE BEARING STRATA ESTIMATED PILE DEPTH IS 95' BELOW EXISTING GRADE AND THEN AS REQUIRED TO ACHIEVE THE REQUIRED CAPACITY. REFER TO THE GEOTECHNICAL REPORT IN THE PROJECT MANUAL FOR EXPECTED SUBSURFACE CONDITIONS. 2.PILES SHALL BE MIN ASTM A252 GRADE 2 OR 3 (45 KSI) STEEL. 3.PILES TO HAVE A 1/2" THICK WELDED TOP CLOSURE PLATE. 4.PILES SHALL HAVE A 3/4" THICK WELDED BOTTOM PLATE. 5.THE UPPER 20' OF EACH PILE IS TO BE EPOXY COATED FOR CORROSION PROTECTION. 6.PROVIDE ALL SURVEYING REQUIRED FOR FIELD STAKE-OUT AND DOCUMENTATION OF AS-BUILT CONDITIONS OF PILES. 7.COMPLY WITH THE CITY NOISE ORDINANCE. PILE DRIVING OPERATIONS SHALL BE PERMITTED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF TBD. 8.PILES SHALL DEVELOP AN ULTIMATE CAPACITY OF TWO TIMES THE REQUIRED DESIGN WORKING LOADCAPACITY PROVIDED IN THE DRAWINGS. DESIGN WORKING LOAD CAPACITY IS 80 KIPS (40 TONS). DESIGN REACTIONS SHOWN ON THE DRAWINGS ARE AT SERVICE LEVEL. 9.SUBMIT SHOP DRAWINGS AND COMPUTATIONS INCLUDING DETAILS OF EQUIPMENT AND PROCEDURES FOR PILE INSTALLATION INCLUDING BUT NOT LIMITED TO THE TYPE, SIZE AND CONFIGURATION OF THE PILE DRIVING EQUIPMENT, PILE IDENTIFICATION PLAN SHOWING THE PILE TYPE, PILE NUMBERING AND PROPOSED SEQUENCE OF PILE INSTALLATION, AND PILE DESIGN CALCULATIONS INCLUDING A FULL WEAP ANALYSIS. PILE DESIGN SUBMITTAL TO BE STAMPED BY A LICENSED NYS PROFESSONAL ENGINEER. 10.SUBMIT PROPOSED METHOD FOR SPLICING PILES, SHOULD A SPLICE BE REQUIRED. 11..PILE DRIVER TO MAINTAIN A PILE DRIVING LOG TO INCLUDE AS A MINIMUM a. SIZES, LENGTHS AND LOCATIONS OF PILES b. LOCATIONS AND TEST RESULTS FOR EACH TEST PILE (SEE BELOW) c. FINAL BASE AND TOP ELEVATIONS d. BLOW COUNTS 12.DO NOT DRIVE PILES UNTIL EXCAVATION OF AREA SURROUNDING PILES IS COMPLETED TO THE DESIGN GRADES INDICATED IN THE DRAWINGS. PLACE PILES FROM THE EXCAVATED WORKING ELEVATION. 13.NO CONCRETE SHALL BE PLACED UNTIL ALL PILE DRIVING HAS BEEN COMPLETED WITHIN A RADIUS OF 15'. 14.DO NOT COMMENCE PILE DRIVING OPERATIONS WITHOUT VERIFYING THAT THE VIBRATION MONITORING EQUIPMENT IS OPERATIONAL. REFER TO THE SPECIFICATION SECTION ON VIBRATION MONITORING IN THE PROJECT MANUAL. IF EXCESSIVE VIBRATION LEVELS ARE REACHED, IMMEDIATELY DISCONTIUE PILE DRIVING OPERATIONS. MODIFICATIONS TO PILE DRIVINGPROCEDURES MAY BE REQUIRED. 15.MAXIMUM VARIATION FROM VERTICAL: 1 IN 48. MAXIMUM VARIATION FROM CUT-OFF ELEVATION: 1", MAXIMUM OUT-OF-POSITION: 2". 16.PILES SHALL BE DYNAMICALLY LOAD TESTED TO VERIFY THAT THE REQUIRED PILE CAPACITY HAS BEEN ACHIEVED. • SUBMIT NAME AND QUALIFICATIONS OF THIRD PARTY TESTING COMPANY FOR APPROVAL. • TEST METHOD -ASTM D4945 -STANDARD TEST METHOD FOR HIGH-STRAIN DYNAMIC TESTING OF PILES. • TEST FREQUENCY. TEST A MINIMUM OF 8 PILES, AT THE FOLLOWING LOCATIONS; SOUTHWEST CORNER, SOUTHEAST CORNER, NORTHWEST CORNER, NORTHEAST CORNER, AND APPROXIMATE MIDDLE OF BUILDING.• SUBJECT PILES TO 2 TIMES THE UNFACTORED DESIGN LOAD PROVIDED IN THE DRAWINGS. • NOTIFY ENGINEER WITH MINIMUM 3 DAYS ADVANCE NOTICE OF THE FIRST PILE TESTING TO BE DONE. • PROVIDE A WRITTEN REPORT OF TEST RESULTS DOCUMENTING TEST EQUIPMENT USED, METHOD OF CALIBRATION AND RECORDING, LOCATIONS OF PILES TESTED, AND TEST RESULTS WITHIN TWO WEEKS FOLLOWING THE COMPLETION OF THE PILE TEST ACTIVITIES PILE AND PILE LOAD TEST NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-001 2018-02-07 APRIL 15, 2020 GENERAL NOTES & DESIGN LOADS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB NUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-002 2018-02-07 APRIL 15, 2020 SCHEDULE OF SPECIAL INSPECTIONS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB NUMBER DATE ISSUED BY DESCRIPTION 1 1 2 2 3 3 4 4 5 5 6 6 6.5 7 7 8 8 FF EE DD CC BB AA TRANSVERSE LONGITUDINALGB1 [-8"]GB2GB2GB2 GB3 GB2 GB2 GB2 GB2GB2 GB2 GB2GB2GB2GB2GB2 GB2GB2 GB2 GB2 GB3 GB3 GB3GB2GB1 [-8"] GB1 [-8"] GB1 [-8"] GB1 [-8"] GB1 [-8"] GB1 [-8"] GB1 [-8"] GB1 [-8"] GB1 [-8"] GB1 [-8"] GB1 [-8"] GB1 [-8"] GB1 [-8"]GB1 [-8"]GB1[-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1[-8"]GB1 [-8"]GB1 [-8"]GB1[-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1[-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1[-8"]GB1 [-8"]GB1 [-8"]GB1[-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"] GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"] GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"] GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"] GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"] GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"] GB1 [-8"]GB1 [-8"]GB1 [-8"]GB1 [-8"] 22' - 10"17' - 2"12' - 11 15/16"17' - 0 1/16"5' - 8 1/2"24' - 3 1/2" 4 7/16" 29' - 7 9/16"25' - 0"5' - 0"17' - 2"3' - 5"5' - 0"3"2' - 6"17' - 0"13' - 2"30' - 0"30' - 2"28' - 0"22' - 10"17' - 2"30' - 0"30' - 0"30' - 0"30' - 0"17' - 2" PC4 PC4 PC3 PC3 PC4 PC4 PC4 PC4 PC4 PC5 PC5 PC5 PC5 PC5 PC5 PC5 PC5 PC5 PC2 PC2 PC4 PC3 PC1 PC2 PC2 PC3 PC2 PC3 PC3 PC3 PC2 PC3 PC3 PC3 PC2PC3PC3PC3 PC3 PC2 PC4 PC4 PC4 PC4 PC1 PC1 PC2 PC1 GG HH 3.5 6 S-300 4.2 II 5.1 5.5 8 3/4" COORD W/ ELEV MFR 18' - 7 1/4" ±3' - 6 1/4"4' - 0 3/8"ELEV MFRCOORD W/1' - 1" CONC STEM 4" 8 S-300 8"6' - 6 5/8"21' - 5 3/8"1' - 8 5/8"4' - 3 3/8"17' - 2"1' - 8 5/8"1' - 0 5/8"8"4 5/8"FND WALL8"8"GB2GB2GB2GB3GB2 GB2 ELEVATOR SUMP PIT W/ COVER. COORD. LOCATION WITH ELEV. MFR. 1 S-303 8" ELEVATOR PIT SLAB 10' - 4"PC1 PC1 PC2 PC2 6 S-303 S-600 BRACED FRAME BF-1 ELEVATOR RAIL BRACKET SUPPORT POST BASE COORD POST LOCATION W/ ELEV. MFR. 4 S-105 6 S-300 7 S-300 7 S-300 7 S-300 7 S-300 7 S-300 7 S-300 8" ELEVATOR PIT SLAB P1GB1 PC1 PC1 GB2 GB28 S-300 7 S-300 P3 207K 212K P2 P1 175K 116K PC2 252K PC2 123K [-8"] PC2[-8"] [-8"] PC2[-8"] 168K 201K PC3 [-8"] [-8"] PC2[-8"] [-8"] PC2 8" Foundation Slab [-8"] 337K PC2 8" Foundation Slab [-8"] 201K220K PC2 [-8"] [-8"] 8" Foundation Slab PC2 8" Foundation Slab [-8"] [-8"] PC2 8" Foundation Slab [-8"] [-8"] PC3 [-8"] 176K 76K 19K 142K PC2 8" Foundation Slab [-8"] [-8"] PC2 [-8"] [-8"] PC2 8" Foundation Slab [-8"] [-8"] PC2 [-8"] 192K 139K PC3 [-8"] [-8"] PC2 8" Foundation Slab 123K [-8"] PC2[-8"] [-8"] PC2 8" Foundation Slab [-8"] 177K 128K [-8"] PC285K PC2 8" Foundation Slab [-8"] [-8"] PC2[-8"] 95K 130K 178K 63K GB1 [-8"]143K170K153K 124K106K 150K 194K 212K 319K 331K 342K 250K 123K151K 151K 123K108K 226K 151K 325K327K324K259K257K 261K [-8"]151K151K151K [-8"]108K 224K 228K 331K 320K [-8"] [-8"] [-8"]143K 143K155K 160K P1 P2 P2 P2 P2 P2 114K P2 P2 227K 151K P2 P2P5P5P1 P4 P1 P2 P2 P1 P4 1' - 1" P6 P6 P6 P6 (+10'-0") (+10'-0") (+10'-0") JJ 10 S-300 177' - 2" (-4'-8") PC1 PC1 8" Foundation Slab (-4'-8") (-4'-8") (-4'-8") (-4'-8") (-4'-8") PC2 (-4'-8") (-4'-8") (-4'-8") 40K (-4'-8") (-4'-8") 40K 40K 40K 40K 7 S-30014' - 0"4 5/8"GRADE BM1' - 4" 4 5/8"FND WALL 8" 4 5/8"WALL 1' - 0 3/8" FND EOS1' - 3 1/8"WALL8" FND7 1/8"22' - 3 1/4"WALL8" FND4 1/8"1' - 1"STEM 4" CONC 8" 1 S-3032' - 11 1/2"19' - 10"END OF CURTAIN WALL. END OF CURTAIN WALL. 25' - 5" 9 S-300 FND WALL1' - 0 3/8"4 5/8"4"GRADE BM1' - 4"4 5/8"4 5/8" FND WALL1' - 0 3/8" 4 5/8" GRADE BM1' - 4" 4 5/8"FND WALL8" END OF STOREFRONT END OF STOREFRONT WALL. END OF STOREFRONT. END OF STOREFRONT. 9 S-300 8" STRUCTURAL SLAB REINFORCING TOP MAT: 6x6 -W4xW4 WWR. BOTTOM MAT: LONGITUDINAL: #6@10" O.C. TRANSVERSE: #5@12" O.C. 4 5/8"FND WALL1' - 0 3/8" 1' - 1" CONC STEM4" 4 5/8"GRADE BM1' - 4"14' - 0"3' - 2"4 5/8"FND WALL 1' - 4"STEM4" CONC11 1/8"11"FND WALL1' - 0"3 1/8"GRADE BM1' - 4"3 1/8"S-107 1 ENLARGED VESTIBULE PLAN T/STEM = 0" T/STEM = 0" T/STEM = 0" T/STEM = 0" T/STEM = 0"T/STEM = 0" 7 S-303 (+10'-0")4 5/8"GRADE BM2' - 0"4 5/8"GRADE BM 2' - 0" END OF GB3 GB1[-8"]40K 1' - 0 5/8"1' - 0 5/8"1' - 0 5/8"1' - 0 5/8"GB3 END OF CURTAIN WALL T/WALL STEPS GRADE BM STEPS TO (-4'-8")6' - 0"T = 30 K C = 70K 40K 3 5/8" [-8"] GB1 [-8"] 1' - 0 5/8"1' - 0 5/8"1' - 0 5/8"1' - 0 5/8"3' - 5"5' - 0"3"2' - 6"17' - 0"13' - 2"30' - 0"30' - 2"28' - 0"10" 10 S-300 T = 30 K C = 70K T = 30 K C = 70K T = 30 K C = 70K 177' - 2"4 5/8"WALL8" FNDWALL8" FND 4 5/8"4 5/8"WALL8" FNDWALL8" FND 4 5/8"WALL8" FND4 5/8"WALL 8" FND 4 5/8"WALL8" FND4 5/8"4.3 4.9 5.6 6.2 1' - 3 5/8"20' - 0"20' - 0"20' - 0"11' - 2"118' - 4"STEM 4" CONC 1' - 1"6' - 0"4' - 7 3/4"10 S-300 TYP GB1 GB2 GRADE BEAM SCHEDULE WIDTH 26" 16" DEPTH (2) #8 (6) #8 "S" BAR"T" BAR "B" BAR #4 AT 12" O.C. "A" BAR EQUALLY SPACED (2) #4 E.F. "T" BARS "S" BARS "A" BARS "B" BARS #4 AT 12" O.C. 2" CVR 3" CVR24" 32" (2) #4 E.F.(2) #8 (6) #8 GB3 24"#4 AT 12" O.C.24"(2) #4 E.F.(2) #8 (6) #8 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION. 2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE. 3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES. 4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION. 5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. GENERAL NOTES FOUNDATION SYMBOLS KEY: INDICATES LOCATION OF CONTRACTION JOINTS. SEE TYPICAL SLAB DETAIL. INDICATES FOUNDATION WALL STRIP FOOTING INDICATES SPREAD FOOTING & CONCRETE PIER. INDICATES TYP CONC FND WALL INDICATES TYP SHELF IN CONCRETE FOUNDATION WALL PX FX (XXX'-XX") (XXX'-X") INDICATES PIER TYPE. INDICATES TOP OF PIER ELEVATION. INDICATES SPREAD FOOTING TYPE. INDICATES TOP OF SPREAD FOOTING ELEVATION. [+/-0'-0"] INDICATES TOP/FTG ELEVATION FROM DATUM.[-3'-0"][-4'-0"]TOP/FTG ELEVATOIN (HIGH SIDE) TOP/FTG ELEVATION (LOW SIDE) INDICATES ELEVATION CJ INDICATES GRADE ELEVATIONXXXX.XX' PIPE PENETRATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-100 2018-02-07 APRIL 15, 2020 FOUNDATION PLAN FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1/8" = 1'-0"1 FOUNDATION PLAN 1. DATUM ELEVATION (390.0') EQUALS TOP OF FIRST FLOOR SLAB. 2. ELEVATIONS NOTED ARE WITH RESPECT TO DATUM ELEVATION. 3. TOP OF PILE CAP ELEVATION = [-2'-0"] TYPICAL UNLESS NOTED OTHERWISE AS [-X'-XX"] 4. TOP OF EXTERIOR GRADE BEAM ELEVATIONS = (-2'-0") TYPICAL UNLESS NOTED OTHERWISE AS (-X'-XX")5. TOP OF INTERIOR GRADE BEAM ELEVATIONS = (-8") TYPICAL UNLESS NOTED OTHERWISE AS (-X'-XX") 6. TOP OF PIER ELEVATION = (-8") TYPICAL UNLESS NOTED OTHERWISE AS (+X") 7. T/FND WALL = (-8") TYP UNO. 9. GBx INDICATES GRADE BEAM TYPE. SEE S-100 FOR GRADE BEAM SCHEDULE. 10. PIERS NOTED ON PLANS AT P_X. SEE 302 FOR PIER PLAN DETIALS. 11. PILE CAPS NOTED ON PLANS AT PC_X. SEE 301 FOR PILE CAP SCHEDULE AND DETIALS. 12. SEE S300 FOR TYPICAL SLAB DETAILS. 13. SEE S500 FOR COLUMN SCHEDULE. 14. SEE S001 FOR POUR STOP SCHEDULE. 15. PROVIDE (2) #4 x 4'-0" LONG DIAGONAL TO SLAB REENTRANT CORNERS 16. COORDINATE ALL FINAL PIT DIMENSIONS WITH APPROVED ELEVATOR SHOP DRAWINGS. FOUNDATION NOTES NUMBER DATE ISSUED BY DESCRIPTION 1 1 2 2 3 3 4 4 5 5 6 6 6.5 7 7 8 8 FF EE DD CC BB AA 22' - 10"17' - 2"30' - 0"5' - 8 1/2"24' - 3 1/2"4 7/16"29' - 7 9/16"30' - 0"17' - 2"3' - 5"5' - 0"3"2' - 6"17' - 0"13' - 2"30' - 0"30' - 2"28' - 0"17' - 0"13' - 2"30' - 0"30' - 2"28' - 0"10 S-502 GG 1' - 5 15/16" HH 3.5 9' - 6"S-104 1 S-105 1 S-104 3 4.2 19' - 10"8' - 3" HUNG LINTEL HUNG LINTELMITER AND STITCH WELD BRICK SHELF ANGLES AT CORNER. TYP II 5.1 5.51' - 2 1/2"AUDIO BOOTH WT = 4600 LBS. 2' - 1 15/16" AUDIO BOOTH MFR COORD W/MFRCOORD W/AUDIO BOOTH1' - 2"8 3/4"COORD W/ ELEV MFR 3' - 6 1/4"ELEV MFRCOORD W/5 S-502 6 S-502 10 S-501 7 S-502 11 S-501 (SIM) 11 S-501 10 S-501 11 S-502 11 S-502 (SIM) 6 S-502 S-600 BRACED FRAME BF-1 S-106 1 CANOPY FRAMING 177' - 2"126' - 1"4 1/2" LW CONC. SLAB W/2" 20 GA.GALV. COMPOSITE STEEL DECK REINFORCED W/6x6-W2.9xW2.9 WWR. T/SLAB = +404.0" 7' - 6 1/2"2' - 6"2' - 6"20' - 8"JJANGLE FRAME FOR ROOF DRAIN EOS1' - 8"EOS1' - 8"21' - 3 5/8" EOS21' - 4 11/16"1' - 0" EOSSIM EOS 1' - 0"EOS3 1/2"EOS1' - 0"EOS10 1/8"EOS 1' - 0 5/8"EOS1' - 0"12 S-502 EOS1 13/16"EOS1' - 1 1/4"EOS1' - 0"EOS 1' - 0"EOS1' - 0"EOS 1' - 0"EOS1' - 0"EOS 1' - 0"10kW21X4420k35kW24X6238k40kW27X8435k32kW27X8423k8k W14X22 9k 4k W12X19 (2) 4k 20k W27X84 21k 21k W27X84 21k 21k W27X84 20k 14k W21X44 9k 37kW27X8437k36kW27X8437k26k W27X84 (14) 59k 45kW24X76 (14)46k45kW24X76 (14)45k46kW24X76 (14)46k43kW24X62 (14)43k51kW30X9066k57kW27X8455k56kW27X8458k64kW27X8441k49kW30X90 (10)60k56kW27X84 (14)56k58kW30X90 (10)65k53kW24X76 (14)53k37kW30X9969k57kW27X8455k56kW27X8457k56kW27X8434k44k W27X84 58k 23k W21X44 8k16kW21X4424k20kW21X4420k37kW27X8441k40kW27X8439k14k W12X22 (12) 14k 12k W12X22 (10) 12k 10k W18X35 (12) 10k 17k W16X45 (16) 17k 16k W16X45 (16) 16k 17k W16X45 (16) 17k 17k W16X45 (16) 17k 10k W12X19 (10) 10k 12k W21X44 15k 11k W21X44 10k 17k W21X44 18k 18k W21X44 17k 17k W21X44 18k 18k W21X44 17k 12k W21X44 8k 10k W12X19 (10) 10k 28k W21X44 (20) 20k 17k W18X35 (14)17k 17k W18X35 (14) 17k 10k W12X19 (10) 10k 10k W12X22 (10) 10k 10k W12X22 (10) 10k 13k W12X22 (12) 13k 13k W12X22 (12) 13k 13k W12X22 (12)13k 13k W12X22 (12) 13k 13k W12X22 (12)13k 13k W12X22 (12) 13k 13k W12X22 (12) 13k 13k W12X22 (12) 13k 37kW18X40 (10)17k12k W16X31 (12) 17k 14kW18X40 (10)14k10k W12X19 (10) 10k 10k W12X19 (10) 10k 3k W12X22 3k 3k W12X22 3k 12k W16X26 (14)12k 12k W16X26 (14) 12k 9k W12X19 (8)11k 8k W12X19 (10) 8k 46kW24X76 (14)46k46kW24X76 (14)46k46kW24X76 (14)46k10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 18k W16X45 (16) 18k 18k W16X45 (16) 18k 18k W16X45 (16) 18k 18k W16X45 (16) 18k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14)16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 9k W12X19 (10) 9k 9k W12X19 (10) 9k 9k W12X19 (10)9k 9k W12X19 (10) 9k 18k W18X35 (16) 18k 18k W18X35 (16) 18k 18k W18X35 (16) 18k 18k W18X40 (16) 19k 18k W18X35 (16) 18k 18k W18X35 (16) 18k 17k W18X40 (12)18k 20k W18X40 (10) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10)10k 10k W12X19 (10) 10k 14k W16X36 (10) 9k 16k W16X45 (16) 16k 1kW6X25 (2)1k4k W6X25 4k 25k W21X44 (10) 22k 0kW6X250k2k W12X19 2k 16k W16X45 (16) 16k 14k W16X45 (16) 16k 18k W16X45 (16) 18k 18k W16X45 (16) 18k 18k W16X45 (16) 18k 16k W16X45 (16) 16k 16k W16X45 (16) 16k 16k W16X45 (16) 16k 15k W16X45 (16) 15k 15k W16X45 (16) 15k 15k W16X45 (16) 15k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 1k W12X19 1k 12k HSS8X8X5/8 12k7kW12X192k12kW8X18 (6)12k12kW8X18 (6)12k2k W18X35 8k 1kW12X19 (4)1k6k W12X22 6k ?W12X19?W8X1814k W6X25 11kW12X19W12X19W12X19W12X19W12X19 W12X19 32kW27X8436k44kW27X8431k10k W18X35 (6) 10k 2kW12X192k16k W21X44 (8) 16k W12x19 W12x19 (2) 16k W18X40 (10) 17k HUNG LINTELHUNG LINTELSLAB EDGE 14' - 0"13' - 0"13' - 0"14' - 0"OCCURS AT BRICK OCCURS AT BRICK OCCURS AT BRICK 6 S-502 12 S-502 S-105 9 4.3 4.9 5.6 6.2 11' - 2"118' - 4"3' - 5"5' - 0"3"2' - 6"18k-ft85k-ft 73k-ft107k-ft 101k-ft 101k-ft 104k-ft 64k-ft93k-ft 53k-ft 140k-ft190k-ft200k-ft346k-ft381k-ft331k-ft338k-ft217k-ft179k-ft159k-ft218k-ft40k-ft39k-ft51k-ft 40k-ft 34k-ft 77k-ft 88k-ft 87k-ft 323k-ft336k-ft84k-ft 84k-ft 86k-ft 107k-ft 317k-ft325k-ft79k-ft 45k-ft 201k-ft193k-ft76k-ft 207k-ft256k-ft10k-ft 230k-ft24k-ft 8k-ft 345k-ft413k-ft347k-ft417k-ft195k-ft180k-ft78k-ft17k-ft99k-ft 297k-ft 108k-ft 14k-ft 244k-ft187k-ft 102k-ft 59k-ft91k-ft84k-ft17k-ft44k-ft64k-ft25K-FT 25K-FT W12X19 FLOOR PENETRATION (FP) COORD. SIZE AND LOCATION W/ MECH (TYPICAL) FP FP FP 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION. 2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE. 3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES. 4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION. 5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. GENERAL NOTES 20k W21x50 (14) C=0.75"20k NUMBER OF STUDS BEAM END REACTION. IF NOT SHOWN, DESIGN CONNECTION FOR 1/2" THE BEAM ALLOWABLE LOAD (-2 1/2)(-2 1/2) BEAM END T.O.S. ELEVATION. IF NOT SHOWN BEAM IS AT DATUM ELEV. BRACED FRAME MOMENT CONNECTION BEAM FRAMES OVER COLUMN LEGEND CMU STEEL EMBED PLATES 1.5 EXPECTED MAXIMUM BEAM DEFLECTION DUE TO THE WEIGHT OF WET CONCRETE WHEN PLACING COMPOSITE SLAB. IF NOT SHOWN, EXPECTED DEFLECTION IS < 1/2". BEAM SIZE BEAM CAMBER N=2 NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW. BEAM WEB PENETRATION WPx PENETRATION TAG IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-101 2018-02-07 APRIL 15, 2020 SECOND FLOOR FRAMING PLAN FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1/8" = 1'-0"1 SECOND FLOOR FRAMING PLAN NOTES: 1. DATUM ELEVATION IS AT TOP OF SLAB = (+404.0'). 2. ALL ELEVATIONS NOTED ARE WITH RESPECT TO DATUM. 3. TOP OF STEEL = (-4 1/2"). TYPICAL UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR EXPOSED STEEL HOT DIP GALV. 5. TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV. 6. SEE 2/S-501 FOR TYPICAL FLOOR OPENING FRAME DETAIL. 7. SEE S-500 FOR COLUMN SCHEDULE. 8. SEE S-501 FOR LOOSE LINTEL SCHEDULE. 9. SEE S-501 FOR BEAM STIFFENER DETAILS WHERE BEAM FRAMES OVER AND/OR UNDER COLUMN. 10. SEE S-501 FOR TYPICAL MOMENT CONNECTION DETAILS. NUMBER DATE ISSUED BY DESCRIPTION 1 1 2 2 3 3 4 4 5 5 6 6 6.5 7 7 8 8 FF EE DD CC BB AA 22' - 10"17' - 2"30' - 0"30' - 0"30' - 0"30' - 0"17' - 2"8' - 5"3"2' - 6"17' - 0"13' - 2"30' - 0"30' - 2"28' - 0"8' - 5"3"2' - 6"17' - 0"13' - 2"30' - 0"30' - 2"28' - 0"GG HH 3.5 9' - 6 1/16"5' - 8 1/2" S-104 2 S-105 2S-104 4 21' - 6 3/4"EOS1' - 6"EOS1' - 0"EOS 1' - 8"21' - 3 5/8" EOSEOS1' - 0" 4.2 5.1 5.5 LOW ROOF ABOVE (SHOWN HATCHED). SEE ROOF FRAMING PLAN. 8 3/4"COORD W/ ELEV MFR 3' - 6 1/4"ELEV MFRCOORD W/11 S-502 8 S-502 9 S-502 6 S-502 5 S-502 EOS 1' - 0" 6 S-502 11 S-502 SIM S-600 BRACED FRAME BF-1 FOR CANOPY FRAMING SEE S-106 4 1/2" LW CONC. SLAB W/2" 20 GA. GALV. COMPOSITE STEEL DECK REINFORCED W/6x6-W2.9xW2.9 WWR.T/SLAB = +418.0' JJ STUB POST STEEL OUTRIGGER CONNECTIONEOS1 3/4"EOS1' - 0"EOS 1' - 0"EOS1' - 0"EOS4"EOS 1' - 1 15/16" EOS9"EOS1' - 0"EOS1' - 0"EOS1' - 0"EOS 1' - 0"EOS1' - 0"EOS 1' - 0"9kW21X4418k31kW21X5534k35kW27X8431k13k W21X44 (8) 13k 28kW27X8419k9k W14X22 9k 2k W12X19 8k 20k W27X84 21k 20k W27X84 20k 21k W27X84 20k 14k W21X44 9k 32kW27X8420k31kW27X8432k38kW27X8426k26k W27X84 (14) 60k 45kW24X76 (18)46k45kW24X76 (14)45k46kW24X76 (14)46k43kW24X62 (14)43k60kW30X11669k57kW27X8454k56kW27X8457k65kW27X8441k74kW30X90 (10)59k56kW27X84 (14)56k57kW27X84 (14)57k53kW24X76 (14)53k37kW30X9969k57kW27X8454k56kW27X8457k56kW27X8434k39k W27X84 53k 20k W21X44 6k13kW21X4421k19kW21X4421k37kW27X8441k41kW27X8438k11k W12X19 (8) 11k 12k W12X22 (12) 12k 10k W12X19 (10) 10k 17k W18X40 (16) 17k 16k W18X35 (16) 16k 17k W18X35 (14) 17k 17k W18X40 (16) 17k 10k W12X19 (10) 10k 12k W21X44 15k 11k W21X44 10k 17k W21X44 18k 18k W21X44 18k 18k W21X44 18k 18k W21X44 17k 12k W21X44 8k 10k W12X19 (10) 10k 28k W21X44 (20) 20k 17k W18X35 (14) 17k 17k W18X35 (14) 17k 17k W18X35 (14) 17k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 13k W12X22 (12)13k 13k W12X22 (12) 13k 13k W12X22 (12) 13k 13k W12X22 (10) 13k 13k W12X22 (12) 13k 13k W12X22 (12) 13k 13k W12X22 (12) 13k 13k W12X22 (12) 13k 12k W16X31 (12) 17k 14kW18X40 (10)14k10k W12X19 (10) 10k 10k W12X19 (10) 10k 5k W12X19 (6) 5k 5k W12X19 (6) 5k 12k W16X26 (14)12k 12k W16X26 (14) 12k 9k W12X19 (8) 11k 8k W12X19 (10) 8k 46kW24X76 (14)46k46kW24X76 (14)46k46kW24X76 (14)46k10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 18k W18X40 (16)18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 18k W18X40 (14) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14)16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 9k W12X19 (10) 9k 9k W12X19 (10) 9k 9k W12X19 (10) 9k 9k W12X19 (10) 9k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16)18k 18k W18X40 (16) 18k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 17k W18X35 (16) 17k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 14k W18X35 (10) 9k 2k W12X19 2k 16k W18X35 (14) 16k 13k W18X35 (10) 16k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 18k W18X40 (16) 18k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 16k W18X35 (14) 16k 15k W18X35 (14) 15k 15k W18X35 (14) 15k 15k W18X35 (14) 15k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 10k W12X19 (10) 10k 16k W18X35 (10) 16k17kW18X40 (10)37k4kW12X1967kW12X19 (4)HSS8X8X5/8 16k W18X35 (10) 16k W12X1910k W18X35 (6) 10k 2kW8X182k9k W16X31 9k 47kW12X19 (18)48k28kW27X8431k5k W12X19 5k (2) SLAB EDGE S-105 9 Sim 12 S-502 12 S-502 6 S-502 4 S-503 5 S-5035 S-503 4 S-503 4.3 4.9 5.6 6.2 177' - 2"11' - 2"118' - 4"90k-ft84k-ft 64k-ft106k-ft 100k-ft 99k-ft 102k-ft 59k-ft53k-ft93k-ft 120k-ft9k-ft 168k-ft175k-ft381k-ft347k-ft331k-ft339k-ft207k-ft162k-ft146k-ft202k-ft193k-ft23k-ft 51k-ft 246k-ft249k-ft41k-ft 32k-ft 78k-ft 88k-ft 335k-ft323k-ft84k-ft 84k-ft 87k-ft 317k-ft327k-ft81k-ft 44k-ft 176k-ft169k-ft182k-ft225k-ft356k-ft423k-ft412k-ft349k-ft191k-ft40k-ft159k-ft13k-ft69k-ft14k-ft94k-ft 270k-ft 101k-ft 55k-ft142k-ft 112k-ft 52k-ft88k-ft 88k-ft 97k-ft76k-ft8k-ft 139k-ft25K-FT 25K-FT W12X19 FLOOR PENETRATION (FP) COORD. SIZE AND LOCATION W/ MECH (TYPICAL) FP 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION. 2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE. 3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES. 4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION. 5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. GENERAL NOTES 20k W21x50 (14) C=0.75"20k NUMBER OF STUDS BEAM END REACTION. IF NOT SHOWN, DESIGN CONNECTION FOR 1/2" THE BEAM ALLOWABLE LOAD (-2 1/2)(-2 1/2) BEAM END T.O.S. ELEVATION. IF NOT SHOWN BEAM IS AT DATUM ELEV. BRACED FRAME MOMENT CONNECTION BEAM FRAMES OVER COLUMN LEGEND CMU STEEL EMBED PLATES 1.5 EXPECTED MAXIMUM BEAM DEFLECTION DUE TO THE WEIGHT OF WET CONCRETE WHEN PLACING COMPOSITESLAB. IF NOT SHOWN, EXPECTED DEFLECTION IS < 1/2". BEAM SIZE BEAM CAMBER N=2 NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW. BEAM WEB PENETRATION WPx PENETRATION TAG IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-102 2018-02-07 APRIL 15, 2020 THIRD FLOOR FRAMING PLAN FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1/8" = 1'-0"1 THIRD FLOOR FRAMING PLAN NOTES: 1. DATUM ELEVATION IS AT TOP OF SLAB = (+418.0'). 2. ALL ELEVATIONS NOTED ARE WITH RESPECT TO DATUM. 3. TOP OF STEEL = (-4 1/2"). TYPICAL UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR EXPOSED STEEL HOT DIP GALV. 5. TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV. 6. SEE 2/S-501 FOR TYPICAL FLOOR OPENING FRAME DETAIL. 7. SEE S-500 FOR COLUMN SCHEDULE. 8. SEE S-501 FOR LOOSE LINTEL SCHEDULE. 9. SEE S-501 FOR BEAM STIFFENER DETAILS WHERE BEAM FRAMES OVER AND/OR UNDER COLUMN. 10. SEE S-501 FOR TYPICAL MOMENT CONNECTION DETAILS. NUMBER DATE ISSUED BY DESCRIPTION 1 1 2 2 3 3 4 4 5 5 6 6 6.5 7 7 8 8 FF EE DD CC BB AA 22' - 10"17' - 2"30' - 0"30' - 0"30' - 0"30' - 0"17' - 2"17' - 0"13' - 2"30' - 0"30' - 2"28' - 0"26K526K528K728K728K728K728K728K728K728K728K728K726K526K526K526K526K526K526K526K526K526K526K526K528K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K728K722K522K522K528K728K728K728K728K728K73.5 S-105 326K526K528K728K728K728K7 4 S-502 118' - 4"7 S-501 7 S-501 7 S-501 ROOF HATCH. COORD SIZE AND LOCATION WITH ARCH. ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN SKYLIGHT SEE ARCH SKYLIGHT SEE ARCH SKYLIGHT SEE ARCH 5' - 0"2' - 6" 4.2 5.5 LOW ROOF: 1 1/2" 20 GA. GALV. STEEL ROOF DECK. BOT/DECK 419.5' 1 S-502 2 S-502 8 3/4"COORD W/ ELEV MFR 3' - 6 1/4"ELEV MFRCOORD W/3 S-502 4 S-502 3 S-502 1 S-502 2 S-502 1 S-502 S-600 BRACED FRAME BF-1 (2) L6x6x5/16" (2) L6x6x5/16" (2) L6x6x5/16" (2) L6x6x5/16" MOVEABLE PARTITION BELOW COORD W/ ARCH REINFORCE JOIST PANEL POINTS AT EACH ANGLE SUPPORTING PARTITIONS. SEE DETAIL 3/S-503 1 S-503 2 S-503 (TYP)24K4SP26K6SPW12X19 JOIST BRIDGING PER SJI JOIST BRIDGING PER SJI JOIST BRIDGING PER SJI JOIST BRIDGING PER SJI JOIST BRIDGING PER SJI JOIST BRIDGING PER SJI JOIST BRIDGING PER SJI JOIST BRIDGING PER SJI 1 1/2" 20 G.A. GALV STEEL ROOF DECK BOT/DECK VARIES S-105 8 5' - 0"2' - 6" 7' - 6 1/4" 13' - 10 3/16"9' - 11 13/16"1' - 0 5/8"8' - 7 9/16"18' - 0 3/16"10' - 8 5/8"28K728K728K75 1/2" EOD5 1/2" EOD5 1/2" EOD 5 1/2" EOD5 1/2" EOD 5 1/2" EOD5 1/2" EOD 5 1/2" EOD5 1/2" EOD5 1/2" EOD2kW21X444k6kW21X446k8k ( 0" ) W21X44 7k ( 0" )7kW21X446k15k W21X44 18k 17k W21X44 16k 17k W21X44 16k 8k W21X44 2k 8k( 0" )W16X267k( -7 1/2" )8k( 0" )W16X267k( -7 1/2" )3k( 0" )W21X444k( -4 1/8" )9k ( 0" ) W14X22 7k( -7 1/2" ) 14k W12X22 14k 27k W24X55 28k 29k W24X62 29k 29k W24X62 29k 29k W24X62 29k 8k( 0" )W16X268k( -7 1/2" )7k30K79k W12X22 6k W8X18W8X18 W8X185k14K13k( -4 1/8" )W21X444k( -7 1/2" )W8X18 4k ( -2 1/2" )W12X19 5k ( -6 5/8" ) 8k W12X19 9k 2k W12X19 5k ( 0 " ) 1 0 kW2 1X44 ( - 7 1 / 2 " ) 1 0 k ( -2 1/2" )5kW12X19( -2 1/2" )4k( -7 1/2" ) 6k W12X19 ( 0" ) 8k ( 0" )10kW21X44( -7 1/2" )?( 0" )10kW2 1X44 ( - 7 1 / 2 " ) (0")(-2 1/2")(-2 1/2")(-2 1/2")(-2 1/2")(-2 1/2")(-2 1/2")(0")( -7 1/2" )7kW16X26( 0" )7k( -7 1/2" )9kW21X44( 0" )7k( -7 1/2" )7kW16X26( 0" )7k( -7 1/2" )9kW21X44( 0" )7k( -7 1/2" )6kW16X26( 0" )7k( 0" )5kW12X19( -5" )4k( 0" )2kW12X19( -2 1/2" )2k( 0" )9kW18X40( -7 1/2" )9k2kW12X19( -5" )2k( 0" ) 4k W12X19 ( -2" ) 4k 5kW21X44( 0" )6k6kW21X44( 0" )5k( -2 1/2" )5kW12X19( -2 1/2" )4k( -5" )2kW12X192k( 0" )5kW12X19( -5" )4k13k W21X44 ( 0" )2k( 0" )8kW21X44( -7 1/2" )8k( 0" )8kW16X26( -7 1/2" )8k( 0" )8kW21X44( -7 1/2" )8k( 0" )8kW16X26( -7 1/2" )8k( 0" )8kW21X44( -7 1/2" )7k( 0" )14kW24X55( -7 1/2" )14k( -2" )5kW12X19( 0" )6k( -3 7/8" )3kW12X19( 0" )4k( -5 3/4" )2kW12X19( 0" )2k6kW21X44( 0" )6k( 0" )6kW12X19( -5 3/4" )5k( 0" )4kW12X19( -3 7/8" )3k( 0" )2kW12X19( -2" )3k7k W21X44 ( 0" )16k 4k W21X44 ( -2 1/2" )17k 29k W24X55 ( -2 1/2" )32k 31k W21X48 ( -2 1/2" )30k 30k W21X48 ( -2 1/2" )31k 32k W21X55 ( -2 1/2" )29k ( -7 1/2" )7kW16X26( 0" )8k( 0" )2kW12X19( -2 5/8" )2k( 0" )5kW12X19( -5" )4k( 0" )2kW12X19( -2 1/2" )4k5kW21X44( 0" )6k29k W24X62 ( -10" )29k ( -7 1/2" ) 4k W12X19 ( 0" ) 8k( -5" )2kW12X19( -5" )2k( -2 1/2" )5kW12X19( -2 5/8" )4k( -5" )2kW12X19( -5" )2k( -2 1/2" )5kW12X194k7kW21X44( 0" )5k( 0" )4kW12X19( -2 1/2" )4k( 0" )2kW12X19( -5" )4k5k W21X44 ( 0" )6k5k W12X19 ( 0" )5k8kW21X44( 0" )8k30k W24X62 ( -10" )30k15k W12X22 ( -10" )15k 31k W24X62 ( -10" )31k 30k W24X62 ( -10" )30k ( -7 1/2" )30kW16X26( 0" )8k( -7 1/2" )31kW21X44( 0" )8k( -7 1/2" )8kW16X31( 0" )8k( -7 1/2" )7kW21X44( 0" )8k( 0" ) 1 3 k W2 4 X 5 5 ( -7 1 / 2 " ) 1 4 k( 0" )2kW12X19( -2" )2k( 0" )4kW12X19( -3 7/8" )3k( 0" )6kW12X19( -5 3/4" )5k( -2" )5kW12X19( -1 7/8" )6k( -3 7/8" )3kW12X19( -3 3/4" )4k( -5 3/4" )2kW12X19( -5 5/8" )2k( 0" )6k W14X2 2 ( -7 1/2" )6k ( -1 7/8" )3kW12X193k2kW12X19( -3 3/4" )2k( -5 5/8" )1kW12X191k( -5 5/8" )4kW12X193k( -2" )W12X19( -3 1/2" )( -3 3/4" )2kW12X19( -4 5/8" )2k( 0" )7kW21X44( -7 1/2" )10k( 0" )8kW16X26( -7 1/2" )8k( 0" )7kW21X44( -7 1/2" )9k18k W21X44 ( -2 1/2" )18k18k W21X44 ( -2 1/2" )18k15k W21X44 ( -2 1/2" )4k16k W24X55 ( -2 1/2" )26k 1 S-502 6 S-503 6.2 177' - 2"1' - 1 1/2" EOD1' - 1 1/2" EOD 21' - 3 5/8" EOD 21' - 3 5/8" EODT/WALL = VARIES T/WALL = -3"L4x4x1/4L4x4x1/4T/WALL = +0" 8 S-503 3 S-50218k-ft75k-ft 10k-ft101k-ft 95k-ft 94k-ft 99k-ft 10k-ft70k-ft 44k-ft 17k-ft30k-ft30k-ft42k-ft45k-ft42k-ft45k-ft35k-ft32k-ft40k-ft39k-ft62k-ft 57k-ft 88k-ft 145k-ft 188k-ft 185k-ft 38k-ft39k-ft174k-ft 174k-ft 186k-ft 189k-ft 39k-ft39k-ft140k-ft 76k-ft 28k-ft27k-ft32k-ft38k-ft22k-ft32k-ft41k-ft46k-ft43k-ft51k-ft31k-ft18k-ft7k-ft26k-ft16k-ft11k-ft2k-ft45k-ft 119k-ft 71k-ft 8k-ft 12k-ft26k-ft9k-ft34k-ft12k-ft 12k-ft11k-ft 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION. 2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE. 3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES. 4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION. 5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. GENERAL NOTES 20k W21x50 (14) C=0.75"20k NUMBER OF STUDS BEAM END REACTION. IF NOT SHOWN, DESIGN CONNECTION FOR 1/2" THE BEAM ALLOWABLE LOAD (-2 1/2)(-2 1/2) BEAM END T.O.S. ELEVATION. IF NOT SHOWN BEAM IS AT DATUM ELEV. BRACED FRAME MOMENT CONNECTION BEAM FRAMES OVER COLUMN LEGEND CMU STEEL EMBED PLATES 1.5 EXPECTED MAXIMUM BEAMDEFLECTION DUE TO THE WEIGHT OF WET CONCRETE WHEN PLACING COMPOSITE SLAB. IF NOT SHOWN, EXPECTED DEFLECTION IS < 1/2". BEAM SIZE BEAM CAMBER N=2 NUMBER OF SHEAR STUD ROWS. IF NOT SHOWN ONE ROW. BEAM WEB PENETRATION WPx PENETRATION TAG IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-103 2018-02-07 APRIL 15, 2020 ROOF FRAMING PLAN FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1/8" = 1'-0"1 ROOF FRAMING PLAN NOTES: 1. DATUM ELEVATION IS AT TOP OF STEEL = (+432.0'). 2. ALL ELEVATIONS NOTED ARE WITH RESPECT TO DATUM. 3. ALL EXTERIOR EXPOSED STEEL HOT DIP GALV. 4. TOUCH UP ALL FIELD WELDED CONNECTIONS WITH COLD GALV. 5. SEE 6/S-501 FOR TYPICAL ROOF OPENING FRAME DETAIL. 6. SEE S-500 FOR COLUMN SCHEDULE. 7. SEE S-501 FOR TYPICAL LOOSE LINTEL SCHEDULE.8. SEE S-501 FOR BEAM STIFFENER DETAILS WHERE BEAM FRAMES OVER AND/OR UNDER COLUMN. 9. PROVIDE 5x1 1/2"x1/4" (LLH) BENT PLATE FASCIA ANGLE AROUND ENTIRE ROOF PERMETER UNLESS NOTED OTHERWISE. NUMBER DATE ISSUED BY DESCRIPTION 2 3 A C12x20.7 C12x20.7 C12x20.7 C12x20.7 C12x20.7 C12x20.7 LANDING SLAB. 4 1/2" NW CONC SLAB W/ 2" 20 GA. COMP. STEEL DECK. REINF W/6x6-W2.9xW2.9 WWR. T/SLAB=+397'-0" LANDING SLAB. 4 1/2" NW CONC SLAB ON 12 GA. STEEL LANDING PANS. REINF W/6x6-W2.9xW2.9 WWR. T/SLAB=+404'-0" 5 S-104 SIM 5 S-104 HSS3x3x5/16" HSS3x3x5/16"W8x18C12x20.7W8X1812 S-502 SIM 4' - 10 1/4"12' - 3 3/4"1' - 5 15/16"5' - 8 1/2"9' - 10 15/16"9 15/16"L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4" 2 3 A C12x20.7 C12x20.7 C12x20.7 C12x20.7 LANDING SLAB. 4 1/2" NW CONC SLAB ON 12 GA. STEEL LANDING PANS. REINF W/6x6-W2.9xW2.9 WWR. T/SLAB=+411'-0" LANDING SLAB. 4 1/2" NW CONC SLAB ON 12 GA. STEEL LANDING PANS. REINF W/6x6-W2.9xW2.9 WWR. T/SLAB=+417'-10"W8x18C12x20.7EOS1' - 0" 5 S-104 5 S-104 HSS3x3x5/16" HSS3x3x5/16"W8x184' - 10 1/4"12' - 3 3/4"1' - 0 1/4"6' - 2 3/16"9' - 10 15/16"9 15/16"L4x4x1/4L4x4x1/4L4x4x1/4 L4x4x1/4 L4x4x1/4 L4x4x1/4 5 F G H C12x20.7 C12x20.7 C12x20.7 C12x20.7 LANDING SLAB. 2 1/2" NW CONC SLAB ON 12 GA. STEEL LANDING PANS . REINF W/6x6-W2.9xW2.9 WWR. T/SLAB=+396'-10" LANDING SLAB. 2 1/2" NW CONC SLAB ON 12 GA. STEEL LANDING PANS. REINF W/6x6-W2.9xW2.9 WWR. T/SLAB=+403'-10"C12x20.7W8x18C12x20.7 C12x20.7 DOWN UP UP W8x18C12x20.7C12x20.7 1' - 4 3/4"4' - 0"13' - 6 1/2"4' - 3"1' - 1 3/16" 4.2 9' - 0"1' - 3"3"HSS3x3x5/16" HSS3x3x5/16" C12x20.7 5.1 5 S-104 5 S-104 HSS8X8X5/8 L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4" 5 F G H 5' - 4 1/4" 4.2 W8x18C12X20.7 C12X20.7 HSS 3X3X5/16"W18X35 C12X20.7W8x18HSS 3X3X5/16"C12X20.7 C12X20.7 DOWN C12X20.7 UP 3' - 9"5' - 4 1/4"13' - 7"5' - 4 1/4"1' - 6"9' - 0"1' - 9 1/16"LANDING SLAB. 2 1/2" NW CONC SLAB ON 12 GA. STEEL LANDING PANS. REINF W/6x6-W2.9xW2.9 WWR. T/SLAB=+410'-10" LANDING SLAB. 2 1/2" NW CONC SLAB ON 12 GA. STEEL LANDING PANS. REINF W/6x6-W2.9xW2.9 WWR. T/SLAB=+417'-10" 5 S-104 5 S-104 HSS8X8X5/8 L4x4x1/4" L4x4x1/4" L4x4x1/4" L4x4x1/4"L4X4X1/4L4X4X1/4L4X4X1/41. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION. 2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE. 3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES. 4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION. 5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. GENERAL NOTES FIRST FLOOR 0' -0" SECOND FLOOR FRAMING PLAN 14' -0" 3rd Floor 28' -0" GRADE BEAM SEE FND PLAN 10x10x1/2" BASE PLATE W/(4) 1/2"Ø x6' LONG ADHESIVE ANCHORS (TYP) C12 STAIR STRINGERS SEE PLAN STAIR HEADER SEE PLAN7' - 0"4 1/2" COMP SLAB LANDING (SEE PLAN) C12 STAIR STRINGERS SEE PLAN STAIR HEADER SEE PLAN 4 1/2" COMP SLAB LANDING (SEE PLAN) SHEAR CONNECTION HSS3x3 LANDING SUPPORT COLUMN. SEE PLAN CONNECT LANDING SUPPORT POST TO BEAM W/ CONN. THAT ALLOWS FOR VERT. BEAM DEFLECTION. 4 1/2" COMPOSITE SLAB. SEE PLAN. SPANDREL BEAM SEE PLAN SHEAR CONNECTION HSS3x3 LANDING SUPPORT COLUMN. SEE PLAN CONNECT LANDING SUPPORT POST TO BEAM W/ CONN. THAT ALLOWS FOR VERT. BEAM DEFLECTION. 4 1/2" COMPOSITE SLAB. SEE PLAN. SPANDREL BEAM SEE PLAN BEAM IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-104 2018-02-07 APRIL 15, 2020 STAIR FRAMING PLANS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1/4" = 1'-0"1 SECOND FLOOR FRAMING PLAN (NORTH STAIR) 1/4" = 1'-0"2 THIRD FLOOR STAIR FRAMING PLAN (NORTH STAIR) 1/4" = 1'-0"3 SECOND FLOOR STAIR FRAMING PLAN (SOUTH STAIR) 1/4" = 1'-0"4 THIRD FLOOR STAIR FRAMING PLAN (SOUTH STAIR) 3/8" = 1'-0"5 STAIR LANDING SUPPORT DETAIL NUMBER DATE ISSUED BY DESCRIPTION 6 F G COORD W/ELEV MFR. L4x4x1/4" ELEV MFR COORD W/ ELEV MFR COORD W/ L-1 L-1 L4x4x1/4"L4x4x1/4"W12X19HSS6X4x3/8" POST SUPPORTS ELEVATOR RAIL BRACKET. COORD W/ ELEV. MFR.ELEV MFRCOORD W/6 S-105 6 S-105 7 S-105 7 S-105 7 S-1055 S-105 8 3/4"18' - 7 1/4" 19' - 4"2' - 2"2' - 6"3' - 6 1/4"8' - 2 1/4"BEAM BEARING SEE 5/S-501. 6 6.5 F G COORD W/ELEV MFR.L4x4x1/4"ELEV MFR COORD W/ ELEV MFR COORD W/ L-1 L-1 L4x4x1/4"L4x4x1/4"W12X19HSS6X4x3/8" POST SUPPORTS ELEVATOR RAIL BRACKET. COORD W/ ELEV. MFR.ELEV MFRCOORD W/6 S-105 6 S-105 7 S-105 7 S-105 7 S-1055 S-105 8 3/4"18' - 7 1/4" 19' - 4"2' - 2"2' - 6"3' - 6 1/4"8' - 2 1/4"BEAM BEARING SEE 5/S-501. ELEVATOR SHAFT T/SLAB SEE PLAN REINFORCED SLAB ON DECK. SEE PLAN FOR SPAN DIRECTION L4x4x1/4" WITH 3/4" ADHESIVE ANCHORS AT 1'-4" O.C. EMBED 4" 16" DEEP BOND BEAM WITH (1) #5 CONTINUOUS AROUND CMU WALL 3/8" BENT PLATE W/ POURSTOP AT ENDS OF OPENING (1) #4 CONT. EXTEND 2'-0”BEYOND EACH END OF OPENING AT 45° ANGLE CLOSURE ANGLE 1/4 2-12 1 1/2" T/SLAB SEE PLAN REINFORCED SLAB ON DECK. SEE PLAN FOR DECK SPAN DIRECTION L4x4x1/4" WITH 3/4" ADHESIVE ANCHORS AT 1'-4" O.C. EMBED 4" 16" DEEP BOND BEAM WITH (1) #5 CONTINUOUS AROUND CMU WALL CLOSURE ANGLE VERTICAL REINFORCING SEE MASONRY WALL ELEVATIONS. CMU WALL REINFORCED ELEVATOR SHAFT 1' - 3 15/16"6 F G COORD W/ELEV MFR. ELEV MFR COORD W/ ELEV MFR COORD W/ LOOSE LINTEL W8X18ELEV MFRCOORD W/(+1'-10")EQ EQ (TYP) 8" CMU W8X18 HOISTWAY BEAM (+1'-10") W8X18 HOISTWAY BEAM (+1'-10")ELEV. MFR.COORD W/T/WALL = +1" LOOSE LINTEL 5 S-105 (SIM) ELEVATOR RAIL BRACKET SUPPORT 7 S-503 8 3/4"18' - 7 1/4" 19' - 4"2' - 2"2' - 6"3' - 6 1/4"8' - 2 1/4"6 S-503 T/WALL = -1" T/WALL SLOPES. T/WALL SLOPES.4' - 0"BENT PLATE DECK SUPPORT. SEE DETAIL. BENT PLATE DECK SUPPORT. SEE DETAIL. 7 S-503 4' - 0"BEAM BEARING SEE 5/S-501. 1 1/2"8" 4"4" COL 1 1/2"EQEQCOLTHICKNESS = 1"11 15/16"6 1/16"T/ELEV PIT SLAB SEE PLAN 1" NON-SHRINK GROUT SECTION A-A A A COL PL 1/2"x8"x4 1/4" T/ELEV PIT SLAB SEE PLAN HSS6x4x3/8" POST HSS6x4x3/8" POST PL 1/2"x8"x4 1/4" PL 3/8" STIFFENER FULL DEPTH EACH SIDE W12 BEAM SEE PLAN 3/16" TYP A W8X18 HOISTWAY BEAMELEV MFRCOORD W/COORD W/ ELEV MFRCOORD W/ ELEV MFR LOOSE LINTEL ELEV MFR COORD W/1' - 0 5/8"10' - 3 5/8"T/WALL = +0" (TYP)8" CMU T/WALL = VARIES T/WALL = -3" T/WALL = VARIES BM BEARING SEE 5/S-501(-2") A COORD W/ ELEV MFRCOORD W/ ELEV MFR ELEV MFR COORD W/1' - 0 5/8"10' - 3 5/8"LOOSE LINTELL4x4x1/4"L4x4x1/4"L4x4x1/4" 6 S-105 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-105 2018-02-07 APRIL 15, 2020 ELEVATOR FRAMING PLAN FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1/4" = 1'-0"1 ELEVATOR SECOND FLOOR FRAMING PLAN 1/4" = 1'-0"2 ELEVATOR THIRD FLOOR FRAMING PLAN 1" = 1'-0"6 SLAB EDGE AT ELEVATOR THRESHOLD 1" = 1'-0"7 SLAB EDGE DETAIL @ MASONRY WALL 1/4" = 1'-0"3 ELEVATOR ROOF FRAMING PLAN 1 1/2" = 1'-0"4 ELEVATOR RAIL SUPPORT FOUNDATION CONNECTION DETAIL 1 1/2" = 1'-0"5 ELEVATOR RAIL SUPPORT INTERMEDIATE CONNECITONS 1/4" = 1'-0"8 NORTH WEST ELEVATOR ROOF FRAMING PLAN 1/4" = 1'-0"9 NORTH WESTERN ELEVATOR SECOND AND THIRD FLOOR FRAMING PLAN NOTES: 1.DATUM ELEVATION IS AT TOP OF STEEL = (+432.0') 2.ALL ELEVATIONS ARE NOTED WITH RESPECT TO DATUM. NUMBER DATE ISSUED BY DESCRIPTION 5 64.2 5.5 (2) WT13.5x64.5(2) WT13.5x64.5(2) WT13.5x64.5(2) WT13.5x64.5HSS 8x4x1/4 PURLIN HSS 20x8x5/8" POSTHSS 20x8x5/8" POST 20' - 0"20' - 0"20' - 0" 60' - 0" HSS 8x4x1/4 PURLIN HSS 8x4x1/4 PURLIN HSS 8x4x1/4 PURLIN HSS 8x4x1/4 PURLIN HSS 8x4x1/4 PURLIN J HSS20x8x5/8" POST TO CANOPY ROOF16'-5" PARALLEL2 S-106 6 S-106 S-106 7 SIM (TYP AT ENDS) 1' - 3 7/16"20' - 0 1/8"2' - 11 7/8"13' - 7 1/16"3' - 5 1/16"12' - 11 7/8"6' - 11 15/16" HSS 20x8x5/8" POST S-106 7(TYP) S-106 7 (TYP) S-106 7SIM (TYP AT ENDS) 6 S-106 60' - 0" 3 S-106 3 S-106 TYP 4 LOCATIONS. 4.3 4.9 5.6 6.2 20' - 0" COLUMN REF PLANCOL GUSSET PT 1/2 EW EACH CORNER STONE VENEER. SEE ARCH. ELEV + 10'-0" BRICKSHELF ELEV3"3"2"GROUT COLLAR JOINT SOLID BELOW GRADE #4 CLOSED TIES @ 1'-0" O.C. PILE CAP SEE 4/S-301 SEE PLAN SEE PLAN 5" BRICKSHELF8"2" BASE PLATE TYPE BP5 OVER 1" THICK, HIGH STRENGTH, NON-SHRINK GROUT. SEE BASE PLATE SCHEDULE. 1 1/4" DIA. X 2'-6" LONG ANCHOR RODS. 1/2"Ø BLIND BOLT BREAK HSS CENTERED OVER EACH WT OUTRIGGER PURLIN SEE PLAN WT STEEL OUTRIGGER SEE PLAN 4 S-106 1/2"Ø HOT DIP GALVANIZED BLIND BOLT HSS 8x4 PURLIN SEE PLAN EQEQ3/16" L7x4x3/8 x 4" 1/2" STEEL CAP PLATE GRIND SMOOTH 10" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 10" 1' - 11" WORKING POINT +14'-6" 5/16" TYP 5/16" TYP COPE WT FLANGE AT COLUMN/HSS8 TYP. 1/2" STEEL STIFFENER PLATES AT EACH HSS PURLIN. (2) WT BUILT-UP OUTRIGGER ARMS. SEE PLAN. ALL STEEL AESS ALL STEEL FABRICATION AND FINISHES TO BE PERFORMED IN ACCORDANCE WITH AISC REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. * HOT DIP GALVANIZE 1/2"5/16" TYP 5/16" TYP 7"4' - 0" 8"HSS8x8x5/8" WORK POINT CAP PL 3/4 4" XS PIPE WORK POINT 21'-0"COL 1/4"5 TYP T/POST 1/2" THROUGH PL 5/8"x6" TYP 6" ALL HSS PURLINS TO RECEVE SPIDER CLIP ATTACHMENTS TO RECEIVE GLASS PANEL ROOF. COORD W/ GC, REQUIRED HOLES FOR SPIDER CLIP ATTACHMENT.99.46°2"+21'-0" T/STEEL +16'-5" T/STEEL +14'-6" RIP WT TO MATCH HSS COLUMN 1/2" STEEL STIFFENER STEEL PLATE 2-12 COL 1/2" GAP 1"⌀HOLE AT EACH PLATE 1/2" STEEL STIFFENER STEEL PLATE 1/4"3COL END PL 1/4" 1"⌀HOLE AT EACH PLATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-106 2018-02-07 APRIL 15, 2020 CANOPY FRAMING PLAN AND DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1/4" = 1'-0"1 ENLARGED ENTRY CANOPY FRAMING PLAN 1/2" = 1'-0"5 CANOPY FRAMING DETAIL 3/4" = 1'-0"7 ROOF PURLIN CONNECTION ENLARGED PLANS. 1 1/2" = 1'-0"4 ROOF LONG PURLIN CONNECTION DETAIL 1/2" = 1'-0"2 UPPER CANOPY FRAMING DETAIL 1 1/2" = 1'-0"3 OUTRIGGER DETAIL 1 1/2" = 1'-0"6 STEEL EXTERIOR OUTRIGGER DETAIL NUMBER DATE ISSUED BY DESCRIPTION 5 G I 5.1 5.5 2 S-107 3 S-107 2"FND WALL11" 2" GRADE BM 1' - 4" FND WALL11"2"WALL11" FND3/8"GRADE BM 1' - 4"2"GRADE BM1' - 4"1' - 6"9 13/16"11' - 7 1/2"9 5/16"1' - 6"1' - 4 3/8"5' - 3"2 S-107 4 7/16"13' - 2 5/8"3 7/8"3 7/8"T/WALL = -8" T/STEM = +0" T/STEM = +0" 4.9 5.6 5.5 SEE ARCH FOR WATERPROOFING AND INSULATION GRADE BEAM REINF. SEE SCHEDULE REINFORCED STRUCTURAL SLAB ON GRADE SEE FND. PLAN EXTERIOR WALL ASSEMBLY. SEE ARCH. VAROR BARRIER #4 @ 1'-0" O.C EACH FACE EACH WAY. #4 REINFORCING DOWELS @ 2'-0" O.C. 2' 2' 8" COMPACTED SLAB SUBBASE T/SLAB SEE PLAN 2" SEE PLAN CONC STEM #4@12"OC VERT. #4 CONT. TOP AND BOTTOM OF STEM. SEE PLANFND WALL SEE PLAN SEE SCHEDULE GRADE BM PLAN SEE SEE SCHEDULEGRADE BEAM4' - 0"SEE PLAN FIN. GRADE SEE PLAN T/GRADE BM SEE SITE PLAN T/WALL I EXTERIOR CONCRETE SLAB. SLOPE AWAY FROM BUILDNG. SEE SITE PLANS. SEE ARCH FOR WATERPROOFING AND INSULATION GRADE BEAM REINF. SEE SCHEDULE REINFORCED STRUCTURAL SLAB ON GRADE SEE FND. PLAN ENTRY. SEE ARCH VAROR BARRIER #4 @ 1'-0" O.C EACH FACE EACH WAY. #4 REINFORCING DOWELS @ 2'-0" O.C. 8" COMPACTED SLAB SUBBASE T/SLAB SEE PLAN #4 REINFORCING DOWELS @ 2'-0" O.C. 2' 2' 2' 2' T/GRADE BM SEE PLAN SEE SCHEDULE GRADE BM IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-107 2018-02-07 APRIL 15, 2020 ENLARGED FRAMING PLANS AND DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1/2" = 1'-0"1 ENLARGED VESTIBULE FOUNDATION PLAN 1" = 1'-0"2 SLAB EDGE AT SOUTH VESTIBULE 1" = 1'-0"3 SLAB EDGE AT SOUTH VESTIBULE THRESHOLD NUMBER DATE ISSUED BY DESCRIPTION TAPERED PLATE DOWELS @ 18" O.C. EQUAL TO DIAMOND DOWEL SYSTEM BY PNA CONSTRUCTION TECHNOLOGIES. SET BULK-HEAD @ REQ'D ELEV & STAKE SECURELY TO SUBGRADE. COMPACTED SLAB SUBBASE USE CONSTRUCTION (COLD) JOINTS WHERE REQUIRED FOR CONSTRUCTION SEQUENCING OR INTERRUPTION DURING POUR. LOCATE JOINTS TO COINCIDE WITH CONTRACTION JOINTS INDICATED ON FOUNDATION PLAN. TYP CORNER TYP INTERSECTION EXTEND ALL HORIZONTAL REINFORCEMENT INTO INTERSECTING WALL MATCH HORIZONTAL BAR SIZE AND SPACING MATCH HORIZONTAL BAR SIZE AND SPACING SCHEDULESEE LAPSCHEDULE SEE LAP 1" MINFIRST POUR SECOND POURSEE WALL ELEVATIONSFOR LAP REQUIREMENTPLACE CONCRETE TO THIS JOINT, ALLOW TO SETTLE AND STRIKE OFF AT BOTTOM OF STUD. PRIOR TO SECOND POUR, REMOVE LAITANCE (POWER WASH) TO EXPOSE A ROUGHENED AGGREGATE SURFACE. LAP SPLICE -SEE ELEVATIONS HORIZONTAL COLD JOINTS ARE NOT ALLOWED IN GRADE BEAMS. SAWCUT CONTROL JOINT (SCCJ) - SEE PLAN (SCJ) APPLY BOND BREAKER BETWEEN POURS. SIZE TO ALLOW 2" MIN CLEARANCE AT COLUMN BASE PLATE (24" SQUARE MIN) (SCCJ) -SEE PLAN STEEL COLUMN AND BASE PLATE (BELOW) (SCCJ) -SEE PLAN (SCJ) APPLY BOND BREAKER BETWEEN POURS. SIZE TO ALLOW 2" MIN CLEARANCE AT COLUMN BASE PLATE (24" SQUARE MIN) SLAB EDGE (SCCJ) -SEE PLAN STEEL COLUMN AND BASE PLATE (BELOW) (SCCJ) -SEE PLAN TYP2" MINIMUMTYP.2" MINIMUMSAW-CUT CONTROL JOINTS WITHIN 4 HOURS OF FINAL FINISH USING THE EARLY ENTRY DRY CUT SAW METHOD. LOCATE JOINTS AS SHOWN ON PLAN OR AT 12' O.C. IF NOT SHOWN. SEE FOUNDATION PLAN FOR REINFORCING. 10 MIL POLY VAPOR RETARDER LAP JOINTS 12". TAPE EDGES UNDISTURBED EARTH OR COMPACTED SELECT STRUCTURAL FILL AS REQD TO BRING TO PROPER GRADE SEE SPEC FOR CURING AND FINISH REQUIREMENT SEE PLAND8"COMPACTED SLAB SUBBASE ALL SAW-CUT CONTROL JOINTS TO BE FILLED WITH A POLYUREA JOINT FILLER (SEE NOTES). ALLOW SLAB TO CURE MIN 30 DAYS BEFORE FILLING JOINTS.D/44' - 0"SEE PLAN 8" FIN. GRADE 2" COVER GRADE BEAM REINF SEE SCHED. SLAB REINFORCING - SEE PLAN #4 REINF DOWELS AT 2' O.C.2'-0" 2'-0" - INSUL & EXT FINISH SEE ARCH FORDAMP PROOFING VAPOR BARRIER #4'S @ 12" EW PLANSEE BM SCHEDULE SEE GRADE SEE ARCH FOR WATERPROOFING AND INSULATION 8" COMPACTED SLAB SUBBASE T/SLAB SEE PLAN SEE PLAN T/GRADE BM T/WALL SEE PLAN SEE PLAN FND WALL SEE SITE PLAN 8 SCHEDULE SEE GRADE BM SEE PLAN SCHEDULESEE GRADE BM4' - 0"SEE ARCH FOR WATERPROOFING AND INSULATION GRADE BEAM REINF. SEE SCHEDULE8" MINREINFORCED STRUCTURAL SLAB ON GRADE SEE FND. PLAN CURTAINWALL SEE ARCH VAROR BARRIER #4 @ 1'-0" O.C EACH FACE EACH WAY. #4 REINFORCING DOWELS @ 2'-0" O.C. 2' 2' 8" COMPACTED SLAB SUBBASE T/SLAB SEE PLAN2"1" SEE PLAN CONC STEM #4@12"OC VERT. #4 CONT. TOP AND BOTTOM OF STEM. SEE PLAN FND WALL SEE PLAN T/WALL SEE PLAN FIN. GRADE SEE PLAN T/GRADE BM SEE SITE PLAN 8 PLAN SEE SCHEDULE SEE GRADE BM #4 @ 12" O.C EACH FACE EACH WAY FIN. GRADE GRADE BEAM REINF SEE SCHED. STRUCTURAL SLAB. SEE PLAN. #4 REINF DOWELS AT 2' O.C.1'-6" 1'-6" VAPOR BARRIER #4'S @ 12" EACH FACE EACH WAY. SEE ARCH FOR WATERPROOFING AND INSULATION 8" COMPACTED SLAB SUBBASE 8"SEE PLAN INSUL AND EXT FINISH SEE ARCH FOR DAMP PROFFING SEE PLAN T/WALL SEE PLANFND WALL SEE PLAN T/GRADE BM T/SLAB SEE PLAN SEE SITE PLAN 8 REINFORCED STRUCTURAL SLAB ON GRADE SEE FND. PLAN #4 REINFORCING DOWELS @ 2'-0" O.C. 2' 2'4' - 0"STOREFRONT. SEE ARCH. T/SLAB SEE PLAN SEE PLAN CONC STEM #4@12"OC VERT. #4 CONT. TOP AND BOTTOM OF STEM. SCHEDULE SEE GRADE BM SEE PLAN 2' - 0"GRADE BEAM REINF. SEE SCHEDULE 3 5/8" VAROR BARRIER #4 @ 1'-0" O.C EACH FACE EACH WAY. 8" COMPACTED SLAB SUBBASE SEE PLAN FND WALL 8" MIN2"1" T/WALL SEE PLAN FIN. GRADE SEE PLAN T/GRADE BM SEE SITE PLAN SEE PLAN SEE ARCH FOR WATERPROOFING AND INSULATION SEE ARCH FOR WATERPROOFING AND INSULATION GRADE BEAM REINF. SEE SCHEDULE REINFORCED STRUCTURAL SLAB ON GRADE SEE FND. PLAN CURTAINWALL SEE ARCH VAROR BARRIER #4 @ 1'-0" O.C EACH FACE EACH WAY. #4 REINFORCING DOWELS @ 2'-0" O.C. 2' 2' 8" COMPACTED SLAB SUBBASE #4@12"OC VERT. #4 CONT. TOP AND BOTTOM OF STEM. SEE PLAN 1"8" MINPLAN SEE SCHEDULE SEE GRADE BM SCHEDULESEE GRADE BMT/SLAB SEE PLAN T/WALL FIN. GRADE SEE PLAN T/GRADE BM SEE SITE PLAN2"COL SEE PLAN CONC STEM SEE PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-300 2018-02-07 APRIL 15, 2020 FOUNDATION DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1 1/2" = 1'-0"2 SLAB COLD JOINT 3/4" = 1'-0"3 FOUNDATION WALL REINF @ CORNERS & INTERSECTIONS 3/4" = 1'-0"4 TYP WALL HORIZ COLD JOINT 3/4" = 1'-0"5 TYPICAL COLUMN BLOCKOUTS 1 1/2" = 1'-0"1 STRUCTURAL SLAB ON GRADE 3/4" = 1'-0"7 FOUNDATION DETAIL @ BLDG MASONRY EXT FINISH 1" = 1'-0"8 FOUNDATION DETAIL AT SOUTHEAST CURTAINWALL 1" = 1'-0"6 FOUNDATION SECTION1" = 1'-0"9 SLAB EDGE DETAIL AT STOREFRONT 1" = 1'-0"10 SLAB EDGE AT SOUTH CURTAINWALL NUMBER DATE ISSUED BY DESCRIPTION 2" COVER FF ELEV (SEE PLAN) SEE GRADE BEAM SCHEDULE FOR REINFORCING COMPACTED SLAB SUBBASE STRUCT SLAB (SEE PLAN). 10 MIL VAPOR RETARDER #4 STIRRUPS @ 12" PLACE REBAR @ B/ SLAB FOR CENTER SPAN OF SLAB & @ EXT WALL GRADE BEAM SEE PLAN 1/3 SPAN ≈ 4' PLACE REBAR @ T/SLAB OVER INTERIOR GRADE BEAMS 1 1/2"MIN 24" LAP TYP CORNER TYP INTERSECTION EXTEND ALL HORIZONTAL REINFORCEMENT INTO INTERSECTING WALL MATCH HORIZONTAL BAR SIZE AND SPACING MATCH HORIZONTAL BAR SIZE AND SPACING TYP CORNER MATCH HORIZONTAL BAR SIZE AND SPACING SCHEDULESEE LAPSCHEDULE SEE LAP TYP INTERSECTION EXTEND ALL HORIZONTAL REINFORCEMENT INTO INTERSECTING WALL MATCH HORIZONTAL BAR SIZE AND SPACING 7' - 9"7' - 9"(TYP) 1' - 6"4' - 9"(TYP)1' - 6"4' - 9"PC5 PC4 6' - 6"6' - 6"3' - 6"(TYP)1' - 6"3' - 6"PC3 (TYP) 1' - 6" 2' - 1"2' - 2 1/2"4' - 3"2' - 3"PC2 (TYP) 1' - 6" 6' - 6" 3' - 6"6' - 6"(TYP)1' - 6"3' - 6"6' - 6" (TYP) 1' - 6"3' - 6"3' - 6"EQEQ"B" BARS "A" BARS 1' - 6""A" BARS "A" BARS "B" BARS "A" BARS "B" BARS NOTES; 1.SEE PILE CAP SCHEDULE FOR PILE DEPTH AND REINFORCING PC6 (TYP) 1' - 6"3' - 0"3' - 0"6' - 0"(TYP)1' - 6"3' - 0""B" BARS "A" BARS 9' - 0" PC1 3' - 6" (TYP) 1' - 9"1' - 9"1' - 9"3' - 6""B" BARS "A" BARS PC4A 6' - 6" (TYP) 1' - 6"3' - 6"6' - 6""B" BARS "A" BARS 1' - 6" 1'-6"x1'-6"x1" STEEL CAP PLATE FOR UPLIFT RESISTANCE 4 S-301 COL COLCOL COLCOLCOL 1' - 6"3' - 6"1' - 6"COLCOLCOLCOLCOLCOL COL COLPILE I.D. PC2 "A" BARS PC3 PILE CAP SCHEDULE NO. PILES 2 3 3'-0" 3'-0" DEPTH REINFORCING "B" BARS (8) #4 (8) #5 (3 WAYS) (5) #4 NOTES NOTES: 1. LOCATE ALL REINF. AT BOTTOM MAT UNLESS NOTED OTHERWISE. 2. PROVIDE 180 DEG HOOK AT EACH END OF REINF. BAR. 3. SEE 2/S-301 FOR TYPICAL PILE CAP SECTION. PC1 1 3'-0"(5) #4 (5) #4 PC5 PC6 5 6 3'-0" 3'-0" (14) #6 (14) #6 PC4 4 3'-0"(11) #6 (11) #6 (14) #6 (18) #6 PC4A 4 3'-0"(11) #6 (11) #6 REINFORCING IN TOP AND BOTTOM MAT. HOOK LENGTH IS 12 db AND TO REST ON PILE CAP BOTTOM MAT REINFORCING1' - 0"ONE BAR 2" MAX FROM EACH SIDE OF PILE. TYPICAL IN EACH DIRECTION. PILE CAP, PIER, AND COLUMN 1/4" 1/4" LENTON LOCK MECHANICAL REBAR SPLICE AT VERTICAL BARS TO PILE CAPS.3' - 0"CANOPY PIER AND PIER REINFORCING. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-301 2018-02-07 APRIL 15, 2020 FOUNDATION DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1" = 1'-0"1 GRADE BEAM / STRUCT SLAB 3/4" = 1'-0"2 GRADE BEAM REINFORCING @ CORNERS AND INTERSECTIONS 1/2" = 1'-0"3 PILE CAP PLAN DETAILS 1/2" = 1'-0"4 PILE CAP SECTION AT CANOPY NUMBER DATE ISSUED BY DESCRIPTION #4 CLOSED TIES @ 1'-0" O.C.1' - 8"1' - 4" EQ EQ COLEQEQ(8) #5 VERT P4 #4 CLOSED TIES @ 1'-0" O.C. SHELF 8" BRICK WALL 8" FND2 5/8"10"8"2 5/8"WALL8" FNDSHELF8" BRICKCOL (8) #5 VERT P1CVR2"COL#4 CLOSED TIES @ 1'-0" O.C. (3) #4 @ 2" O.C WITHIN TOP 8" OF PIER 1' - 7 13/16"COL 1' - 8" (12) #5 VERT P5 EQ EQ 2' - 2" GRADE BEAM 2 13/16"WALL8" FNDSHELF8" BRICK9"COL#4 CLOSED TIES @ 1'-0" O.C. SHELF 8" BRICK WALL 1' - 4" FND2 5/8"8"10"2 5/8"WALL1' - 4" FNDSHELF8" BRICKCOL (10) #5 VERT P3 CVR2"COL#4 CLOSED TIES @ 1'-0" O.C.COL(8) #5 VERT P2EQEQ2' - 2" GRADE BEAM2 5/8" WALL 8" FND SHELF 8" BRICK 8"2 5/8" WALL 8" FND SHELF 8" BRICK COL STEP BOTTOM OF GRADE BEAM DOWN TO MATCH BOTTOM OF EXTERIOR GRADE BEAM ELEVATION BEAM 1' - 4" GRADE #4 CLOSED TIES @ 1'-0" O.C.1' - 10"3' - 0" 1' - 6"1' - 6"COL11"11"(12) #10 VERT P6 (4) SIDES 5" BRICKSHELF COL COL IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-302 2018-02-07 APRIL 15, 2020 FOUNDATION DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1" = 1'-0"1 PIER PLANS NUMBER DATE ISSUED BY DESCRIPTION 1'-6" SQ x 1'-6" DEEP SUMP PIT SEE FND PLAN FOR LOCATION (5) #4 TIES @ 3" O.C. GRATING GALV L2x2x1/8" ANCHORED TO CONC. WITH 1/2"Ø x 4" SHEAR STUD ON 4 SIDES PROVIDE STD. 90° HOOKS FOR TOP BARS AROUND SUMP PIT REINFORCING DOWELS TO MATCH PIER REINFORCING SIZE AND SPACING VERTICAL REINFORCING SEE PIER PLAN DETAILS CLOSED TIES STEEL COLUMN SEE BASE PLATE DETAILS FOR MORE INFO. SEE PLAN T/ FTG SEE PLAN REINFORCED SLAB ON GRADE COMPACTED SLAB SUBBASE COMPACTED SELECT STRUCTURAL FILL 10 MIL VAPOR RETARDER T/PIER/GRADE BEAM SEE PLAN CVR3"SEE PLAN PILE CAPSCHEDULESEE FTGHOOK LENGTH IS 12 db AND TO REST ON PILE CAP BOTTOM MAT REINFORCING SEE PLAN CONCRETE PIER SEE PLAN T/SLAB ISOLATION JOINT 6"6"6"4' - 0"4' - 0"(6) -3/8x2 1/2 BENT BAR WITH 3/4"Ø HOLE FOR 5/8"Ø WEDGE ANCHOR (GALV) (5) -3/4"Ø NON-SLIP BAR x 1'-5 3/4" INSERT IN SIDERAILS & PLUG WELD 3/8x2 1/2" BAR SIDERAILS 1 1/4"1 1/4"1 1/4"1 1/4"2"1' - 6"2"3"4" NOTE: 1. PAINT ALL SURFACES OF LADDER AND BRACKETS1' - 0"4 3/4" 1' - 5 1/4"6"4' - 0"6"TYP1' - 0"6 4BEND LADDER TO COMPLY W/ ASME 17.1 1/4 1/4 TYP 1/4 TYP STAIR STRINGER SEE ARCH 3/4" DIAMETER EXPANSION ANCHOR. EMBED 4" MIN VAPOR BARRIER COMPACTED SLAB SUBBASE COORD WITH ELEVATOR MFR #5 DOWELS @ 2' OC VAPOR BARRIER WATERSTOP GRADE BEAM (BEYOND) 8" ELEVATOR PIT SLAB WITH #5'S @ 12" 0.C. EW TOP 1'-4" x 1'-4" SUMP PIT. COORD LOCATION W/ ELEV MFR. T/SLAB SEE PLAN ELEV SHAFT 8" CMU WATER PROOFING SEE ARCH #4'S @ 12 EW IF8" CONC WALL (-4'-8") PERIMETER GRADE BEAMM. PILE CAP @ CORNERS OF SHAFT STEEL PILE (BEYOND)8"2' - 0"8"GRADE BEAM 2' - 0"1' - 4" WATERSTOPW/ MFG4' - 0" COORD #5 DOWELS @ 2' OC INTO GRADE BEAM 2' 2'SCHED (TYP)SEE LAPSCHED (TYP)SEE LAP2 S-303 #4 @ 12" O.C. EW EF. (ONE SIDE ONLY). T/WALL SEE PLAN T/BRK SHLF SEE PLAN 2" MUD MAT 10 MIL VAPOR RETARDER F REINFORCED STRUCTURAL SLAB ON GRADE SEE FND. PLAN #4 @ 1'-0" O.C EACH WAY. #4 REINFORCING DOWELS @ 2'-0" O.C. 2' 2' GRADE BM REINF SEE SCHEDULE GRADE BEAM SEE PLAN GRADE BEAM REINFORCING SEE SCHEDULE SEE PLAN EOS INSUL & EXT FINISH SEE ARCH FOR DAMP T/SLAB SEE PLAN FIN. GRADE SEE SITE PLAN T/FND WALL SEE PLAN SEE PLAN GRADE BM SCHEDULE SEE LAP 8" 90° HOOK (TYP) CVR2" SEE PLAN T/GRADE BM HAUNCH SLAB TO REST ON GRADE BEAM 1' - 4"6' - 0" SEE LAP SCHEDULE 1' - 8" #4 @ 12" O.C. EACH WAY 2'2' SEE ARCH FOR WATERPROOFING AND INSULATION PLAN SEE 8 REINFORCED STRUCTURAL SLAB ON GRADE SEE FND. PLAN #4 REINFORCING DOWELS @ 2'-0" O.C. 2' 2' STOREFRONT. SEE ARCH. T/SLAB SEE PLAN #4@12"OC VERT. #4 CONT. TOP AND BOTTOM OF STEM. GRADE BEAM REINF. SEE SCHEDULE #4 @ 1'-0" O.C EACH FACE EACH WAY. SEE SCHEDULE GRADE BM 8" 90° HOOK (TYP) CVR2" T/GRADE BM SEE PLAN T/WALL SEE PLAN SEE PLAN EOS SCHEDULE SEE LAPGRADE BEAM. SEE PLAN GRADE BEAM REINFORCING SEE GRADE BEAM SCHEDULE FIN. GRADE SEE SITE PLAN SEE PLAN CONC STEM 8" MINPLAN SEE SEE ARCH FOR WATERPROOFING AND INSULATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-303 2018-02-07 APRIL 15, 2020 FOUNDATION DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1 1/2" = 1'-0"2 SUMP PIT DETAIL 3/4" = 1'-0"3 TYPICAL PIER FOUNDATION DETAIL 3/4" = 1'-0"4 ELEVATOR PIT LADDER 1 1/2" = 1'-0"5 STAIR STRINGER SLAB CONNECTION @ STRUCTURAL SLAB 1/2" = 1'-0"1 ELEVATOR SECTION 1" = 1'-0"6 SLAB EDGE DET AT DROPPED GRADE BEAM 1" = 1'-0"7 SLAB AT GRADE BEAM INTERSECTION NUMBER DATE ISSUED BY DESCRIPTION NOTES: 1. REFER TO COLUMN SCHEDULE FOR BASE PLATE DIMENSIONS. 2. HOLES MAY BE OVERSIZED 5/16" AND PROVIDE 1/4" PLATE WASHER. 3. ALL ANCHOR BOLTS TO BE 3/4" DIA UNLESS NOTED OTHERWISE. COLUMN REFER TO COLUMN SCHEDULE FOR COLUMN SIZE BASE PLATE-REFER TO COLUMN SCHEDULE FOR SIZE AND TYPE 1/4" LEVELING PLATE EXTEND 1/4" BEYOND ALL BASE PLATE EDGES 3/4" NON-SHRINK GROUT -MINIMUM MILL OR SAW COLUMN END. MILL TOP OF BASE PLATE (TYP)12" UNOHEAVY HEX NUT ASTM F1554 ANCHOR RODS (36 KSI) -REFER TO COLUMN SCHEDULE FOR SIZE AND BASE PLATE DETAIL FOR QUANTITY 1' - 0"1' - 4"8"8"3"3"EQEQ BP1 2" 3/16" TYP COLCOL 10"10"EQEQ1 1/2"1 1/2"1 1/2"1 1/2"EQ EQ BP3 COL COL1' - 0"1' - 0"EQEQ2"2"3"3"EQ EQ BP2 COL COLW14 WIDE FLANGE COLUMN 3/16" TYP W10 WIDE FLANGE COLUMN 1/4" 1' - 0"8"1' - 5"3"EQEQ BP4 2" 3/16" TYP COLCOL W14 WIDE FLANGE COLUMN 2' - 1"2"6"4"5"HSS 20 x 8 COLUMN PLATE THICKNESS = 2" COL COL1' - 3"1' - 3"8"8" BP5 2"2"2"2"8"BRACED FRAME STEEL GUSSET PLATE CONNECTION. PLATE THICKNESS = 2" PLATE THICKNESS = 1 1/2" PLATE THICKNESS = 1 1/2" PLATE THICKNESS = 1" 2" 2" 1 1/2"1 1/2"EQ EQ COL BEAM & COLWIDE FLANGE BEAM 1 1/2"GAGE BEAM WORKABLE13/16" DIA HOLES FOR 3/4" HIGH STRENGTH BOLTS 1/2" STEEL GUSSET PLATES. (2 EACH SIDE). 1/4" TYP PLATE THICKNESS = 3/4" BP6 1 1/2"1 1/2"EQ EQ COL BEAM & COLWIDE FLANGE BEAM GAGE BEAM WORKABLE13/16" DIA HOLES FOR 3/4" HIGH STRENGTH BOLTS PLATE THICKNESS = 1" BP7 BOTTOM OF BASE PLATE ELEV BASE PLATE CAP PLATE TYPE LENGTH WIDTH THICKNESS TYPE LENGTH WIDTH THICKNESS ANCHOR BOLTS 432'-0" ROOF ELEV 390'-0" FIRST FLR ELEV A/2 A/4 A/5 A/6 A/7 A/8 B/1 B/2 B/4 B/6 B/8 C/1 C/2 C/3 C/4 HSSx3x5/16"A(-10")/2 A(-10'-8 7/8"/2) F(+7'-9")/4.2 F(-1'-3")/4.2 F/3.5 F/4 BP3 7"W14x82389'-5" SEE 2/S-500 BP1 7"A/3 B/3 B/5 B/7 D/3 D/5 D/7 F/2 W10x497"W14x827"404'-0" SECOND FLR ELEV 418'-0" THIRD FLR ELEV C/5 C/6 C/7 C/8 D/1 D/2 D/4 D/6 D/8 E/1 E/2 F/6.5 F/8 HSSx3x5/16"HSSx3x5/16"BP4BP2 BP6 BP7 F(-9")/4.2 BP6 BP6 F/5 F/6 W8x31BP7 G/4.2 G/5.5 7"HSS5x5x3/8"7"BP3 HSS5x5x3/8"BP3 7"HSS5x5x3/8"I/5.1 I/5.5 BP3 G/6 W14x827"BP1 G/5 W10x497"BP2 389'-5"389'-5"389'-5"389'-5"389'-5"389'-5"389'-5"389'-5" SEE 2/S-500 SEE 2/S-500 SEE 2/S-500 AND 5/S-600 SEE 2/S-500 SEE 2/S-500 SEE 2/S-500 SEE 2/S-500 SEE 2/S-500 SEE 2/S-500 SEE 2/S-500 BEAM BRG BEAM BRG N/A N/A N/A N/A N/A N/A N/ACP1CP1CP2CP2 N/A N/A N/A N/A N/A N/A N/ASEE 3/S500 SEE 3/S500 SEE 3/S500 SEE 3/S500 3/4" DIA.3/4" DIA.3/4" DIA.1 1/4" DIA.3/4" DIA.3/4" DIA.3/4" DIA.3/4" DIA.3/4" DIA.3/4" DIA.3/4" DIA. J/4.3 J/4.9 J/5.6 J/6.2 BP5 400'-1" SEE 2/S-500 N/A N/A 1 1/4" DIA.HSS20x8x5/8"10'-1".COL(TYP)1 1/2"(TYP)1 1/2"1 1/2"1 1/2" GAGEBEAM WORKABLE BEAM AND COL 13/16"Ø HOLES FOR 3/4"Ø HIGH STRENGTH BOLTS CP1 COLUMN 1/2" CAP PLATE WIDE FLANGE BEAM 1 1/2"1 1/2"EQEQCOLBEAM & COL WIDE FLANGE BEAMGAGE BEAM WORKABLE 13/16" DIA HOLES FOR 3/4" HIGH STRENGTH BOLTS W14x82 COL CAP PLATE THICKNESS = 1 1/2" ALL OTHERS: CAP PLATE THICKNESS = 1" CP2 PLATE THICKNESS = 3/4" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-500 2018-02-07 APRIL 15, 2020 STRUCTURAL DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1 1/2" = 1'-0"2 STEEL COLUMN BASE PLATE 1/4" = 1'-0"1 COLUMN SCHEDULE 1 1/2" = 1'-0"3 CAP PLATE DETAIL NUMBER DATE ISSUED BY DESCRIPTION COL HIGH STRENGTH BOLTS -TYP TOP AND BOTTOMPL3/4"x8"x9 1/2" LONG - TYP SHEAR CONNECTIONSHEAR CONNECTIONPLATE AT EACH SIDE OF COL WF COLUMN WF BEAM TOP & BOTTOM STEEL PLATE TYP AT STIFFENER PLATE TYP PROVIDE DOUBLER PLATES AS REQUIRED PER DESIGN COLWF COLUMN WF BEAM SHEAR CONNECTION PLATE AT EACH SIDE OF COL SHEAR CONNECTION TOP & BOTTOM STEEL PLATE CAP PLATE TYP @ STIFFENER PLATE TYP PROVIDE DOUBLER PLATES AS REQUIRED PER DESIGN NOTES:1. CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. 2. DESIGN LOADS GIVEN ARE AT SERVICE LEVEL. 3. ALTERNATE CONNECTION TYPES MAY BE SUBMITTED FOR REVIEW COMP SLAB OPNG COORD SIZE AND LOCATION POUR STOP CLOSURE C8x11.5 POUR STOP FLUSH SECTION A SECTION B FLOOR BMS CHANNEL FRAME C8x11.5 -TYP SECT A SECT B PLAN DETAIL PROVIDE ALL ROOF AND FLOOR OPENING FRAMES PER SPEC SECTION 05120. COORDINATE QUANTITIES, LOCATION, AND SIZE OF OPENINGS WITH OTHERS AND H-SERIES, P-SERIES, AND A-SERIES DWGS. WIDE FLANGE BEAM SEE FRAMING PLAN PL 5/16" STIFFENER OVER COLUMN CENTERLINE STEEL COLUMN OR OTHER BEARING CONDITIONS PROVIDE 3/4 HEIGHT STIFFENERS WHERE BEAM FRAMES OVER TOP OF COLUMN OR WHERE OTHERWISE INDICATED. BEAM WIDE FLANGE BEAM SEE FRAMING PLAN FULL HEIGHT PL 5/16" STIFFENER OVER COLUMN CENTERLINE STEEL COLUMN OR OTHER BEARING CONDITIONS BEAM STEEL COLUMN OR OTHER BEARING CONDITIONS PL 5/16" STIFFENER OVER COLUMN CENTERLINE PROVIDE 3/4 HEIGHT STIFFENERS WHERE BEAM FRAMES OVER TOP OF COLUMN OR WHERE OTHERWISE INDICATED. BEAM STEEL COLUMN OR OTHER BEARING CONDITIONS WIDE FLANGE BEAM SEE FRAMING PLAN 3/16 3/16 3/16 3/16 3/16 3/16 D3/4 DD3/4 DTOP OF STEEL SEE PLAN FILL BEAM POCKET WITH SOLID OR SOLID GROUTED MASONRY CUT BLOCK COURSE BELOW STEEL BEAM BEARING GROUT SOLID STEEL BEAM SEE PLAN STEEL BEARING PL W/ 2-3/4"Ø x 12" LG HEADED CONCRETEANCHORS SET PLATE1/2" FROM FACE OF CMU. SEE BEARING PLATE SCHEDULE. BOND BEAM NEW MASONRY WALL. SEE PLAN, SECT, OR ELEV. CMU 3 1/4 2" LOCATE ANCHORS 1" FROM EACH END OF PLATE 3/4" COVER COMPOSITE SLAB-SEE PLANS FOR THICKNESS NOTE: CONTRACTION JOINTS ARE NOT REQUIRED IN COMPOSITE SLABS. IF CONSTRUCTION JOINTS ARE REQ'D, LOCATE OVER NON- COMPOSITE SUPPORT BEAMS. WELDED WIRE FABRIC (SEE PLAN FOR SIZE) PLACE IN FLAT SHEETS SEE SPEC FOR CONCRETE DESIGN MIX COMPOSITE STEEL DECK. SEE PLAN FOR SIZE. FABRICATE & INSTALL TOCOVER 3 OR MORE SPANS. PROVIDE CHAIRS TO SUPPORT WWR @ 2'-6" O.C. MAX EW ROOF OPENING TYP ROOF BEAM OR JOIST -TYP L6x4x3/8 (LLV) NOTCH VERT LEG FOR TOP BEARING 2 REQUIRED L4x4x1/4" -WELD FLUSH TO L6x4x3/8 -2 REQUIRED NOTES: 1.FOR USE WITH LIGHT ROOF EQUIPMENT, VENTS, ROOF DRAINS ETC. MAXIMUN EQUIPMENT WEIGHT 1000 POUNDS. 2.PROVIDE HOLES FOR BLOCKING AS REQUIRED. 3.COORDINATE FINAL SIZE AND LOCATION OF ROOF FRAMES WITH MECHANICAL AND PLUMBING CONTRACTORS.8'-0" MAX SPACINGBEAM T/STEEL STEEL WIDE FLANGE BEAM. STEEL ROOF DECK. SEE PLANROOF ASSEMBLY SEE ARCH STEEL BAR JOIST SEE PLAN ROOF SLOPE SEE PLAN ROOF SLOPE SEE PLAN STEEL BAR JOIST 3/16"6" PL 5/16"x6" WIDE 3/16"1/2"WIDE FLANGE HEADER T/STL NOTES:1.LINTELS INDICATED ARE FOR MASONRY WALLS AND APPLY FOR NEW AND EXISTING CONSTRUCTION. 2.ALL OPENINGS 1'-0" AND OVER IN ALL OTHER MASONRY CONSTRUCTION REQUIRE LINTELS 3.ALL LINTELS SHALL BEAR A MINIMUM OF 8" ON SOLID OR SOLID GROUTED MASONRY AT EACH END. 4.ALL LINTELS SHALL BE PREPARED, PRIMED AND/OR FINISHED IN ACCORDANCE WITH THE PROJECT MANUAL. EXTERIOR LINTELS ARE TO BE GALVANIZED. 5.THIS SCHEDULE APPLIES TO SINGL-WYTHE, AND CAVITY WALLS. FOR MULTI-WYTHE AND CAVITY WALLS REFER TO THIS SCHEDULE FOR LINTELS FOR EACH COMPONENT OF THE WALL. 6.WHERE MINIMUM 8" BEARING CAN NOT BE PROVIDED DUE TO INTERFERENCE WITH A STEEL COLUMN, PROVIDE CONNECTION OF LINTEL TO COLUMN. WHERE MINIMUM 8" BEARING CAN NOT BE PROVIDED DUE TO OTHER OBSTRUCTIONS, NOTIFY ARCHITECT. 7.SHORE EXISTING STRUCTURE AND WALL AS REQUIRED FOR INSTALLATION OF LINTELS. 4" MASONRY (1) LOOSE ANGLE 6" MASONRY (1) PAIR BACK TO BACK 8" MASONRY (1) PAIR BACK TO BACK 10" MASONRY (1) PAIR BACK TO BACK 12" MASONRY (1) LOOSE ANGLE (1) PAIR BACK TO BACK 16" MASONRY (2) PAIR BACK TO BACK TYPICAL WELDING OF BACK TO BACK ANGLES 2@12 2@12 2@12 2@12 4" MASONRY COMPONENTS USE ONE LOOSE ANGLE CLEAR OPENING ANGLE SIZE TO 5'-0"L4x4x5/16 TO 8'-0"L6x4x5/16 (LLV) TO 10'-0"L7x4x3/8 (LLV) 6" MASONRY COMPONENTSUSE ONE PAIR ANGLES PER 6" OF WALL WIDTH CLEAR OPENING ANGLE SIZE TO 4'-0"L3 1/2x3 1/2x5/16" AND L3x2x5/16 TO 6'-0"L4x3 1/2x5/16 (LLV) AND L3x2x5/16 TO 8'-0"L6x3 1/2x5/16 (LLV) AND L3x2x5/16 TO 10'-0"L6x3 1/2x3/8 (LLV) AND L3x2x5/16 10" MASONRY COMPONENTS USE ONE PAIR OF ANGLES PER 6" OF WALL WIDTH CLEAR OPENING ANGLE SIZE TO 6'-0"L5x5x5/16 (LLV) AND L4x4x5/16 TO 8'-0"L6x4x5/16 (LLV) AND L5x5x5/16 TO 10'-0"L7x4x3/8 (LLV) AND L5x5x5/16 8", 12" AND 16" MASONRY COMPONENTS USE ONE PAIR ANGLES PER 4" OF WALL WIDTHCLEAR OPENING ANGLE SIZETO 4'-0"L3 1/2x3 1/2x5/16 TO 6'-0"L4x3 1/2x5/16 (LLV) TO 8'-0"L6x3 1/2x5/16 (LLV) TO 10'-0"L6x3 1/2x3/8 (LLV) SHEAR STUD CONNECTOR CLOSURE PLATE REINF CONC SLAB ON DECK SEE PLAN FOR SPAN DIRECTION. 1/4"4-12 2" WT 7x13 AT 4'-0" O.C. DECK EDGE SUPPORT 10"x4 1/2"x5/16" COTINUOUS BENT PLATE. TYP AT WT WIDE FLANGE SPANDREL BEAM L7x4x3/8" (LLH) 1/4" NOTCHED BRICK BEAM 3/4" 1/4" SEE PLAN EDGE OF SLAB 1/4" GUSSET PLATE 4'-0" O.C. 3/16"COURSEONE BRICK(2) 1/2"Ø EXPANSION ANCHORS. EMBED 4" LOCATE ANCHORS IN DOW FLUTES CLIP ANGLE REINF CONC SLAB ON DECK SEE PLAN FOR SPAN DIRECTION. * HOT-DIPPED GALV ALL EXPOSED EXTERIOR STRUCTURAL STEEL WIDE FLANGE SPANDREL BEAM 1/2" TIM AT 1'-0" O.C.1/4" TYP SPANDREL BEAM 4'-0" NTS SEE PLAN 1/4" L6X4x5/16" (LLV) CONT 3/4"Ø ASTM A325 ANCHOR BOLT AT 12" O.C. (GALV) L4x4x5/16" CONTINUOUS (GALV) 6" 1/4" L4x4x1/4"x9" LONG 1/4" 3 SIDES 1/4" L4x4x3/8" AT 4'-0" O.C. 1/4" L4x4x3/8 x 6" LONG CLIP L4x4x3/8" AT 2'-0" O.C. 7/16" B/LINTEL SEE ARCH PLATE 1/2" x 4" WIDE CONTINUOUS T/STL SEE PLAN COORD W/ARCH4'-0"± (NTS)SEE ARCH FOR WALL ASSEMBLY WT 7x13 @ 4' O.C. DECK SUPPORT 1/4" 3/4" TYP AT WT 1/4" L6x4x5/16" x 6" LONG CLIP 1/4" L7x4x3/8" (LLH) CONT.1/2"NOTCH BRICK 1/4" GUSSET PLATE 4'-0" O.C. 3/16"COURSEONE BRICKIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-501 2018-02-07 APRIL 15, 2020 FRAMING DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1" = 1'-0"1 TYPICAL MOMENT CONNECTION DETAIL 3/4" = 1'-0"2 TYP FLOOR OPENING FRAME 1 1/2" = 1'-0"4 TYPICAL BEAM STIFFENER DETAIL 1 1/2" = 1'-0"5 TYP BEAM BEARING ON MAS DET 1 1/2" = 1'-0"3 TYPICAL COMPOSITE SLAB DETAIL 3/4" = 1'-0"6 ROOF FRAME OPENING 1 1/2" = 1'-0"7 JOIST BEARING DETAIL 1" = 1'-0"8 STEEL HEADER CONNECTION DETAIL 1 1/2" = 1'-0"9 TYPICAL LOOSE LINTEL SCHEDULE 1 1/2" = 1'-0"10 SLAB EDGE DETAIL 1 1/2" = 1'-0"11 HUNG LINTEL DETAIL NUMBER DATE ISSUED BY DESCRIPTION BEAM ASSEMBLY SEE ARCHEXTERIOR WALL CFMF STUD WALL STEEL SPANDREL BEAM T/STEEL SEE FRAMING PLAN 5"x1 1/2"x1/4" CONT. (LLH) BENT PLATE CFMF TOP TRACK 1/4"4-12 ROOF ASSEMBLY. SEE ARCH. PLAN EOSSEE CFMF DRIFT CLIP AT EACH STUD 5"x1 1/2"x1/4" (LLH) BENT PLATE CONTINUOUS FASCIA ANGLE CFMF STUD STEEL SPANDREL BEAM T/STEEL SEE FRAMING PLAN CFMF TOP TRACK BEAM BEAM SEE PLAN PLAN EOD SEE 1/4"4-12 T/COPING SEE PLAN CFMF DRIFT CLIP AT EACH STUD F OPEN WEB JOIST CFMF STUD WALL STEEL SPANDREL BEAM PER SJI ASSEMBLY SEE ARCH EXTERIOR WALL CFMF TOP TRACK T/STL SEE PLAN PLAN EODSEE CFMF DRIFT CLIP AT EACH STUD T/COPING SEE PLAN 5"x1 1/2"x1/4" (LLH) BENT PLATE CONTINUOUS FASCIA ANGLE 1'-0"x1 1/2"x1/4" (LLH) CONTINUOUS BENT PLATE FASCIA ANGLE 6" CFMF STUDSTEEL SPANDREL BEAM CFMF DRIFT CLIP T/STEEL SEE FRAMING PLAN SEE ARCH CFMF WALL ASSEMBLY T/COPING SEE PLAN CFMF TOP TRACK BEAM 3/16"4-12 SEE PLAN EOD CFMF STUDS CFMF BOTTOM TRACK POURSTOP CFMF DEFLECTION TRACK WIDE FLANGE SPANDREL BEAM CFMF STUDS SEE ARCH WALL ASSEMBLE 3/4"Ø SHEAR STUD T/SLAB SEE PLAN CLOSURE BEAM CFMF STUDS CFMF BOTTOM TRACK POURSTOP CFMF DEFLECTION TRACK WIDE FLANGE SPANDREL BEAM CFMF STUDS 3/4"Ø SHEAR STUD T/SLAB SEE PLAN SEE PLAN EOS SEE ARCH WALL ASSEMBLY BEAM SHEAR STUD CONNECTOR REINF CONC SLAB ON DECK SEE PLAN 1/4"4-12 2" WT 7x13 AT 4'-0" O.C. DECK EDGE SUPPORT 5/16" BENT PLATE TYP AT WT WIDE FLANGE SPANDREL BEAM L7x4x3/8" (LLH) 1/4" NOTCHED BRICK BEAM 3/4"1/2"1/4" SEE PLAN EDGE OF SLAB 1/4" GUSSET PLATE 4'-0" O.C. T/SLAB SEE PLANCOURSEONE BRICKF G H CFMF STUD WALL 1 1/2" STEEL ROOF DECK HSS 8x8 TUBE CURTAIN WALL SUPPORT T/SLAB SEE PLAN L4x4x1/4" CONT 2' - 6"3" STEEL ANGLE 1/4"4-12 WIDE FLANGE SPANDREL BEAM SEE PLAN F G H ASSEMBLY - SEE ARCHEXTERIOR WALL ROOF ASSEMBLY SEE ARCH 1 1/2" STEEL ROOF DECK DECK BEARS ON STUD WALL CFMF TOP TRACK CFMF STUD WALL CFMF BOTTOM TRACK T/SLAB SEE PLAN EXTERIOR CURTAIN WALL2' - 2"WIDE FLANGE SPANDREL BEAM POURSTOP 2' - 6"3" G H I SEE PLAN EOS POURSTOP 6"x5/16"x12'-10" LONG CONTINUOUS PLATE 1 1/2" STEEL ROOF DECK ROOF ASSEMBLY SEE ARCH 4-12 4-12 CFMF TOP TRACK L4x4x1/4" CONT. DRIFT CLIP AT EACH STUD SEE ARCH EXTERIOR WALL ASSEMBLY WIDE FLANGE SPANDREL BEAM CFMF STUDS CFMF BOX HEADER T/COPING SEE ARCH CFMF BOTTOM TRACK 6 7/16" BEAM 3"5' - 0" CFMF DRIFT CLIP ASSEMBLY SEE ARCH EXTERIOR WALL REINFORCED SLAB ON DECK.SEE PLAN CFMF BOTTOM TRACK POURSTOP CFMF STUDS L4x4x1/4" @ 4'-0" O.C. T/SLAB SEE PLAN BEAM PLAN EOS SEE A 10"CFMF STUD WALL STEEL SPANDREL BEAM T/STEEL SEE FRAMING PLAN CFMF TOP AND BOTTOM TRACK SEE ARCH WALL ASSEMBLY (4) #10 TEK SCREWS (2) .157"⌀@ EACH CLIP 16 GA. RIGID CLIP IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-502 2018-02-07 APRIL 15, 2020 STRUCTURAL DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1" = 1'-0"1 ROOF EDGE DETAIL AT JOIST PARALLEL TO EXTERIOR WALL 1" = 1'-0"2 FRAMING SECTION 1 1" = 1'-0"3 ROOF EDGE DETAIL AT JOIST PERPENDICULAR TO EXT WALL 1" = 1'-0"4 ROOF EDGE DETAIL 1" = 1'-0"5 SLAB EDGE DETAIL 1 1" = 1'-0"6 SLAB EDGE DETAIL 2 1 1/2" = 1'-0"7 SLAB EDGE DETAIL 3 3/4" = 1'-0"8 FRAMING DETAIL AT CURTAINWALL 1" = 1'-0"9 FRAMING DETAIL AT LOW ROOF EDGE 1" = 1'-0"10 VESTIBULE ROOF EDGE DETAIL 1" = 1'-0"11 SLAB EDGE DETAIL 3 1" = 1'-0"12 SLAB EDGE DETAIL AT STAIRS NUMBER DATE ISSUED BY DESCRIPTION ANGLES B/STL DOUBLE ANGLE PARTION SUPPORT. SEE PLAN TACK WELD NUT TO BEAM AND ANCHOR BOLT HANGER RODS BY PARTITION MFR. PARTITION ASSEMBLY BY MFR SEE PLAN W/ MFR 7" COORD NOTE PRE-DRILL HOLES IN ANGLES FOR ANCHOR RODS. COORD W/ PARTITION MFR.LATERALLY BRACE PATITION HANGER. (BY MFR) ANGLES B/STL SEE DETAIL 3/S-503 FOR JOIST PANEL POINT REINFORCING DOUBLE ANGLE PARTITION SUPPORT HANGER RODS SIZE, QUANTITY, AND SPACING BY PARTITION MFR SEE PLAN OPEN WEB STEEL JOIST 3/16" TYP "A" "A" PANEL POINT PANEL POINT 3/16" TYP JOIST AUXILIARY JOIST WEB ANGLE L1 1/4x1 1/4x1/4" ALTERNATE CONCENTRATED LOAD (GREATER THAN 100 LBS) PIPE OR DUCT FOR MECH, ELEC OR OTHER ITEMS SHOWN ON DRAWINGS AS SUPPORTED BY JOISTS (WITH A WEIGHT ON ONE JOIST GREATER THAN 100 LBS) COORD LOCATIONS AND WEIGHTS WITH OTHERS. CFMF STUDS CFMF BOTTOM TRACK POURSTOP CFMF DEFLECTION TRACK WIDE FLANGE SPANDREL BEAM CFMF STUDS 3/4"Ø SHEAR STUD T/SLAB SEE PLAN CLOSURE BEAM CFMF STUDS CFMF BOTTOM TRACK POURSTOP CFMF DEFLECTION TRACK WIDE FLANGE SPANDREL BEAM CFMF STUDS 3/4"Ø SHEAR STUD T/SLAB SEE PLAN BEAM ROOF FRAMING PLAN 42' -0" G H STEEL ROOF DECK. SEE PLAN ROOF ASSEMBLY SEE ARCH #5 @ 4'-0" O.C. VERT REINF 8" REINFORCED CMU ASSEMBLY SEE ARCH EXTERIOR WALL 8" DEEP BOND BEAM W/ (1) #5 CONTINUOUS. TYPICAL @ TOP OF ELEVATOR AND AT EACH FLOOR LEVEL. STEEL CLOSURE PLATE BY DECK SUPPLIER RIGID CLIP CONNECTOR @ EACH STUD. CFMF STUDS @ PARAPET T/PARAPET SEE ARCH 1/2"x4" WIDE CONTINUOUS PLATE WITH 1/2"⌀x4" LONG SHEAR STUD ANCHORS @ 2'-0" O.C. ROOF FRAMING PLAN 42' -0" STEEL ROOF DECK. SEE PLAN ROOF ASSEMBLY SEE ARCH #5 @ 4'-0" O.C. VERT REINF 8" REINFORCED CMU 8" DEEP BOND BEAM W/ (1) #5 CONTINUOUS. TYPICAL @ TOP OF ELEVATOR AND AT EACH FLOOR LEVEL. RIGID CLIP CONNECTOR @ EACH STUD. CFMF STUDS @ PARAPET T/PARAPET SEE ARCH 1/2"x4" WIDE CONTINUOUS PLATE WITH 1/2"⌀x4" LONG SHEAR STUD ANCHORS @ 2'-0" O.C. 7/16" x 1'-6" x 4" CONTINUOUS BENT PLATE. 1/4" ASSEMBLY SEE ARCHEXTERIOR WALL 1 1/2" STEEL ROOF DECK -SEE PLAN ROOF ASSEMBLY SEE ARCH STEEL CLOSER PLATE BY DECK MFR T/COPING SEE ARCH T/STL SEE PLAN 8" DEEP BOND BM WITH (1) #5 CONTINUE AROUND ELEVATOR 8" CMU ASSEMBLY - SEE ARCHEXTERIOR WALL #5 @ 4'-0" O.C. VERT. REINF. 1/2" x4" WIDE CONTINUOUS PLATE WITH 1/2"⌀x 4" LONG SHEAR STUD ANCHORS @ 2'-0" O.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-503 2018-02-07 APRIL 15, 2020 STRUCTURAL DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1" = 1'-0"1 SUSPENDED PARTITION CONNECTION DETAIL 1" = 1'-0"2 PARTITION SUPPORT CONNECTION DETAIL 3/4" = 1'-0"3 TYPICAL JOIST REINFORCING DETAIL 1" = 1'-0"4 Section 33 1" = 1'-0"5 Section 34 1" = 1'-0"6 ROOF EDGE DETAIL @ PARAPET 1" = 1'-0"7 ROOF EDGE DETAIL 1 1" = 1'-0"8 NORTH ELEVATOR ROOF EDGE DETAIL NUMBER DATE ISSUED BY DESCRIPTION FIRST FLOOR 0' -0" 2nd Floor 14' -0" 3rd Floor 28' -0" Roof 42' -0" 43.5 S-600 2 S-600 4 S-600 3 S-600 3 S-600 5 S-600 4 S-600 3 S-600 3 S-600 5 S-600 2 S-600 2 HSS5 X5 X 1/2 HS S 5 X 5 X 1 / 2 HSS5 X5 X1/2 HS S 5 X 5 X 1 / 2 HSS5 X 5 X 1/2 17' - 0 1/16" HS S 5 X 5 X 1 / 2 T=8 KI P S T= 8 K I P S T=16 KI P S T= 1 6 K I P S T=24 KI P S T= 2 4 K I P S PROVIDE SLOT WITH 1/16" GAP MAX. HSS BRACE DIAGONAL EQ EQ T Y P 1 " M IN TYP6"1/2" PLATE HSS BRACE DIAGONAL 1/4" 4 SIDES TYP1" TYPNOTES: 1. CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. 2. DESIGN LOADS GIVEN ARE AT SERVICE LEVEL.3. ALTERNATE CONNECTION TYPES MAY BE SUBMITTED FOR REVIEW HSS COLUMN WP WF BEAM BEAMHSS BRACE DIAGONAL SLOT END FOR GUSSET PLATE ERECTION BOLT TYP1"EQ EQ T Y P 1 " M IN NOTES: 1.CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. SUBMIT STAMPED CALCULATION FOR APPROVAL. 2.DESIGN LOADS GIVEN ARE AT SERVICE LEVEL. 4 SIDES SINGLE SHEAR PLATE -TYP TYP GUSSET PLATE COL HSS BRACE DIAGONAL SLOT END FOR GUSSET PLATE ERECTION BOLT TYP1"EQEQTYP1" MINGUSSET PLATE HSS COLUMN WP WF BEAM BEAMHSS BRACE DIAGONALSLOT END FOR GUSSET PLATE ERECTION BOLT TYP1"EQEQGUSSET PLATE 4 SIDES TYP1" MINNOTES: 1. CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. 2. DESIGN LOADS GIVEN ARE AT SERVICE LEVEL. 3. ALTERNATE CONNECTION TYPES MAY BE SUBMITTED FOR REVIEW ASTM F1554 A36 ANCHOR ROD T/PIER SEE PLAN CONCRETE PIER OR PILE CAP 1" NON-SHRINK GROUT BASE PLATE GUSSET PLATE ERECTION BOLT HSS BRACE DIAGONAL SLOT END FOR GUSSET PLATE HSS COLUMN W.P. SEE ELEVATION T Y P 1" M I N 4 SIDES 4 SIDES TYP 1" MIN COL SCHED VARIES SEE . NOTES: 1.CONNECTIONS TO BE DESIGN BY A PE LICENSED IN NEW YORK STATE. SUBMIT STAMPED CALCULATION FOR APPROVAL. 2.DESIGN LOADS GIVEN ARE AT SERVICE LEVEL. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: Consultant: 607.272.5060 www.ElwynPalmer.comIthaca, NY Elwyn Palmer CONSULTING ENGINEERS, PLLC& S-600 2018-02-07 APRIL 15, 2020 BRACED FRAME ELEVATIONS AND DETAILS FINAL BIDDING AND PERMIT SET _ WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MOB 1/4" = 1'-0"1 BRACED FRAME BF-1 1" = 1'-0"2 TYPICAL BRACED FRAME DETAIL 1" = 1'-0"3 BRACED FRAME CONNECTION DETAIL 1 1" = 1'-0"4 BRACED FRAME CONNECTION DETAIL 2 1" = 1'-0"5 BRACED FRAME BASE PLATE CONN DETAIL NUMBER DATE ISSUED BY DESCRIPTION GENERAL NOTES A. ALL EXTERIOR DIMENSIONS ARE F.O. BRICK VENEER TO F.O. BRICK VENEER & EQUALS EXTERIOR FACE OF FOUNDATION. B. ALL INTERIOR DIMENSIONS ARE TO FACE OF WALL U.N.O. C. SEE SITE DRAWINGS FOR CONFIGURATION AND CONSTRUCTION OF ALL SIDEWALKS D. ALL ROOF PENETRATIONS TO BE FLASHED PER ROOFING MFR. RECOMMENDATIONS. E. AT ALL CERAMIC FLOOR TILE LOCATIONS PROVIDE AN ANTI-FRACTURE MEMBRANE. F. COORDINATE CLOSELY WITH STRUCTURAL ENGINEER REGARDING LOCATION OF CONTROL JOINTS IN CONCRETE SLAB. TO GREATEST EXTENT POSSIBLE, LOCATE CONCRETE SLAB CONTROL JOINTS AT CERAMIC TILE GROUT LINE LOCATIONS. G. AT ALL EXTERIOR LOCATIONS WHERE CONCRETE SLAB ABUTS AN EXTERIOR WALL PROVIDE AN ASPHALT IMPREGNATED BOND BREAKER. H. ALL INTERIOR DOORS TO BE SET 4" OFF WALL OF HINGED SIDE UNLESS NOTED OTHERWISE. I. ALL FURNITURE, APPLIANCES, ETC. TO BE PROVIDED BY OWNER, U.N.O. J. REF. ROOM ELEVATIONS FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. PARTITION TYPES 3A 3 5/8" INTERIOR NON-RATED METAL STUD PARTITION • 5/8" TYPE "X" GYP BD ON BOTH SIDES OF 3-5/8" METAL STUDS @ 16" O.C. WITH SOUND BATTS CREASED TO FIT IN CAVITY FULL HEIGHT. ENTIRE WALL CONSTRUCTION IS TO EXTEND TIGHT TO THE UNDERSIDE OF THE DECK ABOVE. SEAL PERIMETER EDGES AND PENETRATIONS WITH ACOUSTICAL SEALANT. CUT TOP EDGE PROFILE OF GYP BD TO MATCH PROFILE OF METAL DECK ABOVE. FILL GAP WITH ACOUSTICAL SEALANT. 3 5/8" INTERIOR NON-RATED METAL STUD PARTITION -CHASE • SIMILAR TO TYPE , WITH GYP. BD. ONE SIDE ONLY. 1 HOUR RATED 3 5/8" INTERIOR METAL STUD PARTITION (UL DESIGN #U419) • 5/8" TYPE "X" GYP BD ON BOTH SIDES OF 3-5/8" METAL STUDS @ 16" O.C. WITH SOUND BATTS CREASED TO FIT IN CAVITY FULL HEIGHT. ENTIRE WALL CONSTRUCTION IS TO EXTEND TIGHT TO THE UNDERSIDE OF THE DECK ABOVE. SEAL TIGHT TO DECK AND FILL ALL VOIDS WITH FIRE SAFING MATERIAL AND SEALANT.CUT TOP EDGE PROFILE OF GYP BD TO MATCH PROFILE OF METAL DECK ABOVE. FILL GAP WITH ACOUSTICAL SEALANT. 3B 3A 3C 3 5/8" INTERIOR NON-RATED METAL STUD PARTITION -FURRED -WITH DECORATIVE PANELS • SIMILAR TO TYPE , DECORATIVE WALL PANELS APPLIED TO FACE OF GYP. REF. A-700 FOR DETAILS. 3D 6" INTERIOR NON-RATED METAL STUD PARTITION -CHASE • SIMILAR TO TYPE , WITH 6" METAL STUDS 6B 3B 3B 3 5/8" LEAD-LINED INTERIOR NON-RATED METAL STUD PARTITION • SIMILAR TO TYPE , WITH 1/16" LEAD LINING TO 7'-0" AFF MINIMUM BETWEEN GYP. BD. AND FACE OF STUD ONE SIDE ONLY. SEE ADDITIONAL SHIELDING REQUIREMENTS IN PROJECT SPECIFICATIONS. 20ga STUDS MIN. 3E 3A 3 5/8" LEAD-LINED INTERIOR NON-RATED METAL STUD PARTITION -CHASE • SIMILAR TO TYPE , WITH GYP. BD. ONE SIDE ONLY. 3F 3E 6" INTERIOR NON-RATED METAL STUD PARTITION • SIMILAR TO TYPE , WITH 6" METAL STUDS. 6A 3A 1 HOUR RATED SHAFTWALL (UL DESIGN #U469) • 2 1/2" C-H STUDS @ 24" O.C. W/1" GYPSUM LINER PANEL AT THE INSIDE FACE AND ONE (1) LAYER OF 5/8" TYPE 'X' GYPSUM BOARD AT THE OUTSIDE FACE OF THE C-H STUDS W/ FIBERGLASS BATTS FULL HEIGHT AND TO FILL CAVITY. ENTIRE WALL CONSTRUCTION IS TO EXTEND TIGHT TO THE UNDERSIDE OF THE DECK ABOVE. SEAL TIGHT TO DECK AND FILL ALL VOIDS WITH FIRE SAFING MATERIAL AND SEALANT. 2B SMOKE PARTITION • SIMILAR TO TYPE , BUT SEALED FOR SMOKE ONLY. 5 3A 2 1/2" INTERIOR NON-RATED METAL STUD PARTITION -FURRED. • SIMILAR TO TYPE , WITH 2 1/2" STUDS. 2A 3B PARTITION NOTES: 1 HOUR RATED CMU WALL (UL DESIGN #U906) • 8" OR 10" CONCRETE MASONRY UNITS, FILL CORES SOLID. ENTIRE WALL CONSTRUCTION IS TO EXTEND TIGHT TO THE UNDERSIDE OF THE DECK ABOVE. SEAL TIGHT TO DECK AND FILL ALL VOIDS WITH FIRE SAFING MATERIAL AND SEALANT. SEE STRUCTURAL DWGS. FOR REINFORCEMENT. 8 3A1. ALL WALLS ARE TYPE UNLESS NOTED OTHERWISE 2. PROVIDE FIRE SAFING MATERIAL & FIRE SEALANT AT ALL PENETRATIONS THROUGH FLOORS, SHAFTS AND FIRE RATED CONSTRUCTION, TYP. 3. ANY PENETRATIONS OR OPENINGS IN LEAD-LINED WALLS (TYPE OR ) SHALL BE PROTECTED. PENETRATIONS SHALL BE WRAPPED AND DOOR FRAMES AND DOORS AND HARDWARE SHALL BE LINED WITH A 1/16" LAYER OF LEAD. GLAZING IN ANY OPENING SHALL BE LEAD INFUSED GLASS. SEE RADIATION SHIELDING REPORT AND PROJECT SPECIFICATIONS FOR FURTHER INFORMATION. 3E 3F 10 6" INTERIOR NON-RATED METAL STUD PARTITION -FURRED -WITH STONE VENEER • SIMILAR TO TYPE 6C 6A 1 HOUR RATED 6" INTERIOR METAL STUD PARTITION (UL DESIGN #U419) • SIMILAR TO TYPE , WITH 6" METAL STUDS 6D 3C 8" INTERIOR NON-RATED METAL STUD PARTITION • SIMILAR TO TYPE , WITH 8" METAL STUDS. 8A 3A IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-001 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP GENERAL NOTES AND PARTITION TYPES FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING LISTING RATING DESCRIPTION UL D902 1-HOUR 2ND AND 3RD FLOOR STRUCTURAL FRAMING UL U419 1-HOUR INTERIOR NON-LOAD BEARING METAL STUD/GYP BD PARTITIONS UL U469 1-HOUR SHAFTWALL UL U905 1-HOUR ELEVATOR SHAFTS UL X528 1-HOUR 1ST and 2ND FLOOR COLUMNS FIRE RATINGS GUIDE NUMBER DATE ISSUED BY DESCRIPTION 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA BB CC DD E F F LARGE EXAM 1103 EXAM 1104 EXAM 1105 PAT. TLT. 1106 EXAM 1107 EXAM 1108 LINEN HOLD. 1919 JAN. 1913 GENERAL STORAGE 1918 EXAM 1305 PAT. TLT. 1304 EXAM 1303 EXAM 1302 LARGE EXAM 1301 CLEAN SUPPLY 1200 PATIENT CORRIDOR 1300 COFFEE 1917 EXAM 1501 EXAM 1502 EXAM 1503 PAT. TLT. 1504 EXAM 1505 EXAM / PROCEDURE 1506 DATA 1915ELEC. 1916 CLEAN 1601 TREATMENT 1703 TREATMENT 1704 PAT. TLT. 1705 TREATMENT 1708 SOILED 1605 CHECK-IN 1700 PATIENT CORRIDOR 1500 PATIENT CORRIDOR 1100 3.5 6.5 MECHANICAL ROOM 1101 2 A-300 RECEIVING 1901 MED GAS 1102 PUBLIC TLT. 1005 PT GYM 1701 PAUSE 1006 PAUSE 1008 1 1 PUBLIC TLT 1003 PAUSE 1002 STAIR 1902 A-410 1 ELEV. 3 ELEC 1903 A-422 1 A-422 6 1'-8" 19'-10" 3'-8"36'-8"14'-0" 3'-0" 3'-0" 14'-0"31'-10"6'-0" 22'-4"F.O. STUD 1'-8"8 1/2" 1 A-300 5 A-301 3 A-300 4 A-300 7 A-302 G G 4.3 4.9 5.5 6.2 EXAM 1306 SOILED 1205 HAND THERAPY 1709 8 A-302 CORRIDOR 1900 A-402 1 A-402 3 A-400 2 9 A-302 CORRIDOR 1007 STAIR 1001 VESTIBULE 1000 ELEV. 1 ELEV. 2 COLLAB. ZONE 1603 PATIENT CORRIDOR 1702 COLLAB. ZONE 1914 VEST. 1004 COLLAB. ZONE 1201 COLLAB. ZONE 1600 WORK 1706 A-500 1 WHEELCHAIR STORAGE 1009 A-500 5 A-500 10 A-500 8 A-500 3 1201A 1201B 1300A 1500A 1600A 1100A 1104B 1105B 1107B 1108B 1100B 1107A 1106 1105A 1104A 1103A 1101A 1101B 1901A 1919 1903 1205 1300B 1305A 1305B 1304 1303A 1302A 1301A1301B 1302B 1303B 1500B 1915A 1915 1506A 1506B 1505A 1505B 1103B 1504 1503A 1502A 1501A 1501B 1502B 1503B 1601 1700 1703 1704 1705 1707 1708 1005 1003 1001B 1000A 1902B 1102 1901B 1901C 1101C 1902A 1702A 1108A 1918 1306B 1306A 1200 1913 1606 1000B 1709 1702B A-413 1 A-421 6 2'-7" 5'-1"1'-3"1'-3" 7'-9" 7'-6 1/2" 1'-8". 13'-2"30'-0"30'-2" 1'-8". 15'-7" 9'-11" 10" 1'-8" 1'-8" 22'-10"17'-2" 13'-0" 17'-0"30'-0"30'-0"25'-0" 5'-0" 17'-2" F.O. MULLION 1'-5"8 1/2"F.O. STUD1'-8"21'-10"9'-4"14'-0"6'-0"6'-0"2'-0"6'-0"6'-0"14'-0"13'-4"19'-10"F.O. MULLION1'-5"4'-0 1/2"LOUVER5'-0"6'-7"F.O. STUD1'-0"F.O. STUD 1'-0" 4'-7" LOUVER 5'-0" 4'-0" 6'-0" 6'-0" 6'-0" 2'-0" 6'-0" 23'-2 1/2" 20'-0" 20'-0"20'-0"97'-11"24'-2 1/2"134'-7 1/2"23'-9"1'-8" 21'-2"27'-11 1/2"76'-9"16'-11 1/2"F.O. STUD1'-0"6'-7"LOUVER5'-0"F.O. STUD 1'-0" 4'-7" 5'-0" 2'-0" 6'-2" F.O. MULLION 26'-10" 22'-10" 1'-8"52'-0"24'-3 1/2" 15'-8 1/2" 13'-3 1/2"23'-7 1/2"26'-10"F.O. STUD1'-0"4'-8"6'-0"A-401 1 W1 W1 W1 W1 W10 W10 W9 W83'-4"1'-6" 8'-0" 11'-8"F.O. STUD1'-0"MED/ POC 1602 MD WORK 1204 A-419 6 A.1 A.3 F.2 5.1 5.44.2 F.5 3C 3C 6D 3C 3C 3C 3C 3C3C A-500 2 F.1 A-427 3 A-427 6 A-427 10 COLLAB. ZONE 1203 MED/ POC 1202 W7 W7 W1 CHANGING 1414 X-RAY 1413 RADIOLOGY WAITING 1409 TECH WORK 1412 X-RAY 1411 CHANGING 1410 MAMMOGRAPHY READING 1408 MAMMOGRAPHY WAITING 1404 ULTRASOUND 1405 MAMMOGRAPHY 1407 WORK 1401 ADMIN 1402 ADMIN 1403 RECEPTION 1400 2 12 12 STAFF TLT. 1904 STAFF TLT. 1905 LOUNGE 1906 RAD. READING 1907 RAD. READING 1908 RAD. READING 1909 STAFF TLT. 1910 LACTATION 1911 SUPPORT SERVICES 1912 CHANGING 1406 3'-6" 7'-1" 4'-11" 9'-11" 1'-6" 9'-11" 1'-6" 5'-10" 4'-2" 9'-11" 1'-6" 10'-0"1'-6 1/2"12'-9 1/2" 6'-0 1/2" 14'-6" 6'-0 1/2" 1'-6" 11'-3" 5'-9" 14031402 1405B 1405A 1406 1407 1408A 1408B 1410 1411A 1411B 1412A 1414 1413 1400 1915B 1907 1908 1909 1910 1911 1912 1605 1904 1905 1409 4 A-300 SIM 2 A-300 SIM 7 A-302 SIM 2 A-300 SIM 3 A-300 SIM 4 A-300 SIM 4 A-300 SIM 4 A-300 SIM OFFICE 1606 STORAGE 1707 14 6A14'-3"6 1/2"10'-11" 10'-4"6'-2 1/2"ALIGN9 1/2" 7'-8" 14'-9 1/2" 4'-5" 3'-2" 11'-3" 5'-9" 3C 3C 3'-10 1/2"6'-5" 1'-6" 9'-11" 1'-6" 9'-11" 1'-6" 7'-11 1/2" 9'-11" 1'-6" 11'-5" 1'-0" 4'-4" 5'-9" 1'-6" 5'-4" 5'-9" 7'-8" 6'-9"2'-0"1'-6"1'-6"1'-6"1'-6"1'-3 1/2"1'-6"4'-5"1'-2"7'-2 1/2"9'-5"1'-11"9'-4 1/2"1'-11"9'-11"9'-6"1'-11"9'-6"1'-11"9'-9"1'-11"3'-6"1'-6"1'-6"1'-6"1'-8"1'-6"1'-6"1'-6"1'-6"W4 W1 W1 W4 8 7 7 4'-0" 2'-4" 2'-9" 4'-9" 2'-4" 2'-9" 4'-0"3'-6" 3'-11" 18'-5"6'-7"CLEAR 5'-4"5'-5" 1'-2"1'-2 1/2"CLEAR5'-0"2'-6 1/2" 5'-1 1/2" 6'-6 1/2"4'-7 1/2"10'-7 1/2"10'-11 1/2"7'-11"7'-11"7'-11"7'-2"7'-5 1/2"15'-10 1/2"5'-11 1/2" A-422 1 SIM. 2'-7" 2'-7" 8'-6 1/2"10'-11 1/2"CLEAR 4'-0"3'-1" 2'-4" CLEAR 5'-0"2 CLEAR5'-0"1'-7 1/2" 7'-8" 6'-9" 4'-5" 1'-7" 2'-9" 4'-4" 2'-4"6'-7" 24'-2"8'-11"7'-5"3'-0" 5'-2" 2'-11" 5'-1" 19'-7 1/2" CLEAR 5'-0" CLEAR 5'-4" 2'-7" 6" LINE OF CURB 6'-3 1/2"OUTLINE OF CANOPY A-4197 A-4199 8CLEAR5'-0"6D 3C 8'-7"4'-6"16 16 16 16 18 18 16 16 16 16 2'-7" 1'-2 1/2" A-424 1 A-424 6 16 16 16 16 17 A-424 11 15 3C A-500 10 SIM. A-500 10 SIM. CB CB C B B C 2 2 C B 2 2 C B B C 8A 3'-5" 1'-8"2'-5"E.5 41 41 41 41 A-421 10 41 41 41 41 5'-8"CL 47 A-42111 A-419 5 48 48 1001A A-4114Sim 3Sim 19 19 A-4114Sim 3Sim 4 A-419 3 A-421 15 6A 3C 3C 3C 3C 3C 3C 3C 6B 3C3C 3C GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE:6 A-430 /SEE: 1 A-41546 47 48 49 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-100 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP FIRST FLOOR PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 FIRST FLOOR PLAN N NUMBER DATE ISSUED BY DESCRIPTION DN 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA BB CC DD E F F 3.5 6.5 2 A-300 6 A-301 1 1 STAFF TLT. 2603 PAUSE 2008 STAFF LOUNGE 2604 MD LOUNGE 2605 STAIR 1902 PAUSE 2009 JAN. 2602 1 A-300 5 A-301 3 A-300 4 A-300 7 A-302 PUBLIC TLT. 2005 PUBLIC TLT. 2003 LARGE EXAM 2301 LARGE EXAM 2312 EXAM 2302 EXAM 2311 EXAM 2310EXAM 2303 PAT. TLT. 2304 PAT. TLT. 2309 EXAM 2305 EXAM 2308 CLEAN SUPPLY 2201 COLLAB. ZONE 2203 COFFEE 2612 PATIENT CORRIDOR 2300 AUDIOLOGY 2306 SOILED HOLDING 2206 ELEC. 2611 DATA 2610 EXAM/ PROCEDURE 2307 CORRIDOR 2000 CONSULT 2401 CLEAN SUPPLY 2402 LARGE EXAM 2501 EXAM 2502 EXAM 2503 PAT. TLT. 2504 EXAM 2505 EXAM/ PROCEDURE 2506 SOILED HOLDING 2406 COFFEE 2609 PATIENT CORRIDOR 2500 STAIR 1001 GG 4.3 4.9 5.5 6.2 8 A-302 STAFF TLT. 2606 STAFF TLT. 2607 A-420 1 7 A-402 A-400 4 9 A-302 COLLAB. ZONE 2200 COLLAB. ZONE 2400 MED/ POC 2403 COLLAB. ZONE 2404 WORKSTATIONS 2608 MD WORK 2205 MD WORK 2405 A-500 9 2602 2603 2300A 2005 2003 2601 2300B 2206 2306B 2306A 2305A 2305B 2304 2303A 2303B 2302A 2302B 2301A2301B 2312B 2312A 2400A 2400B2401A 2401B 2402 2311B 2311A 2310A 2310B 2309 2308B 2308A 2307A 2307B 2611 2610 2406 2506B 2505B 2200 2502B 2503B 2501B 2501A 2502A 2503A 2504 2500B 2605 2505A 2506A 2606 2607 VEST. 2004 A-402 3 SIM. ELEV. 1 ELEV. 2 CORRIDOR 2130 MECHANICAL ROOM 2007 CORRIDOR 2600 PAUSE 2006 1'-4 1/2"60'-2"6'-0" 2'-0" 6'-0" 6'-0" 6'-0" 2'-0" 6'-0"31'-10"6'-0" 22'-4"F.O. STUD 1'-8" 6"3'-6"8"F.O. STUD1'-0"1'-10" 6'-0" 6'-0" 6'-0" 13'-4" 6'-0" 2'-0" 6'-0" 6'-0" 6'-0" 2'-0" 6'-0" 6'-0" 6'-0" 2'-0" 6'-0" 9'-4" 21'-10"F.O. STUD1'-8"6"F.O. STUD1'-0"F.O. STUD1'-0"4'-8" 6'-0" F.O. STUD 1'-0" 4'-7" LOUVER 5'-0" F.O. STUD 1'-0" 4'-7" LOUVER 5'-0"2'-7" 5'-1"1'-3"1'-3"7'-9" 7'-9" 1'-6" 13'-2"30'-0"30'-2" 1'-6" 25'-8" 10" 1'-4 1/2"27'-10 1/2"76'-4"17'-2"1'-6" 21'-5 1/2"134'-4 1/2"23'-6 1/2" STAFF TLT. 2603 STAFF LOUNGE 2604 STAIR 1902 PAUSE 2002 JAN. 2602 ELEV. 3 PUBLIC TLT. 2005 PUBLIC TLT. 2003 2602 2603 2005 2003 2601 1'-6"22'-10"17'-2"13'-0"17'-0"30'-0"30'-0"25'-0"5'-0"17'-2"1'-8"98'-2"24'-0"6'-0" 6'-0" 6'-0" 3'-0" F.O. STUD 1'-0" 8" 8" F.O. STUD 1'-0" 3'-0" 6'-0" 6'-0" 6'-0" 2'-0" 6'-0"F.O. STUD1'-0"6'-7"LOUVER5'-0"MED/ POC 2202 CATARACT DIAG. EXAM 2127 LASER DIAG. EXAM 2126 EYE EXAM 2125 EYE EXAM 2124 EYE EXAM 2123 EYE EXAM 2122 A-401 2 W2 W2 W2 W2 W6 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2W2 W10 A-402 2 SIM. 22'-8"1'-8"52'-2 1/2"53'-4 1/2"23'-1 1/2"27'-4" A-420 2 2001 2126 2124 2123 2122 2130B 2100B 2007A 2125 2127 2201 2121 21182116 2114B 2112B 2130A 2100A 2500A A.1 A.3 F.2 5.1 5.44.2 F.5 A-411 1 SIM. A-417 1 STERILIZATION 2618 EYE EXAM 2111 STORAGE 2128OPTICIAN 2102 PRE-TEST 2104 PRE-TEST 2105 CASHIER 2101 OFFICE 2129 EYE EXAM 2120 EYE EXAM 2113 STORAGE 2121 STAFF COLLAB. 2114 PAT. TLT. 2116 PAT. TLT. 2118 SUBWAIT 2115 SUBWAIT 2119 CORRIDOR 2103 VF DIAG. EXAM 2106 SOILED 2112 OPTICAL 2100 2106 CORRIDOR 2117 F.1 9 11 EYE EXAM 2110 EYE EXAM 2109 PHOTO. DIAG. EXAM 2108 OCT DIAG. EXAM 2107 F.O. STUD1'-0"6'-7"LOUVER5'-0"A-500 4 2111 2007B 2110 2109 2108 2107 2112A 2113 2114A 2117 2618A 2618B10'-11 1/2"1'-1 1/2"A-422 1 SIM. A-422 6 10 6'-0" 3'-6 1/2" 6'-1" 3'-6 1/2" 16'-10"1'-0"3'-0"2'-0"9'-6" 1'-11" 9'-4" 1'-11" 9'-6" 6'-0"2'-8 1/2"2'-1 1/2"9'-6" 3'-11" 11'-0" 8'-5" 8" 3'-11" A-425 6 A-423 1 1'-6"2'-1 1/2"1'-6"1'-6"4'-11"1'-6"CLEAR 5'-4" CLEAR 4'-0" 15'-7 1/2" 4'-5" 12'-6" 1'-0"8'-6 1/2"9'-4"3'-4 1/2" 23'-11 1/2"4"1'-11"18'-4"4"6'-5"10'-11 1/2"CLEAR5'-0"CLEAR5'-0"15 A-42113 18 16 16 16 A-411 A-421 8 3'-1" 5'-2 1/2" 2'-8" A-4214 3 5 A-421 6 Sim 4 A-300 SIM 2 A-300 SIM 7 A-302 SIM 3 A-300 SIM 4 A-300 SIM 4 A-300 SIM 4 A-300 SIM 2 A-300 SIM 2 2 B C B C B C 2 2 A-500 2 SIM.2'-3"A-500 11 A-500 3 SIM. E.5 14 A-4217 2 Sim 195'-3 1/2"47 CL A-4219 2'-6"2'-6"2'-0"A-419 5 Sim A-419 6 Sim 1 1'-2 1/2" 6'-1" 1'-8 1/2" 2102A 2102B 2128 2129 2102A 2102B 2128 21292129 6B 6B 19 GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE:6 A-430 /SEE: 1 A-41546 47 48 49 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-101 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP SECOND FLOOR PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 SECOND FLOOR PLAN N 47 NUMBER DATE ISSUED BY DESCRIPTION LG.BLANKETWARMER2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA BB CC DD E F F 3.5 6.5 134'-4 1/2"23'-6 1/2"22'-10" 2 A-300 1 1 STAIR 1902 STAFF TLT. 3604 STAFF LOUNGE 3605 MD LOUNGE 3606 STAFF TLT. 3607 STAFF TLT. 3608 PUBLIC TLT. 3005 PUBLIC TLT. 3003 PAUSE 3002 PAUSE 3008 PAUSE 3007 JAN. 3603 ELEV. 3 1 A-300 5 A-301 3 A-300 4 A-300 7 A-302 MECHANICAL ROOM 3100 CONFERENCE 3102 VEST. 3101 STOR. 3103 CONSULT 3201 CONSULT 3202 PREP/ RECOV. 3203 PREP/ RECOV. 3204 PREP/ RECOV. 3205 PREP/ RECOV. 3206 PREP/ RECOV. 3207 PREP/ RECOV. 3208 MEN'S LOCKER 3615 PROCEDURE/ ENDOSCOPY 3214 PROCEDURE/ ENDOSCOPY 3215 PROCEDURE/ ENDOSCOPY 3220VEST. 3105 STOR. 3104 E.S. 3221 SOILED WORK 3223 CLEAN SUPPLY 3226 MED 3228 NURSE STATION 3227 CORRIDOR 3230 LARGE EXAM 3301 CONSULT 3401 CLEAN SUPPLY 3402 EXAM 3302 EXAM 3303 PAT. TLT 3304 EXAM 3305 EXAM/ PROCEDURE 3306 DATA 3611 ELEC 3612 SOILED HOLDING 3405 EXAM/ PROCEDURE 3506 EXAM 3505 PAT. TLT. 3504 EXAM 3503 EXAM 3502 LARGE EXAM 3501 PATIENT CORRIDOR 3500 COLLAB. ZONE 3404 PATIENT CORRIDOR 3300 STAFF TLT. 3224 PAT. TLT. 3209 PREP/ RECOV. 3210 PREP/ RECOV. 3211SOILED 3219 CLEAN SCOPE STORAGE 3217 PAT. TLT. 3225 WOMENS LOCKER 3616 EQUIP/ SUPPLY STORAGE 3216 LAB 3614 CORRIDOR 3200 WORK ROOM 3229 STAIR 1001 G G 4.3 4.9 5.5 6.2 PAUSE 3006 CORRIDOR 3000 CORRIDOR 3600 EQUIP. 3222 EQUIP. 3213 COFFEE 3613 COFFEE 3610 ELEV. 1 ELEV. 2 8 A-302 WORKSTATIONS 3609 A-402 2 7 A-402 A-402 4 A-400 5 VEST. 3004 MED/ POC 3403 COLLAB. ZONE 3400 MD WORK 3406 3005 3003 3201 3202 32143215 3230A 3220 3300A 3302B 3301B 3226A 3226B 3303B 3301A 3302A 3303A 3304 3305A 3306A 3305B 3306B 3300B 3612 3400A 3400B 3401B 3401A 3501B 3501A 3402 3502B 3502A 3503A 3503B 3504 3505A 3505B 3506A 3506B 3405 3500B 3100A 3103 3104 3100B 3228 3217 3602 3603 3604 3607 3608 3230B 3209 3200C 3221 3219 3101 3105 36153616 3614 3606 3230C 3001 1'-4 1/2" 22'-10"17'-2" 13'-0" 17'-0"30'-0"30'-0"25'-0" 5'-0" 17'-2" 1'-4 1/2" 22'-10"106'-11 1/2"23'-1 1/2"27'-0 1/2"2'-7" 5'-1"1'-3"1'-3" 7'-9"7'-10 1/2" 1'-4 1/2" 13'-2"30'-0"30'-2" 1'-4 1/2" 26'-7 1/2" 1'-4 1/2"F.O. STUD1'-0"LOUVER5'-0"6'-7"F.O. STUD1'-0"1'-4 1/2"60'-2"6'-0" 2'-0" 6'-0" 6'-0" 6'-0" 2'-0" 6'-0"31'-10"6'-0" 22'-4" F.O. STUD 1'-8"F.O. STUD1'-0"4'-8" 6'-0"4'-2"F.O. STUD1'-0"1'-10" 6'-0" 6'-0" 6'-0" 13'-4" 6'-0" 2'-0" 6'-0" 6'-0" 6'-0" 2'-0" 6'-0" 6'-0" 6'-0" 2'-0" 6'-0" 9'-4" 21'-10"F.O. STUD1'-8"24'-0"97'-10 1/2"F.O. STUD 1'-0" 4'-7" LOUVER 5'-0"28'-0"76'-1 1/2"17'-0"F.O. STUD 1'-0" 3'-0" 6'-0" 6'-0" 6'-0" 2'-0" 6'-0" 6'-0" 6'-0" 6'-0" 3'-0" F.O. STUD 1'-0"6'-0" 6'-0" 6'-0" 2'-2 1/2" 3'-10" 6'-0" 6'-0" 6'-0" 6'-7" A-401 3 W3W3W3W3W3 W8 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3W3 W3W3 322532243223A A-420 6 3200A 3200B 7 A-400 A.1 A.3 F.2 5.1 5.44.2 F.5 3500A 3611 A-411 1 SIM. A-414 1 F.1 CLEAN PROCESSING 3218 3218A 3218B 3229 A-410 1 13 3211 3210 3208 3206 3205 32043203 3216 3207 3223B A-423 16 A-423 21 4"1'-11" 18'-4" 4" 6'-5"9'-3"8'-6 1/2"10'-11 1/2"3'-1" 5'-2 1/2" 2'-8" 15 4 A-300 SIM 2 A-300 SIM 7 A-302 SIM 3 A-300 SIM 4 A-300 SIM 4 A-300 SIM 4 A-300 SIM 2 A-300 SIM F.O. STUD 1'-0" 4'-7" LOUVER 5'-0"F.O. STUD1'-0"6'-7"LOUVER5'-0"2 2 C B A-500 2 SIM. A-500 9 SIM. E.5 A-421 8 Sim 14Sim 5'-4"53'-4"5'-9 1/2" A-4217 A-420 5 5'-8"CL 47 A-419 6 Sim A-419 5 Sim 48 W3W3 3C 3C 3C 3C 6B 6B GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE:6 A-430 /SEE: 1 A-41546 47 48 49 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-102 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP THIRD FLOOR PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 THIRD FLOOR PLAN N NUMBER DATE ISSUED BY DESCRIPTION RCP LEGEND XX'-X" GYP. BD. CEILING/SOFFIT OPEN TO STRUCTUREO.T.S. WALL MOUNTED LIGHT FIXTURE 1x4 STRIP FIXTURE HEIGHT ABOVE FINISH FLOOR RECESSED CAN FIXTURE 2x2 SUSPENDED ACOUSTICAL PANEL CEILING EMERGENCY LIGHT FIXTURE 1. G.C. TO COORDINATE ALL LIGHT FIXTURE LOCATIONS WITH HVAC DIFFUSERS, RETURN GRILLES, ETC. 2. SEE ELECTRICAL DWGS. FOR FIXTURE TYPES & EMERGENCY LIGHTING 3. TYPICAL CEILING HEIGHTS: ACT-1 = 9'-0" U.N.O. GWB SOFFITS = 7'-2" U.N.O. 4. CENTER GRIDS AS SHOWN 2x2 LIGHT FIXTURE CEILING MOUNTED FIXTURE RCP NOTES SUPPLY DIFFUSER RETURN AIR GRILLE SPRINKLER HEAD PENDANT LIGHT SQUARE DOWN LIGHT 2x4 STRIP FIXTURE RECESSED STRIP LIGHT FIXTURE EXIT SIGN STRIP LIGHT FIXTURE 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA BB CC DD E F F 3.5 6.5 1 1 G G 4.3 4.9 5.5 6.2 O.T.S.O.T.S.GWB 10'-8" ACT-2 10'-0" ACT-1 11'-0" ACT-3 9'-0" ACT-3 9'-0" ACT-3 9'-0"ACT-3 9'-0" ACT-2 10'-0" GWB 10'-8" A.1 A.3 F.2 5.1 5.44.2 F.5 GWB 9'-0" GWB 7'-8" GWB 10'-8" GWB 10'-8" GWB 10'-8" GWB 10'-8" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" GWB 8'-0" F.1 O.T.S. O.T.S. 5 E.5 ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" 6 6 6 6 66 6 ACT-1 8'-0" GWB 8'-0" 1 ACT-1 8'-0" 1 ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" GWB 8'-0" GWB 8'-0"9'-6"6'-3"EQ EQ EQ4'-11"4'-11" GWB 9'-1" 1 A-431 O.T.S. ACT-1 8'-0" GWB 9'-0" 2 A-431 5 A-431 6 A-431 3 A-431 4 A-431 4 A-431 ACT-1 8'-0" EQ EQ 2'-0"ACT-1 8'-0" ACT-1 8'-0" 78'-4"1'-9" TYP.1'-6"1'-9" TYP. TYP.6"6"6"5'-6 1/2"1'-8"EQ EQ EQEQEQ4'-3"4'-3"TYP.1'-0"3'-0"4'-0"3'-0"4'-9"1'-1"EQ EQ 4'-9" 7'-7"14'-0"7'-7"3'-0"3'-0"2'-8"17'-5"2'-5"EQ EQ6'-0"7'-10"EQEQ15'-1" 6'-0" 6'-0" 12'-7" 11'-4" 5'-0"3'-11"4'-11"6"2'-5 1/2"3'-8 1/2"RCP KEYNOTES PRIVACY CURTAIN TRACK SKYLIGHT NO CEILING IN THIS AREA - PAINT STRUCTURE AND DECK NO CEILING IN THIS AREA - STRUCTURE AND DECK EXPOSED ENCLOSE UNDERSIDE OF STAIR AND LANDINGS WITH GYP. BD. COMPLETE. SEE SHEET A-401 FOR ADDITIONAL DETAILS EXTERIOR SUNSHADE PANEL SYSTEM TO MATCH WALL 1 2 3 4 5 6 7 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-110 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP FIRST FLOOR RCP FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 FIRST FLOOR -REFLECTED CEILING PLAN NUMBER DATE ISSUED BY DESCRIPTION 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA BB CC DD E F F 3.5 6.5 1 1 GG 4.3 4.9 5.5 6.2 O.T.S. O.T.S. ACT-1 11'-0" GWB 10'-8" ACT-3 9'-0" ACT-3 9'-0" ACT-3 9'-0" A.1 A.3 F.2 5.1 5.44.2 F.5 GWB 10'-8" GWB 10'-8" GWB 8'-8" GWB 10'-8" GWB 8'-6" GWB 8'-6" GWB 8'-6" GWB 9'-0" WP-1 10'-6" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" F.1 GWB 10'-8" GWB 10'-8" 5 GWB 10'-9" E.5 ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" GWB 8'-0" GWB 8'-0" 8'-4" 7 ACT-1 8'-0" GWB 9'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" GWB 8'-0" GWB 8'-0"GWB 8'-0" GWB 8'-0" GWB 9'-0" 1 1 1'-9" TYP.6"6"6"TYP.2'-0"1'-9" TYP.1'-9" TYP.1'-6"2'-6"GWB 8'-11"1'-1"1'-1"1'-1"1'-1"1'-1" GWB 8'-11"2'-6"2'-6"17'-5"2'-8"EQEQ2'-5"16'-3" 9'-6 1/2"1'-0"3'-9" 7'-5" 14'-9" 10'-6" 10'-9" 11'-8" 5'-3" 1'-6" 3'-6" 2'-6" 5'-6" 10" 2'-7" 7'-0" 15'-1" 2'-4"2'-1"4'-10" RCP LEGEND XX'-X" GYP. BD. CEILING/SOFFIT OPEN TO STRUCTUREO.T.S. WALL MOUNTED LIGHT FIXTURE 1x4 STRIP FIXTURE HEIGHT ABOVE FINISH FLOOR RECESSED CAN FIXTURE 2x2 SUSPENDED ACOUSTICAL PANEL CEILING EMERGENCY LIGHT FIXTURE 1. G.C. TO COORDINATE ALL LIGHT FIXTURE LOCATIONS WITH HVAC DIFFUSERS, RETURN GRILLES, ETC. 2. SEE ELECTRICAL DWGS. FOR FIXTURE TYPES & EMERGENCY LIGHTING 3. TYPICAL CEILING HEIGHTS: ACT-1 = 9'-0" U.N.O. GWB SOFFITS = 7'-2" U.N.O. 4. CENTER GRIDS AS SHOWN 2x2 LIGHT FIXTURE CEILING MOUNTED FIXTURE RCP NOTES SUPPLY DIFFUSER RETURN AIR GRILLE SPRINKLER HEAD PENDANT LIGHT SQUARE DOWN LIGHT 2x4 STRIP FIXTURE RECESSED STRIP LIGHT FIXTURE EXIT SIGN STRIP LIGHT FIXTURE RCP KEYNOTES PRIVACY CURTAIN TRACK SKYLIGHT NO CEILING IN THIS AREA - PAINT STRUCTURE AND DECK NO CEILING IN THIS AREA - STRUCTURE AND DECK EXPOSED ENCLOSE UNDERSIDE OF STAIR AND LANDINGS WITH GYP. BD. COMPLETE. SEE SHEET A-401 FOR ADDITIONAL DETAILS EXTERIOR SUNSHADE PANEL SYSTEM TO MATCH WALL 1 2 3 4 5 6 7 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-111 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP SECOND FLOOR RCP FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 SECOND FLOOR -REFLECTED CEILING PLAN NUMBER DATE ISSUED BY DESCRIPTION 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA BB CC DD E F F 3.5 6.5 1 1 G 4.3 4.9 5.5 6.2 O.T.S. O.T.S. O.T.S. ACT-1 11'-0" GWB 10'-8" ACT-3 9'-0" ACT-3 9'-0" ACT-3 9'-0" ACT-3 9'-0" ACT-3 9'-0" A.1 A.3 F.2 5.1 5.44.2 F.5 GWB 9'-0" GWB 8'-0" GWB 7'-10" GWB 10'-8" GWB 10'-8" GWB 7'-2" GWB 8'-8" GWB 10'-8" GWB 10'-8" 23 A-513 ACT-1 8'-0" ACT-1 8'-0" GWB 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" F.1 GWB 10'-8" ACT-4 9'-0" ACT-4 9'-0" ACT-4 8'-0" ACT-4 8'-0" ACT-4 8'-0" ACT-4 9'-0" ACT-4 8'-0" ACT-4 8'-0" ACT-1 8'-0" 2 2 2 E.5 ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" 1 1 1 1 1 111 ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" GWB 9'-0" GWB 8'-0" GWB 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" ACT-1 8'-0" GWB 9'-0" GWB 9'-0" ACT-3 10'-8" GWB 9'-0" 8'-4"7 1 1 ACT-1 8'-0"TYP.2'-0"1'-9" TYP.1'-9" TYP.5'-7 1/2"2'-6"6'-5" 2'-6"2'-6"5'-0"EQEQEQ EQ 1'-4 1/2"6"6"6"6"6"5'-0"TYP.2'-0"1'-5" 6'-6"1'-0"11'-0" 11'-0" 11'-0"1'-0"6'-5"1'-0"10'-5"10'-2"8'-8"11'-6"9'-6"9'-6"7'-11"9'-8" 5'-1"9'-3" 5'-4"8'-10" 5'-7"9'-3" 7'-3"7'-7" ACT-1 8'-0" GWB 8'-0"EQ EQ 1'-7" GWB 7'-2" 44 3 ACT-4 8'-0" GWB 8'-11" GWB 7'-2" GWB 7'-2" ACT-1 9'-0" ACT-1 9'-0" GWB 8'-11" ACT-1 9'-0" ACT-1 9'-0" RCP LEGEND XX'-X" GYP. BD. CEILING/SOFFIT OPEN TO STRUCTUREO.T.S. WALL MOUNTED LIGHT FIXTURE 1x4 STRIP FIXTURE HEIGHT ABOVE FINISH FLOOR RECESSED CAN FIXTURE 2x2 SUSPENDED ACOUSTICAL PANEL CEILING EMERGENCY LIGHT FIXTURE 1. G.C. TO COORDINATE ALL LIGHT FIXTURE LOCATIONS WITH HVAC DIFFUSERS, RETURN GRILLES, ETC. 2. SEE ELECTRICAL DWGS. FOR FIXTURE TYPES & EMERGENCY LIGHTING 3. TYPICAL CEILING HEIGHTS: ACT-1 = 9'-0" U.N.O. GWB SOFFITS = 7'-2" U.N.O. 4. CENTER GRIDS AS SHOWN 2x2 LIGHT FIXTURE CEILING MOUNTED FIXTURE RCP NOTES SUPPLY DIFFUSER RETURN AIR GRILLE SPRINKLER HEAD PENDANT LIGHT SQUARE DOWN LIGHT 2x4 STRIP FIXTURE RECESSED STRIP LIGHT FIXTURE EXIT SIGN STRIP LIGHT FIXTURE RCP KEYNOTES PRIVACY CURTAIN TRACK SKYLIGHT NO CEILING IN THIS AREA - PAINT STRUCTURE AND DECK NO CEILING IN THIS AREA - STRUCTURE AND DECK EXPOSED ENCLOSE UNDERSIDE OF STAIR AND LANDINGS WITH GYP. BD. COMPLETE. SEE SHEET A-401 FOR ADDITIONAL DETAILS EXTERIOR SUNSHADE PANEL SYSTEM TO MATCH WALL 1 2 3 4 5 6 7 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-112 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP THIRD FLOOR RCP FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 THIRD FLOOR -REFLECTED CEILING PLAN NUMBER DATE ISSUED BY DESCRIPTION EXTERIOR FINISH KEYNOTES 1A 2 3 MANUFACTURER STYLE / COLOR NOTESMATERIAL EXTERIOR INSULATION FINISHING SYSTEM (EIFS) 6" PRE-FINISHED ALUMINUM EDGE COPING 4" STONE VENEER ALUMINUM AND GLASS CURTAINWALL ALUMINUM AND GLASS STOREFRONT SYSTEM 3/8" HIGH PRESSURE LAMINATE WALL PANEL SYSTEM CONCRETE FACED PANELS 4 5 6 7 8 DRYVIT - OUTSULATION PLUS MD SEE SPECIFICATIONS KAWNEER 1600-2 KAWNEER 451UT ATAS / CARLISLE T. CLEAR CORPORATION COLOR 1 - #121347ST SEE SPECIFICATIONS CLEAR ANODIZED CLEAR ANODIZED METEON CLEAR ANODIZED SEE SPECIFICATIONS - - 4" NOMINAL MODULAR BRICK VENEER 9 BELDEN 8520 A (SEE SPECIFICATIONS) PRECAST WINDOW SILL OR WATERTABLE EXTERIOR INSULATION FINISHING SYSTEM (EIFS)DRYVIT - OUTSULATION PLUS MD COLOR 2 - OPTIVA #1273871B SOUTHSIDE PRECAST COLOR - TBD TRESPA SSG VERTICALS NW04 FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" T.O. COPING D 45'-2" 2 3 4 5 6 7 83.5 6.5 T.O. COPING C 42'-7 1/2" 2 A-300 6 A-301 1 1 A-300 5 A-301 3 A-300 4 A-300 5 8 55 1B W2 W1 W3 W2 W3 W1 W3 W2 W1 5 2822 W3 W3 W3 W3 6 6 W3 W3 W2 W2 3 6 3 W10 6 6 66 T.O. COPING A 30'-8" T.O. COPING B 35'-4" T.O. VESTIBULE COPING 12'-10" METAL LOUVERS - COLOR TO MATCH ADJACENT DARK EIFS EIFS V-GROOVE REVEAL, TYP. INTERNALLY ILLUMINATED BUILDING SIGNAGE 5 2 9 A-302 STEEL CANOPY IN FRONT - SEE SHEET 3/A-200 FOR ELEVATION PANEL JOINTS TYPICAL - ALIGN WITH CURTAIN WALL MULLIONS PANEL JOINT TYPICAL - ALIGN WITH CURTAIN WALL MULLIONS ON SOUTH ELEVATION SPANDREL GLASS VISION GLASS 6 EIFS V-GROOVE REVEAL, TYPICAL W11 ALUMINUM SUNSHADE BY CURTAIN WALL MANUF. (WEDGE PROFILE) 9 ALUMINUM SUNSHADE BY CURTAIN WALL MANUF. (WEDGE PROFILE - 30" TYP.) 9999 BASIS OF DESIGN: KAWNEER VERSOLEIL SUNSHADE OUTRIGGER SYSTEM -30" DEEP, TYP. 9 9 9 9 9 CJ CJ 9 CJ BRICK CONTROL JOINT - TYP ONE COURSE BELOW SECOND FLOOR LINE 5.1 5.44.2 1B 5 6 6 1B 1000A1001B C.J. TYPICAL ONE COURSE BELOW 2ND FLOOR LINE 7 A-302 SIM 7 7 T.O. GRADE BEAM -2'-0" 5'-0"14'-6"6'-8"2'-11 1/2"FIRE RATED MULLION - SEE DETAIL 4/A-500 1B FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" T.O. COPING D 45'-2" ABCDEF T.O. COPING C 42'-7 1/2" 7 A-302 1B 8 5 5 2 28 5 2 W2 W2 W3 W3 W2 W2 W2 W2W2W2 W3 W3 W3 W3W3W3 W4 W4W1W1 6 6 6 66 W9 G T.O. COPING A 30'-8" T.O. COPING B 35'-4" GALVANIZED STEEL AND GLASS CANOPY - SEE SHEET A-500 INTERNALLY ILLUMINATED BUILDING SIGNAGE EIFS V-GROOVE REVEAL, TYPICAL PANEL JOINT, TYPICAL - ALIGN WITH CURTAIN WALL MULLIONS ON SOUTH ELEVATION CJ CJ CJ CJ CJ CJCJ 9 9 9 9 9 9 9 9 9 9 9 9 9 9 BRICK CONTROL JOINT 9 ALUMINUM SUNSHADE BY CURTAIN WALL MANUF. (WEDGE PROFILE, 30" DEEP, TYP.) A.1A.3F.2F.5 F.1 3 WALL SCONCE WALL SCONCE 4 A-300 SIM2 A-300 SIM C.J. TYPICAL ONE COURSE BELOW SECOND FLOOR LINE WALL SCONCE WALL SCONCE ALUMINUM SUNSHADES - 30" DEEP, TYP. ALUMINUM SUNSHADES - 30" DEEP, TYP. CJ 16 A-513 7 T.O. GRADE BEAM -2'-0" WINDOW TO RECEIVE INTERIOR WINDOW FILM TREATMENT WINDOW TO RECEIVE INTERIOR WINDOW FILM TREATMENT E.5 6'-8"5'-0"14'-6"2'-11 1/2"1B FIRST FLOOR 0'-0" 5 A-432 T.O. STONE PIERS 11'-4" REFER TO 1/A-200 FOR ELEVATION BEYOND GALVANIZED STEEL AND GLASS CANOPY - REFER TO A-500 FOR DETAILS 2 2 2 2 T.O. GRADE BEAM -2'-0" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-200 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP EXTERIOR ELEVATIONS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 EAST ELEVATION 1/8" = 1'-0"3 CANOPY ELEVATION NUMBER DATE ISSUED BY DESCRIPTION FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" T.O. COPING D 45'-2" A B C D E F T.O. COPING C 42'-7 1/2" 25 5 5 G T.O. STONE PIERS 11'-4" T.O. COPING A 30'-8" T.O. COPING B 35'-4" 1B 51A 1B 28 8 1B 8 2 W8 W6 W3 W2 W1 22 METAL LOUVERS - COLOR TO MATCH ADJACENT DARK EIFS EIFS V-GROOVE REVEAL, TYPICAL METAL LOUVERS - COLOR TO MATCH ADJACENT DARK EIFS6 6 66 GALVANIZED STEEL AND GLASS CANOPY - SEE SHEET A-500 INTERNALLY ILLUMINATED BUILDING SIGNAGE ALUMINUM SUNSHADE BY CURTAIN WALL MANUF. (WEDGE PROFILE) 9 CJ 9 999 6 A.1 A.3 F.2 F.5 6 6 7 5 6 1B 6 2 1901B F.1 EXTERIOR WALL PACK LIGHT 1901C 2 A-300 SIM3 A-300 SIM4 A-300 SIM CJ CJ CJ CJ 16 A-513 SIM. T.O. GRADE BEAM -2'-0" E.5 6'-8"5'-0"14'-6"2'-11 1/2"1A 1A 1B 1B 1B FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" T.O. COPING D 45'-2" 2345678 T.O. COPING C 42'-7 1/2" 1 T.O. COPING A 30'-8" T.O. COPING B 35'-4" 8 A-302 W3 W3 W3 W3 W2 W2 W2 W2 W7W7 W2 W3 W1 METAL LOUVERS - COLOR TO MATCH ADJACENT DARK EIFS 5 1B 1B 5 8 PANEL JOINT, TYPICAL - ALIGN WITH CURTAIN WALL MULLIONS ON SOUTH ELEVATION EIFS V-GROOVE REVEAL, TYPICAL 22 1A 66 14'-0"3'-0"3'-0" 14'-0" ALUMINUM SUNSHADE BY CURTAIN WALL MANUF. (WEDGE PROFILE) 99 9 1B 6 666 1902B 1101C 1102 EXTERIOR WALL PACK LIGHT 4 A-300 SIM4 A-300 SIM CJCJCJCJCJCJCJCJCJCJ EIFS V-GROOVE JOINT REVEAL, TYP. T.O. GRADE BEAM -2'-0"WINDOW TO RECEIVE INTERIOR WINDOW FILM TREATMENT 1B 1B 1A 1A 1B EXTERIOR FINISH KEYNOTES 1A 2 3 MANUFACTURER STYLE / COLOR NOTESMATERIAL EXTERIOR INSULATION FINISHING SYSTEM (EIFS) 6" PRE-FINISHED ALUMINUM EDGE COPING 4" STONE VENEER ALUMINUM AND GLASS CURTAINWALL ALUMINUM AND GLASS STOREFRONT SYSTEM 3/8" HIGH PRESSURE LAMINATE WALL PANEL SYSTEM CONCRETE FACED PANELS 4 5 6 7 8 DRYVIT - OUTSULATION PLUS MD SEE SPECIFICATIONS KAWNEER 1600-2 KAWNEER 451UT ATAS / CARLISLE T. CLEAR CORPORATION COLOR 1 - #121347ST SEE SPECIFICATIONS CLEAR ANODIZED CLEAR ANODIZED METEON CLEAR ANODIZED SEE SPECIFICATIONS - - 4" NOMINAL MODULAR BRICK VENEER 9 BELDEN 8520 A (SEE SPECIFICATIONS) PRECAST WINDOW SILL OR WATERTABLE EXTERIOR INSULATION FINISHING SYSTEM (EIFS)DRYVIT - OUTSULATION PLUS MD COLOR 2 - OPTIVA #1273871B SOUTHSIDE PRECAST COLOR - TBD TRESPA SSG VERTICALS NW04 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-201 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP EXTERIOR ELEVATIONS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 WEST ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION NUMBER DATE ISSUED BY DESCRIPTION FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" F T.O. COPING C 42'-7 1/2" A-512 4 A-512 3 TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) (EQUAL TO DRYVIT OUTSULATION PLUS -MD SYSTEM) • FINISH COAT OVER BASE COAT OVER REINFORCING FIBERGLASS MESH EMBEDDED IN BASE COAT OVER • 4" RIGID INSULATION OVER • ADHESIVE DRAINAGE MEDIUM OVER • LIQUID APPLIED AIR/WATER/VAPOR BARRIER (BACKSTOP NT-VB) OVER • 5/8" EXTERIOR GYP. SHEATHING ON • 6" METAL STUD FRAMING, REFER TO STRUCTURAL DRAWINGS. • 5/8" TYPE 'X' GYP. BD. TIGHT TO DECK ABOVE, TYP. REFER TO EXTERIOR ELEVATIONS FOR V- GROOVE REVEAL LOCATIONS EXTERIOR INTERIOR F.O. STUD 1'-0" ALUMINUM CURTAIN WALL SYSTEM (6") E.O. SLAB 1'-0" T.O. COPING A 30'-8" A-512 5 STEEL BEAM AND COMPOSITE SLAB - REFER TO STRUCTURAL DRAWINGS. 1 HOUR SPRAY FIREPROOFING AT FLOOR FRAMING CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLANS STEEL BEAM - REFER TO STRUCTURAL DRAWINGS CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLANS CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLANS STEEL BEAM AND COMPOSITE SLAB - REFER TO STRUCTURAL DRAWINGS. 1-HOUR SPRAY FIREPROOFING AT FLOOR FRAMING AND COLUMNS CURTAIN WALL WINDOW SHADE BY CURTAIN WALL MANUFACTURER (BASIS OF DESIGN - KAWNEER VERSOLEIL SUNSHADE OUTRIGGER SYSTEM, 30" DEEP TYP.) A-512 6 TYPICAL BRICK WALL SYSTEM ASSEMBLY • 3 5/8" STANDARD SIZE BRICK • 2" AIR SPACE • 2" MINERAL FIBER BOARD INSULATION OVER • SELF-ADHERING AIR AND WATER BARRIER OVER • 5/8" EXTERIOR GYP. SHEATHING ON • 6" METAL STUD FRAMING, REFER TO STRUCTURAL DRAWINGS. • 2 1/2" MINERAL THERMAL BATT INSULATION IN METAL STUD CAVITY • 5/8" TYPE 'X' GYP. BD. TIGHT TO DECK ABOVE, TYP. EXTERIOR INTERIOR MULLION, TYP. U.N.O. 1'-5" F.O. CURTAIN WALL CONCRETE FOUNDATION AND SLAB - REFER TO STRUCTURAL DRAWINGS14'-0"2'-8"F.O. BRICK 8" TYPICAL ROOF ASSEMBLY -SEE 2/A-300 CONCRETE FACED INSULATED PANEL WITH STAINLESS STEEL CAP FLASHING T.O. GRADE BEAM -2'-0" EXTEND 2 1/2" MINERAL THERMAL BATT INSULATION 18" BEYOND B.O. EIFS STEEL ANGLE ONE COURSE BELOW SECOND FLOOR LINE - SEE STRUCTURAL DRAWINGS FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" F T.O. COPING C 42'-7 1/2" A-512 4 A-512 7 F.O. STUD 1'-0" TYPICAL ROOF ASSEMBLY • FULLY ADHERED SINGLE PLY EPDM MEMBRANE ROOFING SYSTEM (.090) OVER • 1/2" COVER BOARD OVER • R-30 MINIMUM RIGID INSULATION OVER VAPOR RETARDER ADHERED TO ½”UNDERLAYMENT BOARD ATTACHED TO • STEEL DECK, REFER TO STRUCTURAL DRAWINGS EXTERIOR INTERIOR T.O. COPING A 30'-8" A-513 22 A-512 13 TYPICAL BRICK WALL SYSTEM ASSEMBLY -SEE 1/A-300 CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLANS CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLANS MULLION, TYP. U.N.O. 1'-5" F.O. STOREFRONT TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) -SEE 1/A-300 TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) -SEE 1/A-300 8'-0"2'-8"3'-4"10'-8"3'-4"10'-8"F.1 A-512 2 MULLION, TYP. U.N.O. 1'-5" F.O. CURTAIN WALL CURTAIN WALL SUN SHADE, 30" DEEP TYP. ALUMINUM CURTAIN WALL SYSTEM (6") A-512 5 A-512 6 T.O. GRADE BEAM -2'-0" STEEL ANGLE ONE COURSE BELOW SECOND FLOOR LINE - SEE STRUCTURAL DRAWINGS THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" E T.O. COPING C 42'-7 1/2" A-512 4 F.O. STUD 1'-0" E.O. SLAB BEYOND 1'-0" TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) -SEE 1/A-300 EIFS HORIZONTAL V-GROOVE (BEYOND) - REFER TO ELEVATIONS FOR CENTERLINE LOCATIONS TYPICAL ROOF ASSEMBLY -SEE 2/A-300 STEEL BEAM AND COMPOSITE SLAB - REFER TO STRUCTURAL DRAWINGS CONCRETE GRADE BEAM - SEE STRUCTURAL DRAWINGS CONCRETE STEM WALL - SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION (2) COURSES 4" CMU BLOCK APPROXIMATE LOCATION OF GRADE - SEE CIVIL DRAWINGS F.O. STUD 1'-0"8 1/2" TYP. STONE VENEER WALL ASSEMBLY. SEE 4/A-300 EIFS RETURN BEYOND MECHANICAL LOUVER WITH CUSTOM KYNAR FINISH AND 2" THICK METAL CLAD INSULATED BLANK-OFF PANELS ON BACK SIDE WHERE OPENING IS NOT REQUIRED - SEE HVAC DRAWINGS AND SPECS. GYP BD RETURN BEYOND EIFS RETURN BEYOND .060 CUSTOM KYNAR FINISH ALUM. SILL FLASHING WITH HEMMED EDGE10'-8"14'-0"A-512 12 SIM. 2" THICK METAL CLAD INSULATED BLANK OFF PANELS T.O. GRADE BEAM -2'-0" PRE-CAST STONE CAP 1" FIRE SAFING - SEE 1/A301 FIRE SAFING AT SLAB EDGE - SEE 1/A301 FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" E T.O. COPING C 42'-7 1/2" F.O. STUD 1'-0" E.O. SLAB 1'-0" T.O. COPING A 30'-8" TYPICAL HIGH PRESSURE LAMINATE WALL PANEL ASSEMBLY (CONCEALED FASTENER) • 3/8" HIGH PRESSURE LAMINATE WALL PANEL ON HORIZONTAL GIRT SYSTEM PROVIDED BY WALL PANEL MANUFACTURER • VERTICAL THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM-16" O.C. • 3" MINERAL FIBER BOARD INSULATION- (BASIS OF DESIGN ROCKWOOL CAVITYROCK) • SELF-ADHERING AIR/WATER BARRIER OVER • 5/8" EXTERIOR GYP. SHEATHING ON • 6" METAL STUD FRAMING, REFER TO STRUCTURAL DRAWINGS. • 2 1/2" MINERAL THERMAL BATT INSULATION IN METAL STUD CAVITY • 5/8" TYPE 'X' GYP. BD. TIGHT TO DECK ABOVE, TYP. EXTERIOR INTERIOR TYPICAL STONE VENEER WALL ASSEMBLY • 4" STONE VENEER WITH TIES EVERY 2 SQ. FT. OF WALL SURFACE • 2" AIR SPACE • 2" MINERAL FIBER BOARD INSULATION OVER • SELF-ADHERING AIR/WATER BARRIER OVER • 5/8" EXTERIOR GYP. SHEATHING ON • 6" METAL STUD FRAMING, REFER TO STRUCTURAL DRAWINGS. • 2 1/2" MINERAL THERMAL BATT INSULATION (R-15 MIN.) • 5/8" TYPE 'X' GYP. BD. TIGHT TO DECK ABOVE, TYP. EXTERIOR INTERIOR A-512 4 TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) -SEE 1/A-300 TYPICAL ROOF ASSEMBLY -SEE 2/A-300 STEEL BEAM - REFER TO STRUCTURAL DRAWINGS STEEL BEAM AND CONCRETE SLAB - REFER TO STRUCTURAL DRAWINGS. 1 HOUR SPRAY FIREPROOFING AT FLOOR FRAMING (SECOND AND THIRD FLOOR ONLY) 2" RIGID INSULATION 4'-0" BELOW SLAB (R-10 MIN) F.O. STUD 1'-0"8" A-512 10 14'-0"10'-8"A-512 12 SIM. T.O. GRADE BEAM -2'-0" 8 F.O. STUD 1'-8" A F.O. STUD VARIES ONLY AT THESE GRIDS. SEE FLOOR PLAN FOR ADDITIONAL DETAILS PRE-CAST STONE CAP IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-300 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP WALL SECTIONS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 3/4" = 1'-0"1 WALL SECTION 1 3/4" = 1'-0"2 WALL SECTION 2 3/4" = 1'-0"3 WALL SECTION 3 3/4" = 1'-0"4 WALL SECTION 4 NUMBER DATE ISSUED BY DESCRIPTION FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" F T.O. COPING C 42'-7 1/2" T.O. COPING A 30'-8" T.O. VESTIBULE COPING 12'-10" A-512 8 A-513 15 A-513 14 A-513 22 TYP A-513 22 TYP TYPICAL ROOF ASSEMBLY - SEE 2/A-300 STEEL AND GLASS CANOPY BEYOND -REFER TO CANOPY DRAWINGS -A-431 TYPICAL ALUMINUM CURTAIN WALL SYSTEM (7 1/2") AUTOMATIC SLIDING DOORS WITH TRANSOM TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) -SEE 1/A-300 TYPICAL ROOF ASSEMBLY -SEE 2/A-300 METAL BACKPAN WITH 2" MINERAL WOOL INSULATION -REFER TO WINDOW SCHEDULE FOR BACK PAN LOCATIONS STEEL BEAM - REFER TO STRUCTURAL DRAWINGS CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLANS CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLANS TAPERED INSULATION SLOPED 1/4" PER 1'-0" TOWARDS ROOF DRAIN F.O. STUD 1'-0" F.O. MULLION 1'-3" F.2 F.5 F.O. FOUNDATION 1'-6" F.O. MULLION 1'-1" F.O. STUD 9 1/2" HPL TRESPA RETURNS BEYOND CONCRETE FACED PANELS BEYOND - SEE DETAIL 4/A-513 T.O. GRADE BEAM -2'-0" THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM 1" RIGID INSULATION 1'-2" 1" THICK 4#/CF MINERAL WOOL FIRE SAFING HELD IN PLACE WITH METAL CLIPS. TYPICAL AT ALL FLOOR EDGE LOCATIONS (2ND AND 3RD FLOORS) FIRE SAFING AT SLAB EDGE, TYP. FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" F T.O. COPING C 42'-7 1/2" T.O. COPING A 30'-8" A-513 22 TYP A-512 11 TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) -SEE 1/A-300 TYPICAL ALUMINUM CURTAIN WALL SYSTEM (7 1/2") METAL BACKPAN WITH 2" MINERAL WOOL INSULATION - REFER TO WINDOW SCHEDULE FOR BACK PAN LOCATIONS STEEL BEAM - REFER TO STRUCTURAL DRAWINGS TYPICAL ROOF ASSEMBLY -SEE 2/A-300 F.O. STUD 1'-0" CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLANS F.2 1 1/2" METAL STUD FRAMING W/ 5/8" GYP BD OVER SPRAY FIRE PROOFING APPLIED WITHIN STUDS 5/8" GYP BD SHEATHING ON 2 1/2" METAL STUD FRAMING - 1" SPRAY FIRE PROOFING APPLIED WITHIN STUDS A-512 1 A-513 17 STRUCTURAL CLIP TO CURTAIN WALL. PAINT EXPOSED TO VIEW T.O. GRADE BEAM -2'-0" 7" 7"2'-0 1/2"THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM CHILLED BEAM - SEE MECHANICAL DRAWINGS CHILLED BEAM - SEE MECHANICAL DRAWINGS IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-301 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP WALL SECTIONS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 3/4" = 1'-0"5 WALL SECTION 5 3/4" = 1'-0"6 WALL SECTION 6 NUMBER DATE ISSUED BY DESCRIPTION FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" 8 T.O. COPING C 42'-7 1/2" T.O. COPING A 30'-8" A-512 12 EIFS HORIZONTAL V-GROOVE - REFER TO ELEVATIONS FOR CENTER LINE LOCATIONS A-512 4 A-512 3 CONCRETE FOUNDATION AND SLAB - REFER TO STRUCTURAL DRAWINGS 2" RIGID INSULATION 4'-0" BELOW GRADE (R-10 MIN) APPROXIMATE LOCATION OF GRADE - REFER TO CIVIL DRAWINGS CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLAN CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLAN 5/8" GYP BD ON 3 5/8" METAL STUD FRAMING AT 16" O.C., TYP. F.O. BRICK 8" TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) -SEE 1/A-300 TYPICAL BRICK WALL SYSTEM ASSEMBLY -SEE 1/A-300 T.O. GRADE BEAM -2'-0" FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" A T.O. COPING C 42'-7 1/2" T.O. COPING A 30'-8" E.O. SLAB 1'-0" A-512 4 CEILING AS SCHEDULED - REFER TO REFLECTED CEILING PLANS GYP BD SOFFIT COLD ROLLED STEEL HEADER FILLED WITH INSULATION, TYPICAL AT ALL FRAMED OPENINGS UNO - REFER TO STRUCTURAL DRAWINGS 1"MIN6"A-513 22 TYP A-513 20 A-513 22 TYP A-513 21 A-513 22 TYP F.O. STUD 1'-0" TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) -SEE 1/A-30010'-8"3'-4"7'-4"3'-4"F.O. STUD 1'-0" F.O. BRICK 8" 11" TYPICAL BRICK WALL SYSTEM ASSEMBLY -SEE 1/A-300 A-512 12 SIM. T.O. GRADE BEAM -2'-0" THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM 11" 11"1"MIN.6"MIN.6"1"3'-4"10'-8"A-431 4 FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" T.O. COPING D 45'-2" A-513 19 BUILDING SIGNAGE BY OWNER A-512 9 8" NOM. CMU ELEVATOR SHAFT. SEE STRUCTURAL DRAWINGS. 8" NOM. 9" TYPICAL HIGH PRESSURE LAMINATE WALL PANEL ASSEMBLY (CONCEALED FASTENER) • 3/8" HIGH PRESSURE LAMINATE WALL PANEL ON HORIZONTAL GIRT SYSTEM PROVIDED BY WALL PANEL MANUFACTURER • VERTICAL THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM-16" O.C. • 3 1/2" MINERAL FIBER BOARD INSULATION- (R-12.9 MIN. - BASIS OF DESIGN ROCKWOOL CAVITYROCK) • SELF-ADHERING AIR/WATER BARRIER ON • 8" NOMINAL NORMAL WEIGHT CMU - SEE STRUCTURAL DRAWINGS T.O. GRADE BEAM -2'-0" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-302 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP WALL SECTIONS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 3/4" = 1'-0"7 WALL SECTION 7 3/4" = 1'-0"8 WALL SECTION 8 3/4" = 1'-0"9 WALL SECTION 9 NUMBER DATE ISSUED BY DESCRIPTION 3'-0" 6". 1' - 0" 1"11"11" MAX TYP. 4" 2" FINISHED FLOOR 1/4" CLOSURE PLATE STEEL CHANNEL STRINGER C12X20.7, TYPICAL 1 1/2" OD STEEL PIPE HANDRAIL CLIP ANGLE AT EACH STRINGER, BOLTED TO FLOOR TYP. PAINTED STEEL RISERS, TYPICAL L 1 1/4" X 1 1/4" X 3/16" ANGLE BRACKET AT EACH STRINGER, TYPICAL 12 GA. STEEL STAIR PANS FILLED WITH 2" CONCRETE WITH WWM AT MIDPOINT SEALED CONCRETE TREADS. 1 1/2" SQ. STEEL TUBE POST AT CORNERS OF GUARDRAIL AND AT 5'-0" O.C. MAX. SPACE EQUALLY ALONG LENGTH OF GUARDRAIL. 3/4" SQ. STEEL PICKETS SPACED EQUALLY NOTE: PAINT ALL EXPOSED TO VIEW STEEL STAIR PARTS AND GRIND ALL WELDS SMOOTH. CAST IN ABRASIVE STAIR TREAD NOSINGS. @ EA. TREAD. BLACK TYP. AND YELLOW AT TOP AND BOTTOM OF EACH RUN. 1 1/2" SQ. STEEL TUBE GUARDRAIL 3"2"6"3' - 0"1 1/2" OD STEEL PIPE HANDRAIL 1-1/2" SQ. STEEL TUBE GUARDRAIL 1 1/2" SQ STEEL POSTS - NOT TO EXCEED 5'-0" O.C. 3/4" SQ STEEL PICKETS AT 4 1/2" O.C. HANDRAIL BRACKETS AT EACH VERTICAL POST STEEL CHANNEL STRINGER C12X20.7, TYPICAL 12 GA. STEEL STAIR PANS FILLED WITH 2" CONCRETE AND WWM AT MIDPOINT L 1 1/4" X 1 1/4" X 3/16" ANGLE BRACKET AT EACH STRINGER, TYPICAL NOTE:PROVIDE WALL MOUNTED HANDRAILS ON BRACKETS WHERE STRINGER ABUTS WALLS. PROVIDE CONCEALED BLOCKING. NOTE: PAINT ALL EXPOSED TO VIEW STEEL PARTS OF STAIR. ATTACH RAILING TO STEEL BASE PLATE 2"11" STEEL CHANNEL LANDING FRAME C12X20.7,TYPICAL 12 GA. STEEL STAIR PANS FILLED WITH 2" CONCRETE WITH WWM AT MIDPOINT SEALED CONCRETE LANDINGS AND TREADS. PAINTED STEEL RISERS, TYPICAL L 1 1/4" X 1 1/4" X 3/16" ANGLE BRACKET AT EACH STRINGER, TYPICAL STRINGER AND STAIR BEYOND 1" 12 GA. STEEL PAN FILLED WITH 2" CONCRETE AND WWM AT MIDPOINT 1 1/2" SQ. STEEL TUBE POST AT CORNERS OF GUARDRAIL AND AT 5'-0" O.C. MAX. SPACE EQUALLY ALONG LENGTH OF GUARDRAIL. MAX. 4" 3/4" SQ. STEEL PICKETS SPACED EQUALLY NOTE: PAINT ALL EXPOSED TO VIEW STEEL STAIR PARTS AND GRIND ALL WELDS SMOOTH. CAST IN ABRASIVE STAIR TREAD NOSINGS. @ EA. TREAD. BLACK TYP. AND YELLOW AT TOP AND BOTTOM OF EACH RUN. 4"X4"X1/4" ANGLE AT PERIMETER OF LANDING AND AT 24" O.C..6"MAX TYP 4"3'-0".STEEL HANDRAIL BRACKETS AT EACH POST. AT WALL MOUNTED HANDRAIL PROVIDE BRACKETS @ 5'-0" O.C. MAX. 11" STEEL CHANNEL STRINGER C12X20.7, TYPICAL 1 1/2" OD STEEL PIPE HANDRAIL PAINTED STEEL RISERS, TYPICAL L 1 1/4" X 1 1/4" X 3/16" ANGLE BRACKET AT EACH STRINGER, TYPICAL 12 GA. STEEL STAIR PANS FILLED WITH 2" CONCRETE WITH WWM AT MIDPOINT SEALED CONCRETE TREADS. 1 1/2" SQ. STEEL TUBE POST AT CORNERS OF GUARDRAIL AND AT 5'-0" O.C. MAX. SPACE EQUALLY ALONG LENGTH OF GUARDRAIL. 3/4" SQ. STEEL PICKETS SPACED EQUALLY NOTE: PAINT ALL EXPOSED TO VIEW STEEL STAIR AND HANDRAIL PARTS AND GRIND ALL WELDS SMOOTH. CAST IN ABRASIVE STAIR TREAD NOSINGS. @ EA. TREAD. BLACK TYP. AND YELLOW AT TOP AND BOTTOM OF EACH RUN. 1 1/2" SQ. STEEL TUBE GUARDRAIL STEEL CHANNEL LANDING FRAME C12X20.7,TYPICAL 12 GA. STEEL PAN FILLED WITH 2" CONCRETE AND WWM AT MIDPOINT 4"X4"X1/4" ANGLE AT PERIMETER OF LANDING AND AT 24" O.C.. FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" 23 T.O. COPING C 42'-7 1/2" T.O. COPING A 30'-8" A-400 8 EXTEND RATED WALL CONSTRUCTION TIGHT TO UNDERSIDE OF ROOF AND FLOOR DECK 1 1/2" O.D. STAINLESS STEEL CANE RAIL 2601 1902A 3602 A-400 8 T.O. GRADE BEAM -2'-0"7'-0"12 RISERS @ 7"7'-0"12 RISERS @ 7"7'-0"12 RISERS @ 7"7'-0"12 RISERS @ 7"2 TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) FIRE SAFING AT EDGE, TYPICAL. SECURE IN PLACE WITH METAL "Z" CLIPS. FILL ALL VOIDS. 5/8" GYP BD ON 3 5/8" METAL STUD FRAMING STAIR STRINGER BEYOND COMPOSITE SLAB - REFER TO STRUCTURAL DRAWINGS STEEL BEAM - REFER TO STRUCTURAL DRAWINGS 5/8" GYP BD ON 3 5/8" METAL STUD FRAMING F.O. STUD 1'-0" 1 LAYER 5/8" TYPE X GYP BD 3 5/8" METAL STUD FRAMING AT 16" O.C. ATTACHED TO STRUCTURAL STEEL AND WALL FRAMING SECOND AND THIRD FLOOR 2 3 A 1 A-400 1902A 1902B 3B3B 3C A.1 A.3 1'-1 1/2" LANDING 5'-2" 11 TREADS @ 11" 10'-1" UP 1 1/2" O.D. STAINLESS STEEL CANE RAIL. LOCATE FOR 80" HEAD CLEARANCE 1 1/2" O.D. STEEL WALL MOUNTED PIPE HANDRAILS (TYP. AT ALL RUNS OF STAIRS) 3B 3B OUTSIDE STRINGER4'-6" 6"OUTSIDE STRINGER4'-6"2 3 A 1 A-400 1'-0 1/2"OUTSIDE STRINGER4'-6"6"OUTSIDE STRINGER4'-6"STAIR 1902 3B 3B 3C 3602 A.1 A.3 LANDING 6'-1" 11 TREADS @ 11" 10'-1"6'-9" 1'-1 1/2" LANDING 5'-2" 11 TREADS @ 11" 11'-0" DN 1 1/2" O.D. STEEL WALL MOUNTED PIPE HANDRAILS (TYP. AT ALL RUNS OF STAIRS) CONCEALED NON-COMBUSTIBLE BLOCKING AT FLOOR LINES (TWO AND THREE) - SEE DETAIL 8/A-400 3B 2 3 A 1 A-400 STAIR 1902 3B 3B 3C 2601 A.1 A.3 UP LANDING 6'-1" 11 TREADS @ 11" 10'-1"6'-9" 1'-1 1/2" LANDING 5'-2" 11 TREADS @ 11" 10'-1"1'-0 1/2"OUTSIDE STRINGER4'-6"6"OUTSIDE STRINGER4'-6"1 1/2" O.D. STEEL WALL MOUNTED PIPE HANDRAILS (TYP. AT ALL RUNS OF STAIRS) DN 3B THIRD FLOOR 28'-0" T.O. STEEL 42'-0" PROVIDE HANDRAILS ON BOTH SIDES OF THE ALTERNATING TREAD DEVICE BASIS OF DESIGN: 68° STEEL ALTERNATING TREAD DEVICE BY LAPEYRE STAIR OR APPROVED EQUAL 30" x 96" ROOF ACCESS - BILCO TYPE 'L' OR APPROVED EQUAL IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-400 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP STAIR PLANS AND DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1" = 1'-0"3 SECTION DETAIL -TYPICAL BOTTOM END OF RUN 1" = 1'-0"9 SECTION DETAIL -TYPICAL GUARDRAIL 1" = 1'-0"10 SECTION DETAIL -TYPICAL LANDING 1" = 1'-0"6 SECTION DETAIL -TYPICAL TOP END OF RUN 1/4" = 1'-0"1 SECTION -STAIR 1902 1 1/2" = 1'-0"8 SECTION DETAIL -TYPICAL STAIR AT EXT. WALL 1/4" = 1'-0"2 ENLARGED FLOOR PLAN -FIRST FLOOR STAIR 1902 1/4" = 1'-0"5 ENLARGED FLOOR PLAN -THIRD FLOOR STAIR 1902 1/4" = 1'-0"4 ENLARGED FLOOR PLAN -SECOND FLOOR STAIR 1902 1/4" = 1'-0"7 INTERIOR DETAIL -SHIPS LADDER NUMBER DATE ISSUED BY DESCRIPTION 5 F 6 A-301 5 A-301 A-421 1 A-500 7 A-500 6 5 A-401 F.2 5.1 5.44.2 F.5 UP LANDING 5'-2" 11 TREADS @ 11" 10'-1" 22'-4"10 1/2" 1001B 1 1/2" O.D. STEEL WALL MOUNTED PIPE HANDRAILS (TYP. AT ALL RUNS OF STAIRS) F.1 18 A-513 1000B 1000A A-500 7 4'-6"2 1001A OUTSIDE STRINGER4'-6" 6"OUTSIDE STRINGER4'-6" 8" E.5 9'-3" 3" LANDING 6'-1" 11 TREADS @ 11" 10'-1"6'-2" 3C 3B 3B 3B 6B 3B 3C 3B 3B A-4207 8 A-419 5 A-421 12 WP-1 WP-1 5'-2"WP-1 WP-1 WP-1 WP-1 WP-1 1 1/2" O.D. STAINLESS STEEL CANE RAIL. LOCATE FOR 80" HEAD CLEARANCE 1'-8"ALIGN FACE OF GYP WITH FACE OF HIGH PRESSURE LAMINATE PANEL F.O. ENTRY DOORS1'-6"W12 5 F 6 A-301 A-421 1 2001 5 A-401 F.2 4.2 UP 22'-4" DN F.1 8"OUTSIDE STRINGER4'-6"6"OUTSIDE STRINGER4'-6"LANDING 5'-2" 11 TREADS @ 11" 10'-1"7'-1" 2 22'-4"10 1/2" A-500 4 E.5 9'-3" 3" 4 A-401 LANDING 6'-1" 11 TREADS @ 11" 10'-1"6'-2" 3C3C 3B A-4219 A-421 12 WP-1 WP-1 WP-1 WP-1 5'-2"W12 5 F 6 A-301 A-421 1 3001 5 A-401 F.2 4.2 DN UP F.1 W10 BELOW LANDING 5'-2" 11 TREADS @ 11" 10'-1"7'-1"OUTSIDE STRINGER4'-6" 6"OUTSIDE STRINGER4'-6" 8" 2 22'-4"10 1/2" E.5 9'-3" 3" LANDING 6'-1" 11 TREADS @ 11" 10'-1"6'-2" 3C 3C 3B A-4219 A-421 12 WP-1 WP-1 WP-1 WP-1 W12 FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" 5 T.O. COPING C 42'-7 1/2" 4.2 60 MIN. FIRE RATED GLASS AND FRAMING ASSEMBLY (SEE SPEC SECTIONS 088810 AND 088811) 60 MIN. FIRE RATED GLASS AND FRAMING ASSEMBLY (SEE SPEC SECTIONS 088810 AND 088811 AND WINDOW SCHEDULE FOR ADDITIONAL DETAILS) 60 MIN. FIRE RATED GLASS AND FRAMING ASSEMBLY (SEE SPEC SECTIONS 088810 AND 088811) STAINLESS STEEL, WOOD RAIL, AND TEMPERED GLASS DECORATIVE GUARDRAIL AND RAILING SYSTEM STEEL STRINGER AND PAN SYSTEM (PAINTED) WITH TERRAZZO TREADS, RISERS, AND LANDINGS. NOSES OF TREADS TO HAVE ABRASIVE INSERTS. 1 1/2" O.D. STAINLESS STEEL CANE RAIL12 RISERS @ 7"7'-0"12 RISERS @ 7"7'-0"12 RISERS @ 7"7'-0"12 RISERS @ 7"7'-0"1001A 2001 3001 5/8" GYP BD SOFFIT ON 3 5/8" STUD FRAMING, TYPICAL UNDER RUNS AND LANDINGS WP-1 WP-1 5/8" GYP. BD. ON 3 5/8" METAL STUDS, TYPICAL UNDER STAIR RUNS AND LANDINGS ORNAMENTAL RAILING SYSTEM PRECAST TERRAZZO TREAD / RISER ON 3/8" GROUT BED AND STEEL PAN. STAIR STRINGER - C12X20.7, REFER TO STRUCTURAL DWGS, PAINT ALL EXPOSED TO VIEW STEEL 1" Z- REVEAL MOLDING - EQUAL TO FRY REGELT - DRMZ-625-200 (CLR. ANODIZED) 2 1/2" METAL STUD 2X" WD BLOCKING LINE OF GYP. BD. BEYOND 5/8" GYP. BD.2"THIRD FLOOR 28'-0" STEEL ANGLE AND BEAM - SEE STRUCTURAL DRAWINGS STAIR FLOOR LANDING • 2" TERRAZZO ON 3/8" GROUT BED • 2 1/2" CONCRETE - SEE STRUCTURAL DRAWINGS • STEEL ANGLE - SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. ON 3 5/8" METAL STUDS ORNAMENTAL RAILING SYSTEM BASIS OF DESIGN: HDI RAILING CIRCUM ROUND SYSTEM • 2" OD S.S TUBE POSTS WITH SIDE MOUNTED RAIL AND ESCUTCHEON COVER • 2" OD TOP GUARD RAIL - SELECT CHERRY • 3/8" TEMPERED GLASS • GLASS MOUNTING SYSTEM - MANUF. CLAMPS TO MATCH POSTS 5/8" GYP BD SOFFIT CEILING ON 3 5/8" STUDS 1 1/2" DIA. SATIN FINISH STAINLESS STEEL POSTMOUNTED PIPE HANDRAIL RETURN BACK TO WALL AT TOP OF STAIR PRECAST TERRAZZO TREAD / RISER ON 3/8" GROUT BED AND STEEL PAN. ABRASIVE STRIPS TO BE CAST INTO NOSINGS. PAINT ALL EXPOSED TO VIEW STEEL STRINGERS B.O. STAIR STRINGER - C12X20.7, REFER TO STRUCTURAL DWGS2'-10" HANDRAIL MINIMUM3'-6" GUARDRAIL TYPICALE.O. SLAB 4 1/2" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-401 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP LOBBY STAIR PLAN AND DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 ENLARGED PLAN -1ST FLOOR LOBBY STAIR 1/4" = 1'-0"2 ENLARGED PLAN -2ND FLOOR LOBBY STAIR 1/4" = 1'-0"3 ENLARGED PLAN -3RD FLOOR LOBBY STAIR 1/4" = 1'-0"5 LOBBY STAIR -SECTION 1 1/2" = 1'-0"4 LOBBY STAIR DETAIL 1 1 1/2" = 1'-0"6 LOBBY STAIR DETAIL 2 NUMBER DATE ISSUED BY DESCRIPTION FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" T.O. COPING D 45'-2" F 8" NOMINAL CMU ELEVATOR SHAFT F.2 HOISTWAY BEAM - SEE STRUCTURAL DRAWINGS. COORDINATE WITH ELEV. MFR B.O. PIT4'-0"T.O. GRADE BEAM -2'-0" A-513 19 6 F 5 A-402 6 A-402F.2 1'-4 3/8"17'-4" CLEAR 9"18'-7"6'-0"3B 3B 3B 3B 3B 3B ELEV. 1 ELEV. 2 VERIFY ELEVATOR INSIDE CLEAR DIMENSIONS WITH ELEVATOR MANUF. ELEVATORS - BASIS OF DESIGN: OTIS GEN 2 3500LB CONCEALED NON-COMBUSTIBLE BLOCKING AT FLOOR LINES (TWO AND THREE) SEE DETAIL 8/A-400 FOR SIMILAR WORK. SHAFT DIVIDER - SAFETY BARRIER 2'-6" 5'-1"6'-11" CLEAR8 8 8 3B 4'-9" 3'-10"3'-10" 4'-9" 1'-7 1/2"4'-3 1/2" 11'-5 1/2" 5'-3 1/2" FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" T.O. COPING D 45'-2" 6 13'-4"14'-0"14'-0"28'-0" TOTAL TRAVELB.O. PIT4'-0"HOISTWAY BEAM - SEE STRUCTURAL DRAWINGS. COORDINATE WITH ELEV. MFR EXTEND CONCRETE BLOCK TO UNDERSIDE OF ROOF DECK. FIRE STOP ALL GAPS AND VOIDS SHAFT DIVIDER - SAFETY BARRIER NOTE: COORDINATE SUMP PIT AND LADDER LOCATIONS WITH ELEVATOR MANUFACTURER WATERPROOFING 2" CONCRETE MUD SLAB T.O. GRADE BEAM -2'-0" A-513 16 SIM. FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 28'-0" T.O. STEEL 42'-0" A T.O. COPING C 42'-7 1/2" T.O. COPING A 30'-8" T.O. COPING B 35'-4"28'-0" TOTAL TRAVEL12'-10" CLR. OVERHEAD14'-0"14'-0"EXTEND CONCRETE BLOCK TO UNDERSIDE OF ROOF DECK. FIRE STOP ALL GAPS AND VOIDS B.O. PIT4'-0"HOISTWAY BEAM - SEE STRUCTURAL DRAWINGS. COORDINATE WITH ELEV. MFR NOTE: COORDINATE SUMP PIT, SUMP PIT DEPTH, AND LADDER LOCATIONS WITH ELEVATOR MANUFACTURER 2" CONCRETE MUD SLAB WATERPROOFING T.O. GRADE BEAM -2'-0" 1/4" / 1'-0" A 7 A-402 ELEV. 3 7 5/8"8'-0" CLEAR 7 5/8"1'-2 1/2" 9'-8" 5"10'-1" CLEARELEVATOR - BASIS OF DESIGN: OTIS GEN 2 - 5000LB 3B 2A 1'-2"4'-10"3'-3 1/4" 3B3B3B 8 3B 8 VERIFY ELEVATOR INSIDE CLEAR DIMENSIONS WITH ELEVATOR MANUF.9'-3 1/2" A-500 12 A 7 A-402 ELEVATOR - BASIS OF DESIGN: OTIS GEN 2 - 5000LB VERIFY ELEVATOR INSIDE CLEAR DIMENSIONS WITH ELEVATOR MANUF. 3B 2A 3C 7 5/8"8'-0" CLEAR 5"9'-8"1'-2 1/2"10'-1" CLEARA-500 12 ELEV. 3 7 5/8" 1'-2"4'-10"3'-3 1/4" 3B3B3B 3B 8 8 9'-3 1/2" 6 F 5 A-402 6 A-402F.2 1'-4 3/8"17'-4" CLEAR 6'-0"9"18'-7" ELEV. 1 ELEV. 2 2'-6" 5'-1" 3B 3B 3B 3B 3B 3B END OF SLAB - SEE STRUCTURAL DRAWINGS 4'-9" 3'-10"3'-10" 4'-9" ELEVATORS - BASIS OF DESIGN: OTIS GEN 2 3500LB VERIFY ELEVATOR INSIDE CLEAR DIMENSIONS WITH ELEVATOR MANUF. SHAFT DIVIDER - SAFETY BARRIER 6'-11" CLEAR8 8 3B 8 1'-7 1/2"4'-3 1/2" 11'-5 1/2" 5'-3 1/2" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-402 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ELEVATOR PLANS AND DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"5 ELEVATOR SECTION 1/4" = 1'-0"2 ENLARGED PLAN -UPPER FLR ELEVATORS 1/4" = 1'-0"6 ELEVATOR SECTION 1/4" = 1'-0"7 SERVICE ELEVATOR SECTION 1/4" = 1'-0"4 ENLARGED PLAN -UPPER FLR SERVICE ELEV. 1/4" = 1'-0"3 ENLARGED PLAN -FIRST FLR SERVICE ELEV. 1/4" = 1'-0"1 ENLARGED PLAN -FIRST FLR ELEVATORS NUMBER DATE ISSUED BY DESCRIPTION 5 B C D 1/16" LEAD TO 7'-0" AFF A-410 12 A-410 9 10 A-410 7 A-410 2 A-410 4 A-410 14 RECEPTION 1400 WORK 1401 ADMIN 1402 ADMIN 1403 MAMMOGRAPHY 1407 CHANGING 1406 ULTRASOUND 1405 MAMMOGRAPHY WAITING 1404 MAMMOGRAPHY READING 1408 X-RAY 1411 CHANGING 1410 RADIOLOGY WAITING 1409 CHANGING 1414 X-RAY 1413 TECH WORK 1412 A-427 7 6'-7" 4'-11" 1'-9" 11" 7'-6"11'-6 1/2" 1'-11" 6'-6" 2'-7" 9'-2 1/2"7'-9"13'-3" 3'-8 1/2" 2'-9 1/2" 4'-11 1/2" 2'-4" 3'-0 1/2" 3" 2'-6" 2'-11" 3" 2'-6" 2'-11" 3" 2'-6" 3'-2"5'-10"2'-6"4"11 A-430 6 6 13 7 7 6A 3E 3E 3E 3E 3E 3E 3E 3E3E 6A 7'-5" 3'-10" 1'-9" 4'-0" 1'-6" 11'-1" 10 1/2" CLEAR 3'-4" 7'-2 1/2" 11" CLEAR 5'-0" 6"6'-7" 7'-7"10'-0 1/2"14'-5"5'-6 1/2" 8'-8" 5'-9" 7'-5" 5'-9" 2'-7" 11'-8" 7'-2 1/2" 11" CLEAR 5'-0"6 1/2" CLEAR 3'-0" 2'-9" CLEAR 3'-0" 2'-9" 6C 1403 1400 1402 1405B 14061405A 1407 1411B 1408A 1410 1408B 1409 1412A 1411A 1414 1413 B C A-427 11 KKK 1 12 A-430 13 A-430 A-427 8 SIM. 15 A-430 B C 6A A-410 5 A-410 11 A-410 7 OPP. A-410 8 A-4106 10" 9'-9" 6'-0" 3 1404 A-410 15 44 44 A-410 7 W13 W14 3'-8" 5'-4" 3'-4" 3'-2 1/2" 45 33 B C A-41016 1 4 A-4304B A-430 1'-10"1'-8"1'-10"1'-8"1'-10"1'-8"5'-2"4'-3"135.0° PLAM COUNTER W/ 4" BACKSPLASH (PL-2) COORDINATE FINAL (2) GROMMET LOCATIONS WITH XRAY VENDOR 1x WD CLEAT AT ENDS (PAINT TO MATCH WALL) 18" PLAM SHELF LEADED VIEW WINDOW WITH LEADED CORNER CLOSURE 12" BRACKET TYP, PAINT TO MATCH WALL W14 CG-1 4'-0" TYP.3'-4"1'-6"PL-1 TYP SS-1 PL-1 TYP. 2'-2" 1'-3" 2'-6" 1" OVERHANG 1" FILLER 3'-0" 3'-0" 1" OVERHANG B C 1411B2'-10" 2'-4" 2'-0"1'-10"7'-2"OPEN LEAD-LINED VIEW WINDOW 3'-4"3'-10"3'-2" QTZ-1 WATERFALL EDGE PL-3 QTZ-1 COUNTERTOP RB-1 ACRYLIC PANEL MITERED CHANNEL TYP 2'-6"3'-6"4'-6"PL-3 11 A-430 12 A-430 A-430 13 PLAM SEAM TYP. PL-3 PL-31'-0"11 A-430 12 A-430 REMOVABLE ACCESS PANEL 4 1/2" 1" OVERHANG PL-1 TYP.7'-2"1'-5"2'-2 1/2"1" FILLER 4'-6 1/2" 1 1/2" SUPPORT PANEL TYP PL-1 OVER TWO LAYERS OF 3/4" PLYWOOD SUBSTRATE SS-1 BENCH 4 A-430 4B A-430 3'-0" 1" OVERHANG 7'-2"2'-6"PL-1 TYP WALL CLEAT, PAINT TO MATCH WALL 3 A-430 SS-1 2'-10"OPEN COORDINATE (2) GROMMET LOCATIONS WITH USERS. 12"HX18"W METAL BRACKET TYP. TO BE PAINTED IN FIELD SS-1 7'-0"CG-1 4'-0" TYP.GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE: 6 A-430 /SEE:1 A-41546 47 48 493'-0" 2'-2" 2'-0"1'-10"7'-2"1 1/2" FILLER 2'-6" 2'-9" 2'-6" 1 1/2" FILLER 1 1/2" FILLER 2'-6" 2'-9" 2'-7 1/2" OPEN SS-1 PL-1 PL-1 TYP 15 A-430 1402 1403 OPEN 7'-0"CG-1 4'-0" TYP.SIGNAGE BY OTHERS 1405A CB SS-12'-0"2'-4"2'-10"1'-10"7'-2"1" OVERHANG2'-6"3'-1" 1" OVERHANG2'-6"3'-0"1" FILLER OPEN PL-1 TYP 1407 C B PL-1 TYP PL-1 TYP SS-1 1" FILLER 2'-6" 2'-6" 1" OVERHANG 3'-1" 2'-0" 2'-6" 1" OVERHANG2'-0"2'-4"2'-10"1'-10"7'-2"OPEN CG-1 2'-3"3'-4"3'-10"4'-0" TYP.PL-2 W13 10"3'-0"CG-1 4'-0" TYP.12"HX18"W METAL BRACKET TYP. TO BE PAINTED IN FIELD 1x WD CLEAT AT ENDS (PAINT TO MATCH WALL) 1" FILLER 3'-0" 3'-0" 1" OVERHANG 1" FILLER 2'-6" 1'-3" 2'-2" BRACKET - PAINT TO MATCH WALL BC PL-1 SS-1 PL-12'-0"2'-4"2'-10"IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-410 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLAN AND ELEVATIONS- RADIOLOGY/ CHECK-IN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 1st FLOOR -RADIOLOGY SUITE 1/4" = 1'-0"12 XRAY 1411 -CONTROL 1/4" = 1'-0"9 XRAY 1411 -A 1/4" = 1'-0"10 XRAY 1411 -B 1/4" = 1'-0"2 CHECK IN DESK -FRONT 1/4" = 1'-0"4 CHECK IN DESK -BACK 1/4" = 1'-0"7 CHANGING ROOM 1/4" = 1'-0"14 TECH WORK 1412 -EAST 1/4" = 1'-0"13 TECH WORK 1412 -SOUTH 1/4" = 1'-0"5 WORK 1401 1/4" = 1'-0"3 RECEPTION 1400 REAR ELEVATION 1/4" = 1'-0"8 ULTRASOUND 1405 1/4" = 1'-0"6 MAMMOGRAPHY 1407 1/4" = 1'-0"11 XRAY 1411 -C 1/4" = 1'-0"15 X-RAY 1413 -ELEV. A 1/4" = 1'-0"16 X-RAY 1413 -B NUMBER DATE ISSUED BY DESCRIPTION 6 7 8 B C D EXAM 2310 EXAM 2311 LARGE EXAM 2312 PAT. TLT. 2309 EXAM 2308 PATIENT CORRIDOR 2300 ELEC. 2611 DATA 2610 EXAM/ PROCEDURE 2307 CONSULT 2401 CLEAN SUPPLY 2402 LARGE EXAM 2501 EXAM 2502 EXAM 2503 PAT. TLT. 2504 EXAM 2505 EXAM/ PROCEDURE 2506 SOILED HOLDING 2406 COFFEE 2609 PATIENT CORRIDOR 2500 COLLAB. ZONE 2404 COLLAB. ZONE 2400 MED/ POC 2403 MD WORK 2405 5'-4"3'-6" CLEAR 6'-2" 3'-6"6'-0"3'-6" CLEAR 6'-4" 1'-8" 1'-10" 5'-10" 6'-6" 8'-5 1/2"1'-0"1'-4"7'-8 1/2"2'-6"3'-0"9'-9" 1'-6"9'-11" 1'-6"8'-8 1/2"10'-1 1/2" 1'-6"11'-5" 3'-6" 11 1/2" 8'-1 1/2" 3'-6" 5'-4"6'-4 1/2" 5'-1 1/2"3'-8" CLEAR 4'-0"15'-0" CLEAR 4'-0" 3'-4" 11'-5"5'-9" 2300A 2300B 2312B 2312A 2400A 2400B2401A 2401B 2402 2311B 2311A 2310A 2310B 2309 2308B 2308A 2307A 2307B 2611 2610 2406 2506B 2505B 2502B 2503B 2501B 2501A 2502A 2503A 2504 2500B 2505A 2506A 10'-4"3'-6"7'-5"17'-8 1/2"7'-0"CLEAR 4'-0" A-411 2 A-411 34 A-411 5 A-419 2 A-4191 CLEAR 4'-0" 3C3C 3C3C 4'-6 1/2"8'-5"10'-2"4'-9"9'-6"2'-1 1/2"2'-8 1/2"6'-0"9'-6"1'-11"9'-3 1/2"1'-11 1/2"1'-4"4'-4 1/2"5'-11 1/2"2'-10 1/2"1'-0"2'-0"CLR1'-6"CLR1'-6"2'-0"CLR1'-6"2'-0"CLR1'-6"2'-0"2'-0"7 4'-6" 2'-4" 2'-9" 4'-9" 2'-4" 2'-9" 4'-0"2'-5"2'-0"CLR1'-6"CLR1'-6" 2'-0" CLEAR 5'-9 1/2" 4'-9 1/2"CLR1'-6"CLEAR 5'-4" C B 6A A-427 10 SIM. A-500 2 SIM. A-500 2 SIM. A-500 2 SIM. 6A 2 2 7 C B C B CB 2 2 2500A A-425 16 A-412 6 A-412 11 1919 A-421 6 OPP. A-425 11 19 19 16 16 A-412 1 18 16 TYPICAL LARGE EXAM TYPICAL EXAM/ PROCEDURE TYPICAL EXAM16 16 17 16 A-430 41 41 41 41 1" FILLER2'-6"2'-3"1" OVERHANG 2'-10"PL-1 TYP. SS-1 C B 1" FILLER 2'-6" 1'-3" 1" FILLER 3'-0" 3'-0" 1" FILLER 2'-0"2'-4"2'-10"1'-10"7'-2"U.C. SPECIMEN REFRIG. BY OWNER PL-1 TYP. PL-1 TYP. SS-1 CB FINISHED END 1" FILLER 3'-0" 3'-0" 1" FILLER 1" FILLER 2'-6" 1'-3"U.C. MED REFRIG. BY OWNER2'-0"2'-4"2'-10"1'-10"7'-2"PL-1 TYP. PL-1 TYP. SS-1 CB FINISHED END OPEN BEYOND 7'-2"5'-9"5'-9"MONITOR - OWNER PROVIDED, CONTRACTOR INSTALLED CG-1 CG-1 4'-0" TYP.GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE: 6 A-430 /SEE: 1 A-41546 47 48 49 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-411 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLAN AND ELEVATIONS- TYPICAL POD FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 TYPICAL POD 1/4" = 1'-0"2 SOILED HOLDING 2406 1/4" = 1'-0"3 POC TESTING ALCOVE ELEV. 1/4" = 1'-0"4 MED STATION ELEV. 1/4" = 1'-0"5 MED/POC -SOUTH ELEV. NUMBER DATE ISSUED BY DESCRIPTION 14'-6"CLEAR2'-0"EXAM/ PROCEDURE 2506 2506B 2506A 6'-10 1/2"2'-0"5'-6"1'-0" R 4'-0"CLEAR4'-4"A-412 15 14 13 12 B C 19 20 WG-2 14'-4" 33 49 7 D LARGE EXAM 2501 2501B 2501A CLEAR1'-6" 4'-11"14'-6"2'-0"4'-4 1/2" 12'-5"1'-0" RCLEAR5'-8 1/2"A-412 4 3 2 5 A-427 4 B C 3B 3B3B3B 3B 3B 19 4'-0"19 20 EQ. 6'-2" EQ.1'-0"EQ EQ 16 A-430 WG-2 49 EXAM 2503 2503B 2503A 14'-4"11'-0"CLR1'-6"4'-0"2'-0"8'-4"4'-0"1'-0 " R A-412 8 10 97 CB CLEAR1'-6" 2'-0" 7 6A 19 20 WG-2 49 SOLID SURFACE COUNTER (SS-1) WITH PAINTED WALL CLEAT AND SUPPORT LEG. EASE ALL EDGES. (TYP) 3" ROUND STAINLESS STEEL TABLE LEG WITH ADJUSTABLE BASE (TYP) WG-2, COORDINATE HEIGHT WITH FURNITURE VENDOR4'-0"MONITOR - OWNER PROVIDED, CONTRACTOR INSTALLED 2501A 2501B 1" OVERHANG 2'-0" 2'-10"2'-10"OPEN C B SS-1 PL-1 12"HX18"W METAL BRACKET TYP. TO BE PAINTED IN FIELD (MATCH WALL)2'-10"2'-10"2'-0" 1" FILLER SS-1 PL-1 OPEN CB 2503A SOLID SURFACE COUNTER (SS-1) WITH PAINTED WALL CLEAT AND SUPPORT LEG. EASE ALL EDGES. (TYP) 3" ROUND STAINLESS STEEL TABLE LEG WITH ADJUSTABLE BASE (TYP) WG-2, COORDINATE HEIGHT WITH FURNITURE VENDOR 4'-0"MONITOR - OWNER PROVIDED, CONTRACTOR INSTALLED 2503B 12" METAL BRACKET TYP. TO BE PAINTED IN FIELD (PAINT TO MATCH WALL) 2506A SOLID SURFACE COUNTER WITH PAINTED WALL CLEAT AND SUPPORT LEG. EASE ALL EDGES. (TYP)(SS-1) 3" ROUND STAINLESS STEEL TABLE LEG WITH ADJUSTABLE BASE (TYP) WG-2, COORDINATE HEIGHT WITH FURNITURE VENDOR MONITOR - OWNER PROVIDED, CONTRACTOR INSTALLED 4'-0"2506B 1" OVERHANG 2'-0" 5'-11"2'-10"12"HX18"W METAL BRACKET TYP. TO BE PAINTED IN FIELD (MATCH WALL) SS-1 PL-1CB 6"GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE:6 A-430 /SEE: 1 A-41546 47 48 49 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-412 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLAN AND ELEVATIONS- EXAM ROOMS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"11 TYPICAL EXAM/PROCEDURE 1/4" = 1'-0"1 LARGE EXAM 1/4" = 1'-0"6 TYPICAL EXAM ROOM 1/4" = 1'-0"5 LARGE EXAM -D 1/4" = 1'-0"4 LARGE EXAM -C 1/4" = 1'-0"3 LARGE EXAM -B 1/4" = 1'-0"2 LARGE EXAM -A 1/4" = 1'-0"10 EXAM -D 1/4" = 1'-0"9 EXAM -C 1/4" = 1'-0"8 EXAM -B 1/4" = 1'-0"7 EXAM -A 1/4" = 1'-0"15 EXAM/ PROCEDURE -D 1/4" = 1'-0"14 EXAM/ PROCEDURE -C 1/4" = 1'-0"13 EXAM/ PROCEDURE -B 1/4" = 1'-0"12 EXAM/ PROCEDURE -A WG-2 NUMBER DATE ISSUED BY DESCRIPTION 7 8 B C D 1700 1703 1704 1705 1707 1708 TREATMENT 1703 TREATMENT 1704 STORAGE 1707 PAT. TLT. 1705 TREATMENT 1708 CHECK-IN 1700 PT GYM 1701 PATIENT CORRIDOR 1702 COLLAB. ZONE 1914 1702A HAND THERAPY 1709 WORK 1706 1709 1702B 10'-4" 4" 8'-10"5'-4"7'-5" 3'-0"11'-2"11'-4"7'-6" 10 1/2" 2'-1" 4'-11" 7'-11" 2'-11" 7'-11 1/2"3'-6 1/2" 12'-1" 5'-4"7'-5"11'-10" A-413 2 A-413 3 A-413 4 A-424 16 2'-5"A-413 7 A-413 6 A-500 2 SIM. A-500 3 SIM. A-427 2 8 5'-6" 4'-6" 14 1'-7"2'-11"3'-4 1/2"7 2'-9 1/2"7'-10" 10" 2'-2" A-500 2 SIM. A-500 2 SIM. B C CB 6A 8A 2'-1"A-413 2 Sim A-4132Sim Q Q Q B C CB B C 21 7'-10" A-413 5 10"4" 2'-6"1'-8 1/2" 1'-0 1/2" 6 1/2" 5 1/2" 6 1/2" 5 1/2"1'-8 1/2"1'-0 1/2"3'-0" 1'-10" PL-1 TYP. SS-1 PL-1 TYP. C B 2 A-430 1" OVERHANG 2'-6" 1'-3" 1" FILLER 3'-0"1" FILLER 2" FILLER2'-3"2'-6"3'-0"2" FILLER 2'-6"3'-0"2" FILLER 2'-10" 1'-10" 2'-6"7'-2"C B PL-1 TYP. SS-1 PL-1 TYP. CG-1 WG-2 4'-0" TYP.ICE AND WATER MACHINE, PROVIDE BY OWNER INSTALL BY CONTRACTOR 2'-10" 1'-10" 2'-6" 1" FILLER 2'-3" 2'-6" 2'-6" 1" FILLER PL-1 TYP. PL-1 TYP. SS-1 7'-2" 1'-10" C B 1" FILLER2'-6"2'-6"2'-3"1" FILLER2'-6"2'-2"3'-0"PL-3 PL-3 2'-4"7'-8"1" FILLER2'-6"2'-5"2'-5"2'-6"1" FILLER 1" FILLER2'-6"2'-5"2'-5"2'-7" FILLER QTZ-1 GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A WALL BEYOND 2'-8"10"2'-6"QTZ-1 PL-3 WATERFALL EDGE TYP. RB-1 11 A-430 12 A-430 10" PLAM SEAM IF NEEDED 12" METAL SUPPORT BRACKET TYP. QTZ-1 RB-1 REMOVABLE ACCESS PANEL2'-6"PL-3 FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE:6 A-430 /SEE: 1 A-41546 47 48 49 WATERFALL EDGE TYP WATERFALL EDGE TYP PL-3 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-413 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLAN AND ELEVATIONS- PHYSICAL THERAPY FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 PHYSICAL THERAPY POD 1/4" = 1'-0"2 PT TREATMENT ROOM -A 1/4" = 1'-0"3 PT WORK 1/4" = 1'-0"4 HAND THERAPY 1/4" = 1'-0"6 PT CHECK IN -NORTH 1/4" = 1'-0"7 PT CHECK-IN 1/4" = 1'-0"8 PT CHECK-IN BACK 1/4" = 1'-0"5 PT CHECK-IN SIDE VIEW NUMBER DATE ISSUED BY DESCRIPTION 2 3 4 5 B C D E CONFERENCE 3102 VEST. 3101 STOR. 3103 CONSULT 3201 CONSULT 3202 PREP/ RECOV. 3203 PREP/ RECOV. 3204 PREP/ RECOV. 3205 PREP/ RECOV. 3206 PREP/ RECOV. 3207 PREP/ RECOV. 3208 MEN'S LOCKER 3615 PROCEDURE/ ENDOSCOPY 3214 PROCEDURE/ ENDOSCOPY 3215 WOMENS LOCKER 3616 PROCEDURE/ ENDOSCOPY 3220 VEST. 3105 STOR. 3104 E.S. 3221 SOILED WORK 3223 CLEAN SUPPLY 3226 MED 3228 NURSE STATION 3227 CORRIDOR 3230 STAFF TLT. 3224 PAT. TLT. 3209 PREP/ RECOV. 3210 PREP/ RECOV. 3211 PAT. TLT. 3225 SOILED 3219 CLEAN SCOPE STORAGE 3217 LAB 3614 EQUIP/ SUPPLY STORAGE 3216 WORK ROOM 3229 EQUIP. 3222 A-415 1 A-41510 A-4155 5'-11" 7'-5" 5'-0 1/2"5'-9" 10'-5"10'-5" 2'-2 1/2" 9'-2 1/2"11'-5"8'-7 1/2" 9" 12'-9"6'-5" 7'-9"25'-2 1/2"4'-9 1/2" 4 1/2"14'-10" 3'-5 1/2" 11'-6"10'-8" 1'-0" A-415 6 A-415 8 11'-3" 2'-11" 8'-3 1/2"11'-3"10'-5 1/2"9 1/2"7'-1"11'-3"11'-0 1/2" 1" 7'-5" 4'-6 1/2" CLEAR 6'-0" 8'-0"5'-7"5'-11" 7'-5"9'-3" 6'-5"11'-3"6'-11" 1'-9" 3'-11" 1'-6" 1'-10" 3'-7" 8'-8 1/2" 17'-1" CLEAR 6'-0" 6'-5 1/2" 9'-11 1/2" 1'-8 1/2" 4 1/2" 6'-3 1/2" 10'-0 1/2" 2'-1" 2'-11" 7'-7" 3201 3202 32143215 3230A 3220 3226A 3226B 3100A 3103 3104 3100B 3228 3217 3230B 3209 3200C 3221 3219 3101 3105 36153616 36143216 3230C 322532243223A 7 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C3C3C 3C 4 A-700 2 3223B 3211 3210 3208 3207 3206 3205 32043203 CLEAN PROCESSING 3218 3218B 3218A 3200A 3200B2'-0 1/2"8'-3 1/2"4 1/2"4'-11"18'-6 1/2"7 7 7 3'-6"2'-10" 5'-3 1/2" 7'-3 1/2"14'-2 1/2" 3'-2 1/2" 6'-9"13'-10 1/2"4'-6 1/2"2'-4" 12'-9" CLEAR 5'-0" 8'-0 1/2" 7'-8" 7'-5" 2'-9" 11" 5" 3'-6" 3'-1" 1'-4 1/2" 6'-10 1/2" 3'-5" 5'-11" 4'-1" 7'-0 1/2" 9 1/2" 1'-11" 3'-4" 3'-0" 3'-0" 2'-7"CLEAR6'-0"3'-6" 10'-8" 4" 4'-8" 7'-2 1/2"13'-4"A-426 11'-2 1/2"1'-5"1'-0 1/2"3C 3C 14 A-41511 A-415 12 2'-6"3'-0"4'-6"11'-9"2'-2" 1'-0" 13 2'-0"15 3'-3 1/2"8 1/2"4'-8"17 A-430 18 A-430 A-423 11 2 COFFEE 3613CB 3C 3C 4 5 2 A-415 20 CORRIDOR 3200 A-415 18 B C B C B C CB CB CB CB CB C B B C B C B C C B B CC C B B C B C B C 2 19 27 19 28 K K 26 A-4159 24 25 23 24 30 29 19 19 19 22 19 19 22 19 19 22 31 31 3232 TYP. PREP/RECOVERY A-41519 A-415 16 A-4163 2 1 A-421 6 A-416 6 A-416 4 5 46 46 46 46 46 46 46 3A 1'-5 1/2"1'-6"1'-6"2'-1"5'-11" 3'-4" W17 19 19 34 34 34 3'-0"3'-0" TYP 7'-11"135.0° TYP3229 C B 17 B EQUIP. 3213 2'-4" 3'-0"CL CL 1'-4" CL A-416 1Sim2Sim 3Sim 48 48 48 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8 1/2"3'-4 1/2"9" 8'-10 1/2" 2'-6" 3C GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE: 6 A-430 /SEE: 1 A-41546 47 48 49 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-414 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLANS -ENDOSCOPY SUITE & CONFERENCE ROOM FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 3RD FLOOR -ENDOSCOPY SUITE NUMBER DATE ISSUED BY DESCRIPTION 5 10'-10"A-415 3 13'-1" 2 CB 34 19 22 33 4'-5"CL WG-3 WG-3 2'-10" 2'-4" 2'-0" 1/2" OVERHANG1'-11 1/2" 2'-6" 2'-3 1/2" 1" FILLER CUBICLE CURTAIN C B WG-3 PL-1 TYP SS-2 12" METAL BRACKET TYP, PAINT TO MATCH WALL 7'-2"GYP. SOFFIT 2'-4" 2'-4 1/2" 2'-2 1/2" 1" FILLER 1" OVERHANG 2'-3" 2'-6" 2'-6" 1" FILLER2'-0"2'-4"2'-10"1" OVERHANG 2'-3" 2'-6" 2'-6" 1" FILLER 3228 C B PL-1 TYP PL-1 TYP SS-2 7'-2"CG-1 4'-0" TYP.24 PL-1 TYP. SS-2 PL-1 1" FILLER 2'-6" 2'-6" 2'-9" 2'-6" 2'-6" 1" FILLER 1" FILLER 2'-6" 2'-6" OPEN 2'-9" 2'-6" 2'-6" 1" FILLER 1" OVERHANG 2'-3" 2'-6" 1" FILLER C B PL-1 TYP SS-2 2'-10"CG-1 4'-0" TYP.CLINICAL FLUSHING RIM SINK. REF PLUMBING FOR DETAILS B C 2'-0"2'-4"2'-10"2'-7" 2'-3" PL-1 SS-1 PL-1 1" FILLER 2'-6" 3'-0"1" FILLER 6"3" FILLER PL-1 TYP SS-1 PL-1 TYP 3" FILLER 1'-6" 2'-0" 3'-0" 1" OVERHANG 1" OVERHANG3'-0"3'-0"1'-3"1" FILLER 3228 PL-1 SS-2 PL-1 1" FILLER 2'-6" 3'-0" 2'-6" 1" OVERHANG 1" FILLER 2'-6" 1'-0" OPEN 2'-6" U.C. REFRIG. BY OWNER2'-0"2'-4"2'-10"7'-2"MED DISPENSING STATION BY OWNER3'-6"1'-0" 2'-6" PT-6 (IN FLAT FINISH) PL-1 PL-1 SS-2 TYP. W/ WATERFALL EDGE RB-1 TYP 17 A-430 18 A-430 PT-6 (FLAT FINISH) SUPPORT PANEL PL-1 PL-1 ON FACE OF INSIDE TYP. RB-1 SS-2 TYP.2'-6"ACCESS PANEL 12" METAL BRACKET TYP - BLACK 17 A-430 18 A-430 1 1/2"ACCESS PANEL PT-6 (FLAT FINISH) SS-2 PL-1 18 A-430 SIM. RB-1 2'-6"1 1/2" PL-1 SUPPORT PANEL TYP. SS-2 BLACK METAL BRACKET TYP PL-1 3211 3210 3209 3208 3207 3206 3205 CG-1WG-4, TYP.WG-4, TYP.4'-0" TYP.3200B 3204 3203 3202 3201 3200A CG-1 CG-1 WG-4, TYP. WG-4, TYP.4'-0" TYP.GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE: 6 A-430 /SEE: 1 A-41546 47 48 49 B C 2'-6" 2'-9" 2'-6" 2 1/2" FILLER 2'-10" 2'-4" 2'-10" 1" OVERHANG 2'-6" 2'-9" OPEN 2'-8 1/2" PL-1 SS-2 PL-1 TYP8'-0"PL-1 TYP SS-1 PL-1 TYP 1" 2'-6" 1'-9" 1" OVERHANG 8'-2" 1" OVERHANG 3'-0" 3'-0" 3'-0" 1" 1" 2'-6" 1'-9" 1" 8'-2" 1" 3'-0" 3'-0" 3'-0" 1"2'-0"2'-4"2'-10"MEDIVATOR - PROVIDE BY OWNER, INSTALL BY OWNER 4'-8"1'-5 1/2"2'-0"2'-4"2'-10"1" FILLER2'-9"1" OVERHANG SS-1 PL-1 WALL BRACKET FINISHED END PANEL C B B PT-6 WALL BLOCKING BY GC COORD. TO HEADWALL MANUF. REQ. VACUUM OUTLET OXYGEN OUTLET MONITOR ARM MOUNT KEYBOARD ARM MOUNT NURSE CALL POWER OUTLETS (3) BUMPERS POWER OUTLETS (3) NURSE CALL VITALS MONITOR MOUNT HEADWALL LIGHT 6"VACUUM SLIDE2'-10"5'-0"FINISHED END PANEL B IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-415 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS - ENDOSCOPY SUITE FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 TYPICAL PREP-RECOVERY ROOM 1/4" = 1'-0"3 PREP-RECOVERY ROOM -B 1/4" = 1'-0"10 NURSE STATION 3227 -WEST 1/4" = 1'-0"5 MED ROOM 3228 -WEST 1/4" = 1'-0"6 SOILED HOLDING 3222 1/4" = 1'-0"8 LAB 3614 -EAST 1/4" = 1'-0"7 LAB 3614 -SOUTH 1/4" = 1'-0"4 MED ROOM 3228 -EAST 1/4" = 1'-0"11 ENDOSCOPY NURSE STATION -EAST (FRONT) 1/4" = 1'-0"14 ENDOSCOPY NURSE STATION -EAST (BACK) 1/4" = 1'-0"12 ENDOSCOPY NURSE STATION -NORTH 1/4" = 1'-0"13 ENDO. NURSE STATION -SOUTH 1/4" = 1'-0"15 ENDO. NURSE STATION -NORTH 1/4" = 1'-0"20 CORRIDOR 3200 -EAST 1/4" = 1'-0"18 CORRIDOR 3200 -SOUTH 1/4" = 1'-0"9 NOURISHMENT 1/4" = 1'-0"19 CLEAN PROCESSING 3218 -WEST 1/4" = 1'-0"16 SOILED 3219 -NORTH 1/4" = 1'-0"2 PREP/RECOVERY ROOM -A 1/4" = 1'-0"17 SOILED 3219 -SOUTH NUMBER DATE ISSUED BY DESCRIPTION 6"2'-6"4'-4"2'-10"7'-5" 1'-6" 2'-6" 2'-6" 2'-6" 1" 2'-8" 4'-0 1/2" 2'-3" 2'-6" 5'-1 1/2" PL-1 TYP SS-2 PL-1 FINISHED END PANEL ENDOSCOPY CART BY OWNER FINISHED END4'-6"VACUUM OUTLETS (3) VACUUM SLIDES (3) WALL BLOCKING BY GC TOP AND BOTTOM COORD. TO HEADWALL MANUF. REQ. VITALS MONITOR MOUNT OXYGEN OUTLET CO2 OUTLET HOOKS (2) POWER OUTLETS UP SIDE OF HEADWALL (3) POWER OUTLETS UP SIDE OF HEADWALL (3) NURSE CALL 1" FILLER 2'-6" 2'-6" 2'-6" 2'-6" 5'-4" 2'-6" 1" FILLER 5'-1" 2'-6" 2'-6" 7'-11"2'-0"2'-4"2'-10"6"PL-1 TYP SS-2 PL-1 TYP FINISHED END PANEL FINISHED END GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE: 6 A-430 /SEE: 1 A-41546 47 48 49 7'-2 1/2" 2'-6" 2'-6" 2'-6" 1" 5'-1"2'-6"2'-3"2'-3 1/2"2'-8"4'-4"2'-10"2'-6"6"PL-1 TYP SS-2 PL-1 FINISHED END PANEL FINISHED END 1" 2'-6" 2'-6" 2'-6" 1'-3" 4'-10" 2'-6" 1" 6'-5"2'-3"2'-6"5'-1"2'-10" 2'-4" 2'-0"6"PL-1 TYP SS-2 PL-1 TYP FINISHED END PANEL FINISHED END2'-0"2'-2"3'-0"1 1/2" FILLER 2'-3" 2'-3" 1 1/2" FILLER 1" FILLER 2'-3" OPEN 2'-5" PL-1 PL-1 SS-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-416 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS - ENDOSCOPY SUITE FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 TYPICAL PROCEDURE ROOM -A 1/4" = 1'-0"2 TYPICAL PROCEDURE ROOM -B 1/4" = 1'-0"3 TYPICAL PROCEDURE ROOM -C 1/4" = 1'-0"4 PROCEDURE/ ENDOSCOPY 3220 -A 1/4" = 1'-0"5 PROCEDURE/ ENDOSCOPY 3220 -B 1/4" = 1'-0"6 VESTIBULE 3105 NUMBER DATE ISSUED BY DESCRIPTION 2 3 4 B C D E A-418 4 A-418 10 A-4187 A-418 19 A-418 20 COLLAB. ZONE COLLAB. ZONE MD WORK CATARACT DIAG. EXAM 2127 LASER DIAG. EXAM 2126 EYE EXAM 2125 EYE EXAM 2124 EYE EXAM 2123 EYE EXAM 2122 CLEAN SUPPLY 220111'-8"1'-9"5'-5"13'-5"9'-7"3'-9 1/2"11'-2"9'-1 1/2"5'-11"1'-8 1/2"12'-7 1/2"10'-10 1/2" 5'-7" 9" 8'-0 1/2" 3'-1 1/2" 11'-10"5'-7" 1'-5" 12'-6"9'-6" CORRIDOR 2130 1'-11" 6'-9 1/2"2"4'-7" 2'-8" 3'-3 1/2" 2'-1 1/2" 6'-5 1/2" 3'-3 1/2" 3'-6"6'-3" 3'-2 1/2" 3'-11 1/2" 4'-1 1/2" EYE EXAM 2111 STORAGE 2128 OPTICIAN 2102 PRE-TEST 2104 PRE-TEST 2105 CASHIER 2101 OFFICE 2129 EYE EXAM 2120 EYE EXAM 2113 STORAGE 2121 STAFF COLLAB. 2114 PAT. TLT. 2116 PAT. TLT. 2118 SUBWAIT 2115 SUBWAIT 2119 CORRIDOR 2103 VF DIAG. EXAM 2106 SOILED 2112 OPTICAL 2100 CORRIDOR 2117 9 8 6 3 A-4185 A-418 11 10'-0" EYE EXAM 2110 EYE EXAM 2109 PHOTO. DIAG. EXAM 2108 OCT DIAG. EXAM 2107 MED/ POC 2202 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C3C 7 7 9" 7'-9" 3'-5" 3'-5" 8'-10"10'-10" 6" 7'-4 1/2"3'-9 1/2"11'-3"8"7'-9" 6'-10" 8'-5 1/2"7'-9"10'-4 1/2" 4'-6 1/2" 2'-0 1/2" 13'-11"7'-7" 3'-6"1'-9" 5'-7"3'-2"CLEAR5'-0"3'-6"2'-2" 3'-11" 6A 3C 6A 3B 3B 3B 2100A 2106 2107 2116 2108 2109 2110 2007B 2111 2113 2112A 2112B 2122 2130B 2121 2123 2124 2114B 2125 2126 2127 2118 2100B 2201 2130A A-425 1 A-425 1 2'-11 1/2" CLEAR 3'-10" 2'-4" 2'-0" CLEAR 5'-2" CLEAR 5'-2"CLEAR5'-0"3C3C CB B C B C C B B C B C C B B C 2 2 CB 2117 2114A 2007A 3'-2"3'-0" 2'-0" 3'-5"3'-5" 2'-0" 3'-0"3'-2"3'-1 1/2" 3'-2" 3'-3 1/2" BCLEAR5'-0"43 43 43 41 41 41 41 41 41 41 4141 41 41 41 41 19 19 1'-4"1'-4"1'-4"10'-2"39 35 35 35 1'-6"2'-8 1/2"39 43 43 43 43 40 1'-0"1'-0"2 39 39 20 20 OPP. 36 36 W15 W16 2 A-418 1 B C B C C B CB C C B C B C B C BB C 19 19 19 19 19 19 19 19 37 38 37 38 37 38 37 383738 43 37 38 37 38 37 38 42 42 42 42 42 42 42 42 2'-10" A-41821 A-418 24 A-418 22 5 A-430 A-418 16 A-418 16OPP. A-418 17 18A-418 23 2'-6" 14 A-430 1 8 2120 4'-1"19 A-430 2102A 2102B 2128 2129 6'-2"19'-2 1/2"6'-4" 2'-1" 6'-9 1/2" 2'-5" 10'-5"8'-5"9'-4" 1'-8 1/2" 3C R= 0'-2" 41 41 41 41 3C 3C GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE: 6 A-430 /SEE:1 A-41546 47 48 49 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-417 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLAN -EYE CLINIC FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 EYE CLINIC ENLARGED PLAN NUMBER DATE ISSUED BY DESCRIPTION (4) 18" DEEP ADJUSTABLE SHELVES ON STANDARDS (PL-1) CG-1 4'-0" TYP.SS-1 11"2'-0"1'-10"4"3'-0"1" FILLER 3'-0" 3'-0" 4 1/2" FILLER PL-1 TYP. QTZ-1 C B 2102A CG-1 W16 2'-6" 2'-8" 2'-0" PL-1 TYP. SS-1 PL-1 TYP. 2" FILLER1'-9"2'-6"2'-6"1'-9"2" FILLER 1" FILLER 2'-6" 2'-6" 1" FILLER PL-1 TYP. SS-1 PL-1 TYP 1 1/2" FILLER3'-0"2'-6"1" FILLER 1 1/2" FILLER3'-0"2'-6"1" FILLER2'-0"2'-4"2'-10"2102B CB CG-1 4'-0" TYP.2'-6"2'-0"2'-2"3'-0"1" OVERHANG 2'-0" 3'-0" 2'-0" 1'-6" 2" FILLER 1" FILLER 3'-0" 3'-0" 3'-0" OPEN PL-1 TYP 5 A-430 PL-1 TYP SS-2 PL-1 PL-1 SS-2 2'-0" 1'-9" 2'-0" 3'-0" 2'-6" 3'-0" 1" FILLER 3'-0"PL-1 SS-2 2'-6"2" FILLER 2'-0" 3'-0" 1'-6" 1" OVERHANG 2102A W16 SS-1 PL-1 TYP. PL-1 TYP. (5) 16" DEEP ADJUSTABLE SHELVES ON STANDARDS. WHITE MELAMINE TYP.6'-6"C B 1" OVERHANG 2'-6" 2'-6" 1" FILLER 1" OVERHANG 2'-6" 2'-6" 1" FILLER 2'-0"2'-4"2'-10"10"7'-2"13'-6"10'-10"2124 A-418 15 14 13 12 EYE EXAM 2124 7'-2" 19 38 37 C B 424'-2"WG-2 PL-1 TYP. PL-1 SS-1 3'-1" 1'-6" 2'-6" 1" FILLER 1" OVERHANG 2'-6" 1" FILLER C B 2'-0"2'-4"2'-10"1'-10"7'-2"BRACKET - PAINT TO MATCH WALL WG-2 WALL MOUNT HEADLAMP - OWNER PROVIDED, CONTRACTOR INSTALLED K 2124 4'-5"WALL MOUNTED MONITOR - OWNER PROVIDED, CONTRACTOR INSTALLED. PROVIDE CONCEALED BLOCKING AS REQUIRED PL-1 TYP. SS-1 SS-1SS-1 1" FILLER2'-6"1'-3"2'-6"1" FILLER2'-10"B 3" ROUND STAINLESS STEEL TABLE LEG WITH ADJUSTABLE BASE 3" ROUND STAINLESS STEEL TABLE LEG WITH ADJUSTABLE BASE 2'-6"2'-6"CG-1 CG-1 CG-1 4'-0" TYP.CG-1 WG-2 WG-2 SIGNAGE BY OWNER SS-1 PL-1 PL-1 3'-0" 2'-2" 2'-0"7'-2" 1'-10" 1 1/2" FILLER 2'-6" 1 1/2" FILLER 1 1/2" FILLER2'-6"1 1/2" FILLER CG-1 4'-0" TYP.GENERAL NOTES A. ALL FIRST AND SECOND FLOOR COLUMNS SHALL BE 1-HR RATED. B. REFER TO A-001 FOR GENERAL NOTES AND PARTITION TYPES. C. REFER TO A-422 FOR ALL ACCESSORY MOUNTING HEIGHTS D. REFER TO ROOM ELEVATIONS A-700 FOR ALL MILLWORK FINISH TYPES AND LOCATIONS. E. ALL PARTITIONS TO BE TYPE UNLESS OTHERWISE NOTED. 3A FLOOR PLAN KEYNOTES SOLID SURFACE COUNTER ON WALL BRACKETS (MAX SPACING 4'-0") WITH 4" BACKSPLASH HEIGHT 36" AFF U.N.O. REFRIGERATOR - BY OWNER COAT BAR AND SHELF SEE DETAIL 5/A429 FOLDING PARTITION DOOR DOOR POCKET - SIZE PER PARTITION DOOR MANUFACTURER LEADED VIEW WINDOW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER - WALL MOUNT VESTIBULE ROOF - FOR DETAILS VENDING MACHINE - BY OWNER AUDIOLOGY BOOTH - BY OWNER 3/4" O.D. STAINLESS STEEL CANE RAIL ON 1/2" STAINLESS STEEL SUPPORTS @ 3'-0" MAX LOCATE FOR 80" HEAD CLEARANCE. ALTERNATING TREAD DEVICE DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS. MOP SINK. REFER TO PLUMBING DRAWINGS. TYPICAL EXAM ROOM - FOR ADDITIONAL DETAILS TYPICAL EXAM/PROCEDURE ROOM - FOR ADDITIONAL DETAILS TYPICAL LARGE EXAM ROOM - FOR ADDITIONAL DETAILS WALL MOUNT TV OR MONITOR. PROVIDE BY OWNER INSTALLED BY CONTRACTOR. PROVIDE IN-WALL BLOCKING AS REQUIRED. PENINSULA. SS-X COUNTERTOP WITH STAINLESS STEEL LEG. PAINT WOOD CLEAT TO MATCH WALL. PROVIDE BLOCKING AS REQUIRED. ICE AND WATER MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED STRETCHER BY OWNER BLANKET WARMER, PROVIDE BY OWNER CRASH CART BY OWNER MED DISPENSING MACHINE BY OWNER CLINICAL FLUSHING RIM SINK. REF PLUMB. FOR DETAILS MOP SINK. REF PLUMB. FOR DETAILS CLOSET ROD AND SHELF. REFER TO DETAIL MEDIVATOR. PROVIDE BY OWNER INSTALL BY CONTRACTOR. CLEAN SCOPE CABINET. PROVIDE BY OWNER INSTALL BY CONTRACTOR (6) 12"X18" DOUBLE TIER METAL LOCKERS. PROVIDE BY CONTRACTOR LOCKER ROOM BENCH. REF SPEC SECTION 105113 - METAL LOCKERS PRIVACY CURTAIN WITH CEILING-MOUNTED TRACK PRE-MANUFACTURED HEAD-WALL OPTICAL DISPLAY CABINET - BY OWNER OPTICAL DESK - BY OWNER OPTOMETRY CHAIR - BY OWNER OPTOMETRY INSTRUMENT STAND - BY OWNER ADJUSTABLE SHELVES ON STANDARDS COUNTERTOP AUTOCLAVE BY OWNER FURNITURE SYSTEMS BY OWNER HEADLIGHT MOUNT - PROVIDE BY OWNER INSTALL BY CONTRACTOR TYPICAL EYE EXAM - REF. 11/A-417 FOR SIMILAR X-RAY TABLE - BY OWNER REGISTRATION KIOSK BY OWNER TYPICAL PREP/RECOVERY ROOM: FOR DETAILS TV MOUNTED AT 4'-6" AFF TO CENTER. ENDOSCOPY CART BY OWNER EXAM TABLE BY OWNER 1 2 3 4 5 6 7 8 9 10 11 12 /SEE:8 A-512 13 14 15 16 17 18 19 /SEE: 1 A-412 /SEE:11 A-412 /SEE: 6 A-412 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 /SEE: 6 A-430 /SEE: 1 A-41546 47 48 491'-0"2'-6"10 A-430 QTZ-1 PL-1 14 A-430 1'-6" 1" OVERHANG PL-1 10 A-430 14 A-430 QTZ-1 12" WALL BRACKET REMOVABLE ACCESS PANEL 19 A-430 2'-0"5'-2"1'-10"7'-2"3'-1"1'-6"2'-6"1" OVERHANG 1" OVERHANG 2'-6" 1'-6" 1" B C OPEN PL-1 SS-1 PL-1 1" OVERHANG 1'-6" 2'-6" 1" FILLER2'-10" 2'-4" 2'-0"7'-2" 1'-10" 1" OVERHANG 1'-6" 2'-6"1" FILLER C B PL-1 PL-1 SS-1 2'-0"2'-4"2'-10"1'-10"7'-2"1" OVERHANG 2'-6" 1'-6"1" FILLER 1" OVERHANG 2'-6" 1" FILLER B C SS-1 PL-1 PL-1 1'-6" 1" FILLER 2'-6" 1"2'-0"2'-8"2'-6"7'-2" 1'-10" SS-1 PL-1 PL-1 BRACKET - PAINT TO MATCH WALL (5) 12" DEEP ADJUSTABLE SHELVES ON STANDARDS. WHITE MELAMINE TYP 6'-6"6'-6"(5) 12" DEEP ADJUSTABLE SHELVES ON STANDARD. WHITE MELAMINE TYP RB-16'-8 1/2" REFRIGERATOR BY OWNER 1" FILLER2'-6"2'-6"1" OVERHANG 2'-10"CB SS-1 PL-1 TYP. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-418 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLANS AND ELEVATIONS -EYE CLINIC FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"10 OPTICAL -EAST 1/4" = 1'-0"4 CASHIER -EAST 1/4" = 1'-0"3 CASHIER -SOUTH 1/4" = 1'-0"6 OPTICIAN -NORTH 1/4" = 1'-0"9 OPTICIAN -EAST 1/4" = 1'-0"8 OPTICIAN -SOUTH 1/4" = 1'-0"7 OPTICIAN -WEST 1/4" = 1'-0"5 STORAGE 2128 1/4" = 1'-0"11 ENLARGED TYP. EYE EXAM 1/4" = 1'-0"15 TYP. EYE EXAM ROOM -D 1/4" = 1'-0"14 TYP. EYE EXAM ROOM -C 1/4" = 1'-0"13 TYP. EYE EXAM ROOM -B 1/4" = 1'-0"12 TYP. EYE EXAM ROOM -A 1/4" = 1'-0"19 EYE CLINIC BRANDING WALL/ PRE-TEST 1/4" = 1'-0"20 STAFF AREA -PRINTER STATION 1/4" = 1'-0"1 EYE CLINIC CHECK-IN DESK A 1/4" = 1'-0"2 EYE CLINIC CHECK IN DESK B 1/4" = 1'-0"16 CATARACT EYE DIAGNOSTIC 1/4" = 1'-0"24 OCT DIAGNOSTIC EXAM 1/4" = 1'-0"22 PHOTO DIAGNOSTIC EXAM 1/4" = 1'-0"21 VF DIAGNOSTIC EXAM 1/4" = 1'-0"17 STORAGE 2121 -A 1/4" = 1'-0"18 STORAGE 2121 -B 1/4" = 1'-0"23 EYE CLINIC SOILED 2112 RB-1 NUMBER DATE ISSUED BY DESCRIPTION 2501A 2502A 2503A 2504 2505A 2506A BASE AS SCHEDULED7'-2"CG-1 CG-1 WG-1, TYP.WG-1, TYP. 2406 2506B 2505B 2503B 2502B 2501B BASE AS SCHEDULED4'-0" TYPCG-1 J CG-1 1100A 1201A 1201B 1300A 1500A REFER TO SHEET A/410 FOR MILLWORK DETAILS PT-6 PT-6 BASE AS SCHEDULED TYP.1'-0" TYPCL 2" GAP (TYP) SIGNAGE BY OTHER TYP. WG-1 TYP 7'-2" TYP.CG-1CG-1CG-1CG-1 REGISTRATION KIOSK BY OWNER 1600A 1702A REFER TO SHEET A/413 FOR MILLWORK DETAILSBASE AS SCHEDULED WF-17'-2" TYP.CG-1 WG-1, TYP. CG-1 REGISTRATION KIOSK BY OWNER3'-3" 5'-1" 2'-8" WP-1, WRAP INSIDE BASE AS SCHEDULED, RB-2 WP-1 BASE AS SCHEDULED, RB-2 1001A1000B6"CG-1 CG-1 RATED STOREFRONT SYSTEM WP-1 W12 BASE AS SCHEDULED CG-1 CG-1 CG-1 7'-2"WG-1, TYP. WP-1 BASE AS SCHEDULED, RB-2 OPEN TO BEYOND WP-1 OPEN TO BEYOND BASE AS SCHEDULED RECESSED FIRE EXTINGUISHER CABINET, GC TO COORDINATE OPENING WITH PANEL VENDOR/CS ACROVYN OPEN TO BEYOND WP-1 RESILIENT BASE AS SCHEDULED2'-8"5'-1"3'-3"REFER TO A-700 FOR DETAILS WOOD PANEL DETAILS ON SHEET A700 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-419 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP INTERIOR ELEVATIONS - CORRIDORS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 TYPICAL PATIENT CORRIDOR 1/4" = 1'-0"2 TYPICAL STAFF CORRIDOR 1/4" = 1'-0"3 1ST FLOOR CORRIDOR -NORTH 1/4" = 1'-0"4 1ST FLOOR CORRIDOR -NORTH (EAST)MATCH LINEMATCH LINE1/4" = 1'-0"5 1ST FLOOR CORRIDOR -SOUTH 1/4" = 1'-0"6 1ST FLOOR CORRIDOR -SOUTH (WEST)MATCH LINEMATCH LINE1/4" = 1'-0"7 ELEVATOR -WEST 1/4" = 1'-0"8 ELEVATOR -EAST 1/4" = 1'-0"9 WHEELCHAIR STORAGE -WEST NUMBER DATE ISSUED BY DESCRIPTION 2007A 2100A 2200 2300A SS-3 TYP.4'-0"4'-0"EQ. 6'-1" EQ. 16 A-430 SIM. CG-1 7'-2"CG-1 WG-1, TYP.BASE AS SCHEDULED W15 WALL MOUNTED TV - PROVIDE BY OWNER, INSTALL BY CONTRACTOR 2400A 2401A 2400B 2500A BASE AS SCHEDULED SS-3 TYP SS-3 TYP4'-0"4'-0"4'-0"4'-0"3'-6"6'-4"3'-6"6'-2" 16 A-430 16 A-430 SIM. CG-1 7'-2"CG-1 WALL MOUNTED TV - PROVIDE BY OWNER, INSTALL BY CONTRACTOR WALL MOUNTED TV - PROVIDE BY OWNER, INSTALL BY CONTRACTOR 3500A3400B3401A3400A BASE AS SCHEDULED SS-3 TYP 3'-9"6'-1"4'-0"4'-0"6'-1" 3'-6 1/2"4'-0"4'-0"SS-3 TYP7'-2"CG-1 CG-1 WG-1, TYP. WALL MOUNTED TV - PROVIDE BY OWNER, INSTALL BY CONTRACTOR WALL MOUNTED TV - PROVIDE BY OWNER, INSTALL BY CONTRACTOR CG-1 3300A CG-1 3200B CG-1 3200A CG-1 BASE AS SCHEDULED WG-1, TYP.7'-2"EQ EQ EQ EQ 2'-2"5'-1"3'-3"RESILIENT BASE, RB-2 TYP. WP-1, TYP. EQ EQ EQ EQ 2'-2"5'-1"3'-3"RESILIENT BASE, RB-2 TYP. WP-1, TYP. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-420 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP INTERIOR ELEVATIONS - CORRIDORS (CONT'D) FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 2ND FLOOR CORRIDOR -NORTH 1/4" = 1'-0"2 2ND FLOOR CORRIDOR -NORTH (EAST)MATCH LINEMATCH LINE1/4" = 1'-0"6 3RD FLOOR CORRIDOR -NORTH (EAST) 1/4" = 1'-0"5 3RD FLOOR CORRIDOR -NORTH (WEST) 1/4" = 1'-0"7 ENTRY VESTIBULE -ELEV A 1/4" = 1'-0"8 ENTRY VESTIBULE -ELEV B MATCH LINEMATCH LINENUMBER DATE ISSUED BY DESCRIPTION WC-1 WC-2 WC-3 RESILIENT BASE AS SCHEDULED, RB-22'-11" 5'-1" 2'-8" 5'-2" WC-2 WIDTH 14'-0" WC-2 HEIGHT5'-2" WC-1 WIDTH 0" WC-1 WIDTHALIGN REVEALS W/ CENTER OF MULLION TYP WP-1 TYP ALIGN 24'-8" WC-3 TYP5'-2" WC-3 WIDTH WP-1 TYP WP-1 TYP WP-1 TYP EQ EQ EQ RESILIENT BASE AS SCHEDULED RV-2 WP-1 TYP ALIGN REVEALS W/ CENTER OF MULLION TYP 1" FILLER 2'-6"2'-6" OPEN 3'-1"2'-10"PLAM FLOATING SHELVES C B REFRIGERATORS BY OWNER 5'-2" 3'-0"1'-8" 1'-0" WF-1 TYP PL-1 PL-1 SS-1 2" FILLER2'-9"3'-0"1" FILLER 2" FILLER2'-9"3'-0"1" FILLER2'-10" 2'-4" 2'-0" C 2605 WALL BRACKETS AT 4'-0" SPACING MAX. PAINT TO MATCH WALL SS-1 3'-0"WALL BRACKETS AT 4'-0" SPACING MAX. PAINT T0 MATCH WALL SS-1 3'-0"2'-6"3'-0" 2'-2" 2'-0" B C 2618A2618B 1" OVERHANG 2'-9" 2'-9" 1" OVERHANG WALL BRACKETS AT 4'-0" SPACING MAX. PAINT TO MATCH WALL PL-1 2'-6"2'-6"BASE AS SCHEDULED 3/4"WOOD CHERRY VENEER PANELS TO MATCH WP-1, WITH 3/4" REVEALS PAINTED BLACK 3'-7"2'-1"5'-6" WALL MOUNT TV. PROVIDED BY OWNER, INSTALLED BY CONTRACTOR 2'-0" PT-1 OPEN3'-0"1" OVERHANG2'-3" OPEN 3'-1"2'-6"1" FILLER 1918 PL-1 TYP SS-1 3'-3" 5'-1" 2'-8" RESILIENT BASE, RB-2 TYP WP-1, TYP. CG-1 2'-8"5'-1"3'-3"EQ EQ EQ 7'-2"RESILIENT BASE, RB-2 TYP WP-1 C B 2'-4 1/2" 1'-0" 2'-6" 1" OVERHANG FINISHED END 2'-10"SS-1 PL-1 TYP SS-1 WALL BRACKET AT 4'-0" SPACING MAX. PAINT TO MATCH WALL WALL CLEAT TYP. PAINT TO MATCH WALL 1" OVERHANG2'-3"2'-6"1" FILLER B C PL-1 SS-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-421 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP INTERIOR ELEVATIONS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/4" = 1'-0"1 LOBBY STAIR -EAST 1/4" = 1'-0"2 LOBBY STAIR -WEST 1/4" = 1'-0"6 COFFEE 1917 1/4" = 1'-0"8 MD LOUNGE 2605 -ELEV A 1/4" = 1'-0"3 STERILIZATION 2618 -ELEV A 1/4" = 1'-0"4 STERILIZATION 2618 -ELEV B 1/4" = 1'-0"5 STERILIZATION 2618 -ELEV C 1/4" = 1'-0"7 MD LOUNGE 2605 TV WALL 1/4" = 1'-0"10 GENERAL STORAGE 1918 1/4" = 1'-0"12 LOBBY STAIR SIDE -ELEV A 1/4" = 1'-0"9 LOBBY STAIR SIDE -ELEV B 1/4" = 1'-0"11 LACTATION ELEV. 1/4" = 1'-0"13 STAFF LOUNGE 2604 1/4" = 1'-0"14 MD LOUNGE 2605 ELEV B 1/4" = 1'-0"15 SOILED 1605 NUMBER DATE ISSUED BY DESCRIPTION ADA MAX. TO BOTTOM OFREFLECTIVE SURFACEOPERATINGMECHANISMSANITARY NAPKIN DISPOSAL UNIT WATER CLOSET (BACK WALL) WATER CLOSET (SIDE WALL) LAVATORY W/ INSULATED PIPE GUARDS (WHITE) SOAP DISPENSER SOAP DISH PAPER TOWEL DISPENSER COAT HOOK MIRROR ABOVE SINK/ LAVATORY OPERATINGMECHANISMMIN.T.0. GRAB BARCL THESE MOUNTING HEIGHTS ARE FOR ADA-ACCESSIBILITY UNLESS OTHERWISE NOTED. THIS DRAWING IS FOR DIAGRAMMATIC PURPOSES ONLY. AN ITEMS' PRESENCE ON THIS DIAGRAM DOES NOT MEAN THAT IT APPEARS IN THIS PARTICULAR PROJECT. SEE FLOOR PLANS, SPECIFICATIONS, ETC. FOR THE ACTUAL TOILET ROOM ACCESSORIES IN THIS PROJECT. TOILET ROOM MOUNTING HEIGHTS DIAGRAM SCALE: N.T.S. NOTES: 1. G.C. TO PROVIDE WASHROOM ACCESSORIES AS INDICATED ON DRAWINGS. BASIS OF DESIGN FOR TOILET ROOM ACCESSORIES IS "BOBRICK", REFER TO PROJECT MANUAL FOR LISTING OF ADDITIONAL APPROVED MANUFACTURERS. PROVIDE CONCEALED BLOCKING FOR MOUNTING OF ALL ACCESSORIES. 2. THESE MOUNTING HEIGHTS ARE FOR HANDICAPPED ACCESS UNLESS OTHERWISE NOTED. THIS DRAWING IS FOR DIAGRAMMATIC PURPOSES ONLY. A GBC K O CL 3'-4"3'-4"2'-6"H1 3'-3"1'-6"GRAB BAR TO TOP OF GRAB BARBLOCKING BEHIND GYP. BD. H 3'-0"SEE PLAN VARIES GRAB BAR (1) 18" VERTICAL PER STALL 2'-10"H1H 3'-6"1'-0" 39" TO 41" G E T.O. SEAT17" TO 19"VARIESDRINKING FOUNTAIN COUNTER & SINK P Q 2'-10"2'-3"9" 36" MAX. W.C.38" TO 43" STANDING9"6" TOILET PAPER HOLDER AND SPECIMEN SHELF E 24" MIN. 42" MAX.MIN.1'-6"1 1/2" MIN.E F4'-0"3'-0" F 4'-0"SPECIMEN PASS-THRU WINDOW J L M BABY CHANGING STATION - VERTICAL BABY CHANGING STATION - HORIZONTALPER MANUF.PER MANUF.39" TO 41"1'-6"3'-0" 1'-0"2'-0"33" TO 36"1'-6" TOILET ACCESSORY SCHEDULE KEYNOTE ACCESSORY TYPE DETAILS A MIRROR - STANDARD 24x36 TEMPERED GLASS MIRROR - B-165 2436 A2 MIRROR - LARGE UNFRAMED TEMPERED GLASS MIRROR - DIMENSIONS AS INDICATED B SOAP DISPENSER PROVIDE BY OWNER, INSTALL BY GC C PAPER TOWEL DISPENSER PROVIDE BY OWNER, INSTALL BY GC D (NOT ASSIGNED) E TOILET PAPER HOLDER PROVIDE BY OWNER, INSTALL BY GC (BOD: DOUBLE ROLL - B2740) F SPECIMAN SHELF B-295x16 KEYNOTE ACCESSORY TYPE DETAILS G SANITARY NAPKIN DISPOSAL UNIT B-270 H GRAB BAR - HORIZONTAL 1 1/2" DIAMETER - B6806 SERIES - (1)-36" LONG & (1)-42" LONG PER TOILET H1 GRAB BAR - VERTICAL 1 1/2" DIAMETER - B6806 SERIES -(1)-18" LONG VERTICAL PER TOILET J SPECIMEN PASS-THRU WINDOW B-505 K COAT HOOK B-2116 L BABY CHANGING STATION - VERTICAL KB101-05 M BABY CHANGING STATION - HORIZONTAL KB200-054'-0" ADA MAX.5'-8" TYPICAL4 F 3.5 PUBLIC TLT. 1005 PUBLIC TLT 1003 5'-0 1/2" 1'-9"3'-1 1/2"1'-2 1/2" 4'-0" 9 1/2"10 1/2" 8'-2"1'-0" 2 1/2" 6'-1 1/2" 1'-6 1/2" A-422 10 9 8 7 4.2 F.1 L K E H B C A C BA 3B 3B 3C 3B 3B3B 3B3B VEST. 1004 H1 A-422 7 8 9 10 K L E H H H1 E.5 A-421 12 4"4'-0"1'-6"K 4"4'-0"10 1/2"C 1003 AHB 1'-6"1'-8 1/2"4"4'-0"CWT-1 TYP CWT-2 TYP. L H E 1'-6"4'-0"K 1905 8 1/2"C 4'-0"A B H 1'-6"1'-6" EH H1 6"4 A 6" 1'-6" 8'-0 1/2" 10 1/2" A-422 2 3 4 5 6A 4'-7 1/2" 4 1/2" 2'-3 1/2" 2'-8 1/2" 4'-9" STAFF TLT. 1904 STAFF TLT. 1905 A-427 3 14 B A C C E B E H H1 H KAK H1 H H 3B 3C A-422 4 3 2 5 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-422 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLAN AND ELEVATIONS- TYPICAL STAFF AND PUBLIC TOILETS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 3/8" = 1'-0"6 1ST FLOOR -PUBLIC TOILETS 1/4" = 1'-0"7 PUBLIC TOILET 1004 -ELEV A 1/4" = 1'-0"8 PUBLIC TOILET 1004 -ELEV B 1/4" = 1'-0"9 PUBLIC TOILET 1004 -ELEV C 1/4" = 1'-0"10 PUBLIC TOILET 1004 -ELEV D 1/4" = 1'-0"2 STAFF TOILET -ELEV A 1/4" = 1'-0"3 STAFF TOILET -ELEV B 1/4" = 1'-0"4 STAFF TOILET-ELEV C 1/4" = 1'-0"5 STAFF TOILET -ELEV D 3/8" = 1'-0"1 1ST FLOOR -STAFF TOILET 1904 & 1905 NUMBER DATE ISSUED BY DESCRIPTION 4 A E B C A K 2603 H1 7 3'-4 1/2" 5'-0 1/2" 11" 5'-0" 2'-8" A-423 2 3 4 5 STAFF TLT. 2603 H 6A 3B 3B 3B H 4 A-423 6 8 9 10 K C B H E H A H1 32248'-1 1/2"7'-5" A-42315 12 13 14 STAFF TLT. 3224 3C 3C 3C 3CHE H B A C K H1 3225 PAT. TLT. 3225 4 A 4'-7" 3'-9" 11" 5'-0" 2'-8" 3'-2" 3604 H EH K B A C H1 A-423 18 17 20 19 STAFF TLT. 3604 10 3B 3B3B E H1H 6"4'-0"K 3'-0" 1'-2"C 2603 4'-0"A B 1'-6"1'-6" H H EH1BAH 1'-6"1'-6" 32244'-0"1'-2" C 4'-0"K 2'-0"6"5'-10" H E H1 K 4'-0"3604 C 1'-9"4'-0"1'-6"1'-6" A B H 6 A A-423 22 25 24 23 STAFF TLT. 3607 A-423 22 23 24 25 B C K H E HH1 3607 3608 A H H E H1 2'-8" 2'-11" 2'-7" 2'-9 1/2" 5'-4 1/2" K B A C STAFF TLT. 3608 6A 7 1414 1'-6 1/2" 1'-6" 7'-11" 6A EHH1 4'-0" TYP.CG-1 1'-6"1'-6" B AH 3607 C 4'-0"2'-0" 5'-0"4'-0"K CG-1 4'-0" TYP.4'-0"H E FH1ABH 1'-6"1'-6" 32254'-0"C1'-6"4'-0"2'-0" K 6"IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-423 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLANS AND ELEVATIONS -SECOND AND THIRD FLOOR STAFF TOILETS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 3/8" = 1'-0"1 STAFF TOILET 2603 3/8" = 1'-0"11 STAFF TOILET 3224 & PATIENT TOILET 3225 3/8" = 1'-0"16 STAFF TOILET 3604 1/4" = 1'-0"2 STAFF TOILET 2603 -ELEV A 1/4" = 1'-0"3 STAFF TOILET 2603 -ELEV B 1/4" = 1'-0"4 STAFF TOILET 2603 -ELEV C 1/4" = 1'-0"5 STAFF TOILET 2603 -ELEV D 1/4" = 1'-0"12 STAFF TOILET 3224 -ELEV A 1/4" = 1'-0"13 STAFF TOILET 3224 -ELEV B 1/4" = 1'-0"14 STAFF TOILET 3224 -ELEV C 1/4" = 1'-0"15 STAFF TOILET 3224 -ELEV D 1/4" = 1'-0"17 STAFF TOILET 3604 -ELEV A 1/4" = 1'-0"18 STAFF TOILET 3604 -ELEV B 1/4" = 1'-0"19 STAFF TOILET 3604 -ELEV C 1/4" = 1'-0"20 STAFF TOILET 3604 -ELEV D 3/8" = 1'-0"21 STAFF TOILET 3607 1/4" = 1'-0"22 STAFF TOILET 3607 -ELEV A 1/4" = 1'-0"23 STAFF TOILET 3607 -ELEV B 1/4" = 1'-0"24 STAFF TOILET 3607 -ELEV C 1/4" = 1'-0"25 STAFF TOILET 3607 -ELEV D 1/4" = 1'-0"6 PATIENT TOILET 3225 -NORTH 1/4" = 1'-0"8 PATIENT TOILET 3225 -EAST 1/4" = 1'-0"9 PATIENT TOILET 3225 -SOUTH 1/4" = 1'-0"10 PATIENT TOILET 3225 -WEST PRE-ASSEMBLED SHOWER INSERT - SEE PLUMBING DRAWINGS NUMBER DATE ISSUED BY DESCRIPTION 3 C 1106 PAT. TLT. 1106 5'-10" 4'-2" FH1 A-424 3 2 5 4 H J C B A K 4'-0" 5'-10 1/2" 1'-0 1/2" 1'-8" 2'-3" 7 A-427 11 6A 4 C 1304 PAT. TLT. 1304 2'-1" 1'-1" 7'-3"4'-5"3'-1" 6'-10" A-424 8 7 10 9 C J A B K F H1 A-427 11 H E H 6 C 1504 PAT. TLT. 1504 4'-0" 3'-8" 10 1/2" 5'-8 1/2"1'-1 1/2"1'-0 1/2"5'-9 1/2"A-424 12 15 14 13 K EHH1 F J A B C 6A 7 7 C PAT. TLT. 1705 A-424 17 19 20 18 1705 2'-7 1/2" 3'-1 1/2" 2'-1"1/2"B K F H1 3'-0" 3'-11" 11 1/2" 1'-3" 1'-9" C6A 3B3B3B A-427 5 A H EH 1705 K 1'-10"4'-0"C2'-0"4'-0"H1 FH E 1'-6"1'-6" AHB 6"C 2'-0"4'-0"JAB H 3'-10" 1'-6"1'-8" CG-1 4'-0" TYP.H E F H1 1106 K 4'-0"4'-2"6"A 1'-6" H 1'-6" 1304 F H1 H E 3'-6 1/2"4'-0"KJCB 4'-0"2'-0"7 1/2"6"CG-1 4'-0" TYP.C 4'-0"2'-0"4'-0" TYP.CG-1AJH 1'-6" 2'-10"4'-0"H E KFH1 2'-0" 1504 6"CG-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-424 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLANS AND ELEVATIONS -FIRST FLOOR PAT. TOILETS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 3/8" = 1'-0"1 PATIENT TOILET 1106 3/8" = 1'-0"6 PATIENT TOILET 1304 3/8" = 1'-0"11 PATIENT TOILET 1504 3/8" = 1'-0"16 PATIENT TOILET 1705 1/4" = 1'-0"18 PATIENT TOILET 1705 -ELEV B 1/4" = 1'-0"17 PATIENT TOILET 1705 -ELEV A 1/4" = 1'-0"19 PATIENT TOILET 1705 -ELEV C 1/4" = 1'-0"20 PATIENT TOILET 1705 -ELEV D 1/4" = 1'-0"2 PATIENT TOILET 1106 -ELEV A 1/4" = 1'-0"3 PATIENT TOILET 1106 -ELEV B 1/4" = 1'-0"4 PATIENT TOILET 1106 -ELEV C 1/4" = 1'-0"5 PATIENT TOILET 1106 -ELEV D 1/4" = 1'-0"7 PATIENT TOILET 1304 -ELEV A 1/4" = 1'-0"8 PATIENT TOILET 1304 -ELEV B 1/4" = 1'-0"9 PATIENT TOILET 1304 -ELEV C 1/4" = 1'-0"10 PATIENT TOILET 1304 -ELEV D 1/4" = 1'-0"12 PATIENT TOILET 1504 -ELEV A 1/4" = 1'-0"13 PATIENT TOILET 1504 -ELEV B 1/4" = 1'-0"14 PATIENT TOILET 1504 -ELEV C 1/4" = 1'-0"15 PATIENT TOILET 1504 -ELEV D NUMBER DATE ISSUED BY DESCRIPTION 6 C 2'-8 1/2"6'-0"3'-6" 7'-1 1/2" 10 1/2" 3'-3" PAT. TLT. 2309 2309 A-425 12 13 14 15 K H E C B A J H F 7 C PAT. TLT. 2504 2504 3'-4" 4 1/2" 7'-9 1/2" 3'-3 1/2"2'-8 1/2"6'-0"A-425 17 18 19 20 H E H AB C K F H1 J 7 6A 4'-0"C 2'-0"A JB H 1'-6"1'-5" 4'-1 1/2" F H1H E EQ EQ 4'-0"2309 K 6"AH 1'-6"1'-6" 2504 4'-0"C1'-9 1/2"4'-0"K 2'-0" H1 FHJ E 2'-8"6"5 C PAT. TLT. 2304 2304 2'-0" 5 1/2" 8'-9 1/2"3'-6"2'-8 1/2"6'-0"H1 A-425 7 8 9 10 K J C B A H F E H 76A ABH 1'-6"1'-6" 2304 4'-0"C1'-9 1/2" EQEQ 4'-0"KH1J E H F 2'-8"6"A-4255 2 3 4 8'-5"6'-9 1/2"PAT. TLT. 2118 C AB E H 6A H1 H 2118 K ABH 1'-6"1'-6" 2118 4'-0"C1'-2"H EH1 6"K EQEQ 4'-0"IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-425 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLANS AND ELEVATIONS -SECOND FLOOR PAT. TOILETS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 3/8" = 1'-0"11 PATIENT TOILET 2309 3/8" = 1'-0"16 PATIENT TOILET 2504 1/4" = 1'-0"12 PATIENT TOILET 2309 -NORTH 1/4" = 1'-0"13 PATIENT TOILET 2309 -EAST 1/4" = 1'-0"14 PATIENT TOILET 2309 -SOUTH 1/4" = 1'-0"15 PATIENT TOILET 2309 -WEST 1/4" = 1'-0"17 PATIENT TOILET 2504 -NORTH 1/4" = 1'-0"18 PATIENT TOILET 2504 -EAST 1/4" = 1'-0"19 PATIENT TOILET 2504 -SOUTH 1/4" = 1'-0"20 PATIENT TOILET 2504 -WEST 3/8" = 1'-0"6 PATIENT TOILET 2304 1/4" = 1'-0"7 PATIENT TOILET 2304 -NORTH 1/4" = 1'-0"8 PATIENT TOILET 2304 -EAST 1/4" = 1'-0"9 PATIENT TOILET 2304 -SOUTH 1/4" = 1'-0"10 PATIENT TOILET 2304 -WEST 3/8" = 1'-0"1 PATIENT TOILET 2118 1/4" = 1'-0"2 PATIENT TOILET 2118 -NORTH 1/4" = 1'-0"3 PATIENT TOILET 2118 -EAST 1/4" = 1'-0"5 PATIENT TOILET 2118 -WEST 1/4" = 1'-0"4 PATIENT TOILET 2118 -SOUTH NUMBER DATE ISSUED BY DESCRIPTION PAT. TLT. 3209 3209 5'-0"8'-6"6'-8"A-426 2 3 4 5 C A B H E K H F H1 3C EQEQ 4'-0"K E H FH1ABH 1'-6"1'-6"4'-0"3209 1'-6"C 6"IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-426 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP ENLARGED FLOOR PLANS AND ELEVATIONS -THIRD FLOOR PAT. TOILETS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 3/8" = 1'-0"1 PATIENT TOILET 3209 1/4" = 1'-0"2 PATIENT TOILET 3209 -NORTH 1/4" = 1'-0"3 PATIENT TOILET 3209 -EAST 1/4" = 1'-0"4 PATIENT TOILET 3209 -SOUTH 1/4" = 1'-0"5 PATIENT TOILET 3209 -WEST NUMBER DATE ISSUED BY DESCRIPTION 6D 3C MAINTAIN 1 HOUR CONSTRUCTION AT INTERSECTIONS 6" METAL STUDS W/ (1) LAYER 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES. (1 HR) SEE PARTITION SCHEDULE 6D MAINTAIN 1 HOUR CONSTRUCTION AT INTERSECTIONS 6" METAL STUDS W/ (1) LAYER 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES. (1 HR) SEE PARTITION SCHEDULE 3 C 10 1/2" 10 1/2" 1'-0 1/2" 1'-8" 3B 3B 3B 3B 4 C1'-0 1/2"1'-0 1/2"1'-1" 6 1/2" 3B 3B 3B 3B MAINTAIN 1 HOUR CONSTRUCTION AT INTERSECTIONS 3" BATT INSULATION METAL STUDS W/ (1) LAYERS 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES. (1 HR) SEE PARTITION SCHEDULE. 3C 7 B 10 1/2" 10 1/2" 6 1/2" 6 1/2" 3B 3B 5 D 9" 9"6" 9" 2A 2A 2A 7 C 11 1/2" 1'-3"10 1/2"1/2"2'-1"3B 3B 2A 3B 3B 3 D 10 1/2"2'-3"10" 1'-9" 3B 3B 3B 3B 7 D 1'-4" 1'-2 1/2"10" 1'-4" 3B 7 D 1'-4" 1'-2 1/2"5 1/2" 1'-4" 3B 3B 3B IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-427 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP COLUMN DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1 1/2" = 1'-0"6 PLAN DETAIL -RATED CORNER 1 1/2" = 1'-0"3 PLAN DETAIL -RATED INTERSECTION 1 1/2" = 1'-0"11 TYP. COLUMN ENCLOSURE C-3 1 1/2" = 1'-0"8 TYP. COLUMN ENCLOSURE C-4 1 1/2" = 1'-0"9 INTERSECTION OF 2-HR & NON-RATED WALL 1 1/2" = 1'-0"2 DETAIL -COLUMN ENCLOSURE B-7 1 1/2" = 1'-0"7 DETAIL -COLUMN ENCLOSURE D-5 1 1/2" = 1'-0"5 DETAIL -COLUMN ENCLOSURE C-7 1 1/2" = 1'-0"10 TYP. COLUMN ENCLOSURE D-3 1 1/2" = 1'-0"4 TYP. COLUMN ENCLOSURE D-7 1 1/2" = 1'-0"1 TYP. COLUMN ENCLOSURE W/O INSULATION D-7 OCCURS AT THIRD FLOOROCCURS AT FIRST AND SECOND FLOORS NUMBER DATE ISSUED BY DESCRIPTION 1x BLOCKING AS REQ'D MELAMINE INTERIOR (WHITE), TYP. 3/8" PLYWOOD BACK W/ PLAM FACE PLASTIC LAMINATE WALL CABINETS. 3/4" PLYWOOD SUBSTRATE WITH PLAM FINISH MATERIAL ON ALL EXPOSED SURFACES 1/2" SOLID SURFACE OVER 3/4" PLYWOOD SUBSTRATE 4" SOLID SURFACE BACK SPLASH BLOCKING AS REQUIRED PLASTIC LAMINATE BASE CABINETS. 3/4" PLYWOOD SUBSTRATE, W/ FINISH MATERIAL ON ALL EXPOSED SURFACES. BRUSHED NICKEL WIRE PULL HARDWARE, TYP. ALL DRAWERS AND DOORS. BASIS OF DESIGN: HAFELE WIRE HANDLE 116.09.617 SINK AS SPECIFIED 2'-10"VARIES - REF ELEV.VARIES - REF ELEV.MELAMINE ADJUSTABLE SHELF W/ 5mm HOLES AND SHELF PINS REFER TO ELEVATION FOR HEIGHT OF HIGH RESILIENT BASE (RB-1) ON EXPOSED TOE KICK 2'-0" 1'-4"1 1/2"3"7'-2" U.N.O.WIRE PULL BASE, AS SCHEDULED METAL COUNTER BRACKET MAX. SPAN 4'-0" COLOR: BLACK 1"X3" CLEAT AT WALL PAINT TO MATCH WALL SOLID SURFACE OVER 3/4" PLYWOOD SUBSTRATE, 4" SOLID SURFACE BACKSPLASH REF. ELEVATIONSVARIES 4"1 1/2"BLOCKING AS REQ'D SOLID SURFACE OVER 3/4" PLYWOOD SUBSTRATE 4" SOLID SURFACE BACKSPLASH BLOCKING AS REQ'D ADJ. SHELF W/ 5mm HOLES AND SHELF PINS PLASTIC LAMINATE BASE CABINETS. 3/4" WOOD SUBSTRATE, W/ FINISH MATERIAL ON ALL EXPOSED SURFACES. BRUSHED CHROME WIRE PULL HARDWARE, TYP. VARIES - REF. ELEVATION1" PLYWOOD SUBSTRATE W/ PLASTIC LAMINATE FINISH, REFER TO ROOM FINISH SCHEDULE 1 1/2"4"3" 2'-0" BLOCKING AS REQ'D HAFELE CONCEALED SHELF SUPPORT 283.33.941 SOLID SURFACE OVER 3/4" PLYWOOD SUBSTRATE 4" SOLID SURFACE BACKSPLASH BLOCKING AS REQ'D HEAVY DUTY DRAWER GLIDES KV 8550 FULL EXTENSION BALL BEARING 100lb RATING. PLASTIC LAMINATE BASE CABINETS & DRAWER FRONTS. 3/4" WOOD SUBSTRATE, W/ FINISH MATERIAL ON ALL EXPOSED SURFACES. 1" PLYWOOD SUBSTRATE W/ PLASTIC LAMINATE, 1/2" PLYWOOD WITH 4" HIGH RESILIENT BASE ON EXPOSED TOE KICK 3" 1'-0" (2) LAYERS OF 3/4" PLYWOOD WITH PLAM ON ALL EXPOSED EDGES CLOSET ROD HANGER (2 MINIMUM AT 4' SPACING MAX) SHELF BRACKET - BLACK 1'-6" WALL - SEE FLOOR PLAN FOR TYPE QTZ-1 5" 2'-6"2'-6"PRIVACY PANEL BEYOND AP-1 12" METAL BRACKET TYP. 1/2" QUARTZ 3/4" PLYWOOD SUBSTRATE, EASED EDGES PL-3 ON 3/4" PLYWOOD 1 1/2" RESILIENT BASE (RB-1) ON ALL EXPOSED TOE KICKS 3'-2"1'-6"1'-2"1 1/2" 6"2'-8"6"4"5"6" 10"1'-8"10"3'-6"2" GROMMET RESILIENT BASE (RB-1) ON ALL EXPOSED TOE KICKS PRIVACY PANEL BEYOND, (ONLY AT MAIN CHECK-IN DESK) QTZ-1 W/ WATERFALL EDGE TYP. PL-3 ON 3/4" PLYWOOD PROVIDE POWER & OUTLET 12" METAL BRACKET TYP. PL-3 ON 3/4" PLYWOOD 6" PROVIDE 2" OPENING FOR POWER ACCESS PANEL BETWEEN BRACKETS 1'-2"4'-8"1'-2"PROVIDE A RECESSED CHANNEL TYP, ACRYLIC PANEL TO BE FLUSH WITH QUARTZ COUNTER AP-1 QTZ-1 TYP. RESILIENT BASE (RB-1) 1/2" FIRST FLOOR 0'-0" STONE VENEER EXPANDED METAL LATH SCRATCH COAT 3/4" PLYWOOD 6" METAL STUD10'-0"SIGNAGE ON STANDOFFS BY OWNER SS-2 BEYOND 3'-0"2'-2"4"12" METAL BRACKET TYP. 1/2" SOLID SURFACE (SS-2) ON 3/4" PLYWOOD SUBSTRATE, EASED EDGES PL-1 ON 3/4" PLYWOOD RESILIENT BASE (RB-1) ON ALL EXPOSED TOE KICKS 1 1/2" OVERHANG 6" 6"3 1/2" SS-2 W/ EASED WATERFALL EDGE PL-1 ON 3/4" PLYWOOD SUBSTRATE 12" METAL BRACKET TYP. 2" GROMMET 2'-6"1'-0"1'-0" ACCESS PANEL BETWEEN BRACKETS PL-1 ON 3/4" PLYWOOD SUBSTRATE RESILIENT BASE (RB-1) ON ALL EXPOSED TOE KICKS 8"1'-0"4"1'-6"VARIES - REF. ELEVATION1 1/2"4"3" 2'-0" BLOCKING AS REQ'D 3/4" PLYWOOD BACK W/ PLAM FACE ON ALL EXPOSED SURFACES PLASTIC LAMINATE SHELF WITH 3/4" PLYWOOD SUBSTRATE WITH PLAM FINISH MATERIAL ON ALL EXPOSED SURFACES 1'-0" REF DETAIL FOR BASE CABINET NOTES /SEE:8 A-4303'-4 1/2"3'-9 1/2"6"3'-1 1/2"1" OVERHANG 2'-1" U.N.O. 1x BLOCKING AS REQ'D MELAMINE INTERIOR (WHITE), TYP. PLASTIC LAMINATE DOOR. 3/4" PLYWOOD SUBSTRATE WITH PLAM FINISH MATERIAL ON ALL EXPOSED SURFACES MELAMINE ADJUSTABLE SHELF W/ 5mm HOLES AND SHELF PINS WIRE PULL LINEN CART BY OWNER PASS-THROUGH OPENING - FINISHED ALL SIDES 18"x6" OVERALL DIMENSION 4" OR 6" WALL BASE PER FINISH SCHEDULE. MATCH UNDERCUT OF CABINET DOOR TO ADJACENT BASE. BLOCKING AS REQ'D HEAVY DUTY DRAWER GLIDES KV 8550 FULL EXTENSION BALL BEARING 100lb RATING. PLASTIC LAMINATE BASE CABINETS & DRAWER FRONTS. 3/4" WOOD SUBSTRATE, W/ FINISH MATERIAL ON ALL EXPOSED SURFACES. 1/2" PLYWOOD WITH 4" HIGH RESILIENT BASE ON EXPOSED TOE KICK4'-1 1/2"2'-8 1/2"4"1x BLOCKING AS REQ'D MELAMINE INTERIOR (WHITE), TYP. PLASTIC LAMINATE DOOR. 3/4" PLYWOOD SUBSTRATE WITH PLAM FINISH MATERIAL ON ALL EXPOSED SURFACES MELAMINE ADJUSTABLE SHELF W/ 5mm HOLES AND SHELF PINS WIRE PULL (TYP.)7'-2"2'-1" 1" 2'-1"6 1/2"8"8"8"4"1'-5" 1"1 1/2"2'-1 1/2"2'-1"3'-0"7'-2"SOLID SURFACE OVER 3/4" PLYWOOD SUBSTRATE 4" SOLID SURFACE BACKSPLASH BLOCKING AS REQ'D HEAVY DUTY DRAWER GLIDES KV 8550 FULL EXTENSION BALL BEARING 100lb RATING. PLASTIC LAMINATE BASE CABINETS & DRAWER FRONTS. 3/4" WOOD SUBSTRATE, W/ FINISH MATERIAL ON ALL EXPOSED SURFACES. 1/2" PLYWOOD WITH 4" HIGH RESILIENT BASE ON EXPOSED TOE KICK 1x BLOCKING AS REQ'D PLAM INTERIOR, TYP. 3/8" PLYWOOD BACK W/ PLAM FACE OPEN FRONT PLASTIC LAMINATE WALL CABINETS. 3/4" PLYWOOD SUBSTRATE WITH PLAM FINISH MATERIAL ON ALL EXPOSED SURFACES PLAM ADJUSTABLE SHELF W/ 5mm HOLES AND SHELF PINS 6" 5" 11" 2" GROMMET RESILIENT BASE (RB-1) ON ALL EXPOSED TOE KICKS QTZ-1 W/ WATERFALL EDGE TYP. PL-1 ON 3/4" PLYWOOD 12" METAL BRACKET TYP. PL-3 ON 3/4" PLYWOOD 6" ACCESS PANEL BETWEEN BRACKETS WALL BEYOND 1'-10"1'-6"2'-0"4"1/2" QUARTZ (QTZ-1) ON 3/4" PLYWOOD SUBSTRATE, EASED EDGES PL-1 ON 3/4" PLYWOOD RESILIENT BASE (RB-1) ON ALL EXPOSED TOE KICKS BRUSHED CHROME WIRE PULL HARDWARE, TYP. 2'-6" 1" OVERHANG 3"2"2'-6"HEAVY DUTY DRAWER GLIDES KV 8550 FULL EXTENSION BALL BEARING 100lb RATING. PLASTIC LAMINATE BASE CABINETS & DRAWER FRONTS. 3/4" WOOD SUBSTRATE, W/ FINISH MATERIAL ON ALL EXPOSED SURFACES.4'-0"4'-0"CLEAT SOLID SURFACE 10"1'-5"1'-8" SUPPORT LEGS: PL-1 OVER TWO LAYERS OF 3/4" PLYWD SUBSTRATE BENCH: 1/2" SS-1 OVER 3/4" PLYWD WITH 1/2" RADIUS EDGE. SCRIBE AND SEAL TO ADJACENT WALLS. WALL BASE PER FINISH SCHEDULE1 1/2"PL-1 OVER 3/4" PLYWD CLEAT3"IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-430 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP MILLWORK DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 3/4" = 1'-0"1 TYP. MILLWORK BASE & UPPER CABINET 3/4" = 1'-0"7 TYPICAL COUNTER -NO BASE CABINET 3/4" = 1'-0"8 TYPICAL MILLWORK BASE 3/4" = 1'-0"9 TYPICAL MILLWORK BASE W/DRAWERS 3/4" = 1'-0"6 COAT AND SHELF DETAIL 3/4" = 1'-0"11 CHECK-IN DESK SECTION 3/4" = 1'-0"12 CHECK -IN DESK TYP 3/4" = 1'-0"13 PRIVACY PANEL SECTION3/4" = 1'-0"15 STONE WALL DETAIL 3/4" = 1'-0"17 ENDOSCOPY DESK SECTION TYP 3/4" = 1'-0"18 ENDOSCOOPY DESK SECTION 3/4" = 1'-0"2 PT TRMT -BASE CAB & SHELF 3/4" = 1'-0"4 CHANGING ROOM CABINET 3/4" = 1'-0"3 RADIOLOGY FULL HEIGHT CABINET 3/4" = 1'-0"5 OPTICIAN AREA CABINET DETAIL 3/4" = 1'-0"10 EYE CLINIC CHECK IN DESK SECTION 3/4" = 1'-0"14 EYE CLINIC CHECK IN DESK W/ DRAWERS 3/4" = 1'-0"16 CORRIDOR TV POCKET 3/4" = 1'-0"19 OPTICAL SHELF DETAIL 3/4" = 1'-0"4B CHANGING ROOM BENCH NUMBER DATE ISSUED BY DESCRIPTION + 11'-0" AFF + 10'-0" AFF ACT-2 INSTALLED PER MANUFACTURER'S DETAILS 3 5/8" STUDS @ 16" O.C. 3/4" CHERRY STAINED TO MATCH6"PARTITION AND SOFFIT BEYOND 1 1/2" BLACK ANGLE MOLDING2"A 6"+10'-8" AFF +9'-0" AFF 1'-8" 3 5/8" STUD @ 16" O.C. 5/8" GYP. BD.6"2"6" + 11'-0" AFF + 10'-8" AFF + 9'-0" AFF 3 5/8" STUDS @ 16" O.C. 3/4" CHERRY STAINED TO MATCH 1 1/2" BLACK ANGLE MOLDING ACT-3 INSTALLED PER MANUFACTURER'S DETAILS PARTITION BEYOND 5/8" GYP. BD. LIGHT - REF. ELEC. REF. CLNG. PLANS VARIES T.O. VESTIBULE COPING 12'-10" F.5 TYPICAL HIGH PRESSURE LAMINATE PANEL WALL ASSEMBLY (TRESPA) CONCEALED FASTENERS -SEE 4/A-300 A-513 14 TYPICAL ROOF ASSEMBLY -SEE 2/A-300 TAPERED INSULATION SLOPED 1/4" PER 1'-0" TOWARDS ROOF DRAIN 5/8" GYP BD SOFFIT ON 3 5/8" STUDS, TYP STEEL BEAM AND DECK - SEE STRUCTURAL DRAWINGS F.O. STOREFRONT 9 1/2"1'-2" ALUMINUM STOREFRONT TRANSOM WINDOW SECOND FLOOR 14'-0" F.O. STOREFRONT 3'-4" WP-1 + 9'-0" AFF + 10'-6" AFF + 11'-0" AFF 5/8" GYP BD SOFFIT ON 3 5/8" METAL STUDS, TYP ALUMINUM STOREFRONT TRANSOM WINDOW 6"SECOND FLOOR 14'-0"6"1-HOUR RATED GLAZING ASSEMBLY 1-HOUR RATED PARTITION WP-1 WP-1 3 5/8" STUD 1-HOUR RATED GLAZING ASSEMBLY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-431 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP CEILING DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1 1/2" = 1'-0"1 CEILING DETAIL -ACT-2 SOFFIT EDGE 1 1/2" = 1'-0"4 CEILING DETAIL -TYP. WINDOW WELL 1 1/2" = 1'-0"2 CEILING DETAIL -PATIENT CORRIDOR ENTRY 1 1/2" = 1'-0"5 CEILING DETAIL -ENTRY VESTIBULE A 1 1/2" = 1'-0"6 CEILING DETAIL -ENTRY VESTIBULE B 1 1/2" = 1'-0"3 CEILING DETAIL -CORRIDOR AT FIRE GLASS NUMBER DATE ISSUED BY DESCRIPTION 21'-0" FIRST FLOOR 0'-0" SECOND FLOOR 14'-0"10"3 1/2" G STRAIGHT HSS SECTIONS - REFER TO STRUCTURAL DRAWINGS 4" PRE-CAST CONCRETE COPING, TWO PIECES - COPE AROUND COLUMN. 1" SOFT JOINT AROUND THE COLUMN BETWEEN THE COLUMN AND THE PRECAST CAP. CONTINUOUS .060 PRE-FINISHED BRONZE ANODIZED ALUMINUM COPING AND DRIP WEEP / VENT (TWO PER SIDE OF PIER) AIR / WATER / VAPOR BARRIER CONTINUOUS OVER TOP OF SHEATHING 5/8" EXTERIOR GYP BD SHEATHING 4" STONE VENEER WITH METAL WALL TIES AT 16" O.C. EACH WAY - STAGGERED AIR SPACE AIR / WATER / VAPOR BARRIER 5/8" EXTERIOR GYP BD SHEATHING MORTAR DRAINAGE MESH WEEP / VENT - TWO PER SIDE THRU WALL FLASHING AND DRIP - ALL FOUR SIDES GROUT CAVITY SOLID BELOW FLASHING T.O. STONE PIERS 11'-4" NOTE: ALL EXPOSED STEEL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. FINISH WILL BE EXPOSED TO VIEW SO JOINT AND GALV. TO BE CLEAN, NEAT, AND FREE OF MARKS. 20" D X 8" W X 5/8" STEEL COLUMN - REFER TO STRUCTURAL DRAWINGS .040 ALUMINUM DOWN SPOUT TO GRADE AT BACK OF COLUMN (TYP. END COLUMNS AND RIGHT CENTER COLUMN). COORDINATE LOCATIONS WITH PLUMBING DRAWINGS. PAINT COLORS TO BE SELECTED BY ARCHITECT TO MATCH STONE AND CANOPY. 13/16" TEMPERED / LAMINATED GLASS (G8) WITH STAINLESS STEEL SPIDER CLIPS STRAIGHT HSS SECTIONS - REFER TO STRUCTURAL DRAWINGS (2) 12" TAPERED WT STEEL SHAPES ON BOTH SIDES OF COLUMN - REFER TO STRUCTURAL DRAWINGS. COPE TOP FLANGE AROUND TUBE STEEL 8" TUBE STEEL IN BETWEEN WT MEMBERS LIGHTING BY ELECTRICAL CONTRACTOR - REFER TO ELECTRICAL DRAWINGS T.O. VESTIBULE COPING 12'-10" STRAP ANCHORS AT 48" O.C. CONT. METAL GUTTER: .060 KYNAR FINISHED ALUMINUM. PAINT COLOR TO BE CUSTOM 10" 3'-4" 3 '-4 " 3'-4" 3 '-4" 3 '-4" 1 0 " 8 " 3 1/2" CL CL CL CL CL CL CL 1 8'-4 " STEEL ROD, REFER TO STRUCTURAL DRAWINGS POURED CONCRETE PIER. SEE STRUCTURAL DRAWINGS. STEEL PLATE CONNECTOR T.O. GRADE BEAM -2'-0" 6" METAL STUD FRAMING CONNECT DOWNSPOUTS TO BELOW GRADE STORM SYSTEM3" 1 1/2" RUN CONDUIT EXPOSED ABOVE CAST STONE CAP ALONG NORTH FACE OF STEEL COLUMNS. CONCEAL CONDUIT WITHIN PIER CONCRETE BELOW CAST STONE CAP. 4" STONE VENEER WITH METAL WALL TIES AT 16" O.C. EACH WAY 5/8" EXTERIOR GYP BD SHEATHING STEEL COLUMN - REFER TO STRUCTURAL DRAWINGS G 4.3 1'-5"1'-5" 2'-10"1'-11"1'-11"3'-10"LIQUID APPLIED AIR/WATER/VAPOR BARRIER 6" METAL STUD FRAMING 1" AIR SPACE DOWNSPOUT TO GRADE AT BACK OF COLUMN (GRIDS 4.3, 5.5, 6.2) STEEL COLUMN BEYOND - REFER TO STRUCTURAL DRAWINGS 13/16" TEMPERED / LAMINATED GLASS (G8) WITH STAINLESS STEEL SPIDER CLIPS STRAIGHT HSS SECTIONS - REFER TO STRUCTURAL DRAWINGS (2) TAPERED WT STEEL SHAPES ON BOTH SIDES OF COLUMN - REFER TO STRUCTURAL DRAWINGS. COPE TOP FLANGE AROUND TUBE STEEL 2" CONTINUOUS LINEAR LED EXTERIOR LIGHT FIXTURE IN BETWEEN WT SECTIONS - REFER TO ELECTRICAL DRAWINGS 5.5 1/2"5 1/2"COORDINATE LOCATION AND SIZE OF WIRING HOLES AND STIFFENER PLATES WITH SIZE AND LOCATION OF LIGHT FIXTURES - SEE STRUCTURAL AND ELECTRICAL DRAWINGS NOTE: ALL EXPOSED STEEL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. FINISH WILL BE EXPOSED TO VIEW SO JOINT AND GALV. TO BE CLEAN, NEAT, AND FREE OF MARKS. PROVIDE SILICONE SEALANT IN- BETWEEN GLASS PANELS 5 65 A-432 G 4.3 4.9 5.5 6.2 8 1/2" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 8 1/2" 61'-5" AA A A A AA A A A AA A A A AA A A A AA A A A AA A A A AA A A A AA A A A AA A A A B A A A B A A AC C A A AC B A A A B C B A A A B A A AC C D D D D E E FF G G 20'-0"3'-0"13'-0"7'-0" A-432 2 4 A-432 Sim 13/16" TEMPERED / LAMINATED GLASS (G8) WITH STAINLESS STEEL SPIDER CLIPS VESTIBULE ROOF BELOW GLASS SHAPE TAG TO SHOW SIMILAR GLASS SIZES - VERIFY ALL GLASS SIZES IN FIELD AFTER STEEL IS ERECTED STEEL COLUMNS - SEE STRUCTURAL DRAWINGS 8" TUBE STEEL BETWEEN WT MEMBERS - SEE STRUCTURAL DRAWINGS F.2 5.1 5.44.2 F.5 4'-6"NOTE: DOWNSPOUTS OCCUR AT BACK OF ALL PIERS EXCEPT THE PIER IN FRONT OF THE FIRE STAIR.1 1/2" OVERHANG, TYP.2'-0 1/2"2'-0 1/2"3'-1" DOWNSPOUT TO GRADE AT BACK OF COLUMN (GRIDS 4.3, 5.5, AND 6.2) WATERTABLE TO BE CAST IN TWO PIECES - DASHED LINE SHOWS SOFT JOINT 1" SOFT JOINT WITH BACKER ROD AND SEALANT AT PERIMETER OF GALVANIZED COLUMN IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-432 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP CANOPY PLAN, SECTIONS, AND DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 3/4" = 1'-0"5 EXTERIOR WALL SECTION -CANOPY 1 1/2" = 1'-0"2 PLAN DETAIL -CANOPY COLUMN TYPICAL 1 1/2" = 1'-0"4 EXTERIOR DETAIL -CANOPY 1/4" = 1'-0"1 CANOPY ENLARGED PLAN 1 1/2" = 1'-0"3 PLAN DETAIL -CANOPY COLUMN STONE SILL NUMBER DATE ISSUED BY DESCRIPTION 8 F F.O. MULLION1'-5"F.O. MULLION 1'-5" 9 1/2" 9 1/2"9 1/2" 9 1/2" 5/8" TYPE 'X' GYP. BD. ON 2 1/2" METAL STUD FRAMING - SEAL TIGHT TO DECK. THERMALLY BROKEN ALUM. CURTAIN WALL SYSTEM WITH 1" INSULATED GLASS - REFER TO WINDOW SCHEDULE STEEL COLUMN - SEE STRUCTURAL DRAWINGS HORIZONTAL MULLION BELOW CURTAIN WALL CORNER MULLION 5/8" TYPE 'X' GYP. BD. ON 2 1/2" METAL STUD FRAMING. SEAL TIGHT TO DECK AND FILL ALL VOIDS WITH FIRE SAFING MATERIAL AND SEALANT. 11" 6"6" 11" SPRAY APPLIED FIRE PROOFING 2A 2A 8 FIRE RESIST 705 FR OR APPROVED EQUAL F.O. STUD 1'-8" 3/8" HIGH PRESSURE LAMINATE WALL PANEL ON HORIZONTAL GIRT SYSTEM PROVIDED BY WALL PANEL MANUF. 6" METAL STUD FRAMING - REFER TO STRUCTURAL DRAWINGS 5/8" EXTERIOR GYP SHEATHING 3" VERTICAL THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM AT 16" O.C. (BASIS OF DESIGN - SMART Ci, GREEN GIRT OR SIM.) BREAK METAL SYSTEM CLOSURE3/8" TYPICAL EXTERIOR BRICK VENEER WALL ASSEMBLY -SEE 1/A-300 3/4" x 3/4" CANT OF MASTIC ON INSIDE CORNERS, TYP. 6B A 5/8" TYPE 'X' GYP. BD. TIGHT TO DECK AT ALL LOCATIONS 6" METAL STUD FRAMING AT 16" O.C., TYP. BACKER ROD AND SEALANT CONT. AT INTERIOR AND EXTERIOR PERIMETER OF OPENING, TYP. THERMALLY BROKEN ALUM. STOREFRONT SYSTEM WITH 1" INSULATED GLASS - REFER TO WINDOW SCHEDULE LIQUID APPLIED AIR/WATER/VAPOR BARRIER (BACKSTOP NT-VB) ON 5/8" EXTERIOR SHEATHING TYPICAL EXTERIOR INSULATION AND FINISH WALL SYSTEM ASSEMBLY -SEE 1/A-300 BASIS OF DESIGN: DRYVIT OUTSULATION PLUS METAL ANCHOR TAB AND SHIM (PER WINDOW CONTRACTOR)F.O. MULLION1'-1"F.O. STUD1'-0"6A AQUAFLASH MESH EMBEDDED IN AQUAFLASH LIQUID IN ACCORDANCE WITH DRYVIT OPMD SYSTEM INSTRUCTIONS FOR PUNCHED OPENINGS - TYPICAL AT ALL EIFS LOCATIONS F.2 5.4 THERMALLY BROKEN ALUM. CURTAIN WALL SYSTEM W/ 1" INSULATED GLASS - REFER TO WINDOW SCHEDULE BREAK METAL TRIM FILLER PER HPL SYSTEM FIRE RESIST 705FR OR APPROVED EQUAL 5/8" EXTERIOR GYP SHEATHING 3" MINERAL FIBER BOARD INSULATION VERTICAL THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM AT 16" O.C. - ALL PART OF COMPLETE SYSTEM BY HPL/SUPPORT MANUF. STEEL COLUMN - SEE STRUCTURAL DRAWINGS F.O. MULLION1'-3"F.O. STUD 6 1/2" F.O. STUD 3" F.O. STUD 1'-2 1/2" 3B 2 1/2" MINERAL WOOL THERMAL BATT INSULATION SPRAY APPLIED FIRE PROOFING 6C 3/4" x 3/4" CANT OF MASTIC ON INSIDE CORNERS, TYP. WRAP FIRE RESIST 705FR INTO OPENINGS F 6.5 9 1/2" 9 1/2" 5/8" TYPE 'X' GYP. BD. ON 2 1/2" METAL STUD FRAMING - SEAL TIGHT TO DECK. STEEL COLUMN - SEE STRUCTURAL DRAWINGS 9 1/2" 9 1/2" HORIZONTAL MULLION BELOW THERMALLY BROKEN ALUM. CURTAIN WALL SYSTEM WITH 1" INSULATED GLASS - REFER TO WINDOW SCHEDULEF.O. MULLION1'-5"2A 2A 5.4 F.5 F.O. STUD9 1/2"F.O. STUD 6 1/2" F.O. STUD 9"F.O. JAMB10"ALIGNALUM. AUTOMATIC SLIDING DOOR CONT. 2X BLOCKING AT PERIMETER OF OPENING, TYP. WRAP AIR/WATER/VAPOR BARRIER AROUND 2X FRAMING, TYP. BREAK METAL SYSTEM CLOSURE PER HPL SYSTEM - COLOR: BLACK BACKER ROD AND SEALANT CONT. AT INTERIOR AND EXTERIOR PERIMETER OF OPENING 3/8"3/8" HIGH PRESSURE LAMINATE WALL PANEL ON HORIZONTAL GIRT SYSTEM PROVIDED BY WALL PANEL MANUF. OVER VERTICAL THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM AT 16" O.C. - ALL PART OF COMPLETE SYSTEM BY HPL/SUPPORT MANUF. 2 1/2" MINERAL WOOL THERMAL BATT INSULATION 5/8" EXTERIOR GYP SHEATHING 6" METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS STEEL COLUMN - SEE STRUCTURAL DRAWINGS FIRE RESIST 705FR OR APPROVED EQUAL 3" MINERAL FIBER BOARD INSULATION SPRAY APPLIED FIRE PROOFING 2 B 3C TYPICAL SOLID PHENOLIC WALL PANEL SYSTEM ASSEMBLY (TRESPA) (CONCEALED FASTENERS) -SEE 4/A-300 TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) -SEE 1/A-300 F.O. STUD 1'-0" 10 1/2"F.O. STUD1'-0"BREAK METAL TRIM FILLER PER HPL SYSTEM STEEL COLUMN - SEE STRUCTURAL DRAWINGS 3C LIQUID APPLIED AIR/WATER/VAPOR BARRIER (BACKSTOP NT-VB) 2 1/2" MINERAL WOOL THERMAL BATT INSULATION - EXTEND 18" BEYOND END OF EIFS SPRAY APPLIED FIRE PROOFING FIRE RESIST 705R OR APPROVED EQUAL BACKSTOP NT - TEXTURE EMBEDDED IN DRYVIT GRID TAPE 3C 3C1'-2"1'-0" 8 C THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS - REFER TO WINDOW SCHEDULE F.O. STUD 1'-0"1'-0 1/2" 1'-0 1/2" 6 1/2" F.O. MULLION 1'-5" STEEL COLUMN - SEE STRUCTURAL DRAWINGS 5/8" TYPE 'X' GYP BD ON 2 1/2" METAL STUDS. SEAL TIGHT TO DECK AND FILL ALL VOIDS WITH FIRE SAFING MATERIAL AND SEALANT 2A 2A TYPICAL EXTERIOR BRICK VENEER WALL ASSEMBLY -SEE 1/A-300 FIRE RESIST 705FR OR APPROVED EQUAL THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS - REFER TO WINDOW SCHEDULE2'-0" NOMINALBACKER ROD AND SEALANT CONT. AT INTERIOR AND EXTERIOR PERIMETER OF OPENING SPRAY APPLIED FIRE PROOFING METAL ANCHOR TAB AND SHIM (PER WINDOW CONTRACTOR) 8 F 1'-0 1/2" F.O. STUD 1'-0"F.O. STUD1'-0" 10 1/2" TYPICAL BRICK VENEER WALL ASSEMBLY -SEE 1/A-300 STEEL COLUMN - SEE STRUCTURAL DRAWINGS 3B 3B FIRE RESIST 705FR OR APPROVED EQUAL SPRAY APPLIED FIRE PROOFING 2" MINERAL FIBER BOARD INSULATION 2 1/2" MINERAL WOOL THERMAL BATT INSULATION A F.O. STUD1'-0"TYPICAL EXTERIOR INSULATION AND FINISH WALL SYSTEM ASSEMBLY-SEE 1/A-300 BASIS OF DESIGN: DRYVIT OUTSULATION PLUS 5/8" TYPE 'X' GYP. BD. TIGHT TO DECK AT ALL LOCATIONS 6" METAL STUD FRAMING AT 16" O.C., TYP. LIQUID APPLIED AIR/WATER/VAPOR BARRIER (BACKSTOP NT-VB) ON 5/8" EXTERIOR SHEATHING 8" NOMINAL CMU BLOCK - SEE STRUCTURAL DRAWINGS 2A E 3" MINERAL FIBER BOARD INSULATION VERTICAL THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM AT 16" O.C. - ALL PART OF COMPLETE SYSTEM BY HPL/SUPPORT MANUF. 2 1/2" MINERAL WOOL THERMAL BATT INSULATION 3/8" HIGH PRESSURE LAMINATE WALL PANEL ON HORIZONTAL GIRT SYSTEM PROVIDED BY WALL PANEL MANUF. OVER FIRE RESIST 705FR OR APPROVED EQUAL 6" METAL STUD FRAMING BREAK METAL TRIM FILLER PER HPL SYSTEM METAL ANCHOR TAB AND SHIM (PER WINDOW CONTRACTOR) METAL LOUVER WITH CUSTOM KYNAR FINISH AND 2" THICK METAL CLAD INSULATED BLANK-OFF PANELS ON BACK SIDE WHERE OPENING IS NOT REQUIRED - SEE HVAC DRAWINGS AND SPECS F.O. STUD1'-0"5/8" GYP BD BACKER ROD AND SEALANT (INTERIOR AND EXTERIOR) 5 F.2 3C 3B3B SNAP COVERS TO CONCEAL FASTENERS EXTRUDED ALUMINUM WITH FINISH TO MATCH WINDOW FRAMING SOUND DEADENING COMPOSITE INTUMESCENT LAYER COMPRESSIBLE GASKET 7/8" MIN 10 1/2" 10 1/2"10 1/2"7"F.O. MULLION1'-3"RATED PARTITION - SEE A-001 FOR ADDITIONAL DETAILS STEEL COLUMN - SEE STRUCTURAL DRAWINGS CONTINUE RATED PARTITION CONSTRUCTION PAST CHASE WALL FIRE RATED PARTITION TO CURTAIN WALL DETAIL (SEE SPECIFICATIONS) 2" x 2" UTILITY ANGLE FOR GYP BD ATTACHMENT IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-500 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP PLAN DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1 1/2" = 1'-0"1 PLAN DETAIL -COLUMN WRAP AT CURTAINWALL 1 1/2" = 1'-0"3 PLAN DETAIL -BRICK TO PHENOLIC PANEL 1 1/2" = 1'-0"8 PLAN DETAIL -STOREFRONT AT EIFS 1 1/2" = 1'-0"7 PLAN DETAIL -PHENOLIC PANEL AT CURTAINWALL 1 1/2" = 1'-0"5 PLAN DETAIL -COLUMN AT CURTAINWALL 1 1/2" = 1'-0"6 PLAN DETAIL -PHENOLIC PANEL AT VESTIBULE 1 1/2" = 1'-0"11 PLAN DETAIL -EIFS RETURN TO TRESPA 1 1/2" = 1'-0"2 PLAN DETAIL -COLUMN WRAP AT EXTERIOR WALL, TYP. 1 1/2" = 1'-0"9 PLAN DETAIL -BRICK AT CORNER 1 1/2" = 1'-0"12 PLAN DETAIL -CMU TRANSITION TO METAL STUD 1 1/2" = 1'-0"10 PLAN DETAIL -LOUVER AT TRESPA 1 1/2" = 1'-0"4 PLAN DETAIL -RATED PARTITION AT CURTAINWALL REF 1/A-100 REF 1/A-100REF 1/A-101, 1/A-102 REF 1/A-100 REF 1/A-401 REF 3/A-402 REF 1/A-101, 1/A-102 REF 1/A-100 REF 1/A-101, 1/A-102 REF 1/A-401 REF 1/A-100 REF 1/A-101 NUMBER DATE ISSUED BY DESCRIPTION T.O. STEEL 42'-0" F T.O. COPING C 42'-7 1/2" 2X FT WD BLOCKING WRAP ROOF MEMBRANE UP AND OVER PARAPET BLOCKING, TYP. 6" PRE-FINISHED ALUMINUM EDGE COPING, TYPICAL 5/8" EXTERIOR GYPSUM SHEATHING AIR/WATER BARRIER UP AND OVER BLOCKING (BACKSTOP NT-VB) TYPICAL EXTERIOR INSULATION FINISH SYSTEM (EIFS) -SEE 1/A-300 TYPICAL ROOF ASSEMBLY -SEE 2/A-300 STEEL BEAM AND DECK - SEE STRUCTURAL DRAWINGS F.O. STUD 1'-0" 1/4" / 1'-0" FILL CAVITY AT TOP OF WALL WITH MINERAL THERMAL BATT INSULATION BACKSTOP NT - TEXTURE EMBEDDED IN GRID TAPE F T.O. COPING A 30'-8" TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) .060" THICK, 6" PRE-FINISHED CLEAR ANODIZED ALUMINUM EDGE COPING F.O. STUD 1'-0" WEEP / VENT AT 24" O.C. 2 1/2" MINERAL THERMAL BATT INSULATION - EXTEND 18" BEYOND B.O. EIFS 20 GA. STAINLESS BASE FLASHING 6"4" BRICK VENEER WITH WALL TIES EVERY 2 SQ. FT. 2" MINERAL WOOL FIBER BOARD INSULATION 5/8" EXTERIOR SHEATHING AIR/WATER/VAPOR BARRIER EIFS AIR/WATER/VAPOR BARRIER (BY EIFS SYSTEM)F T.O. COPING A 30'-8" BACKER ROD AND SEALANT IN ACCORDANCE WITH WINDOW MANUFACTURERS RECOMMENDATIONS CONTINUOUS AT INTERIOR AND EXTERIOR PERIMETER OF OPENING, TYP. THERMALLY BROKEN ALUM. WINDOW SYSTEM WITH 1" INSULATED GLASS - REFER TO WINDOW SCHEDULE 1/2" SOLID SURFACE WINDOW SILL TYPICAL BRICK WALL SYSTEM ASSEMBLY -SEE 1/A-300 2X WD BLOCKING AT PERIMETER OF OPENING F.O. MULLION 1'-1" F.O. STUD 1'-0" WEEP / VENT AT 24" O.C. .060" THICK, 6" PRE-FINISHED CLEAR ANODIZED ALUMINUM EDGE COPING 20 GA. STAINLESS BASE FLASHING 6"AVOID THE PLACEMENT OF WINDOW FASTENERS IN WALL COPING 1/2" OVERHANG, TYP. FIRST FLOOR 0'-0" F F.O. MULLION 1'-5" FLOOR FINISH AS SCHEDULED THERMALLY BROKEN ALUM. CURTAIN WALL SYSTEM WITH 1" INSULATED GLASS - SEE WINDOW SCHEDULE BACKER ROD AND SEALANT BOTH SIDES OF WINDOW FRAMING, TYP. ALUM. FLASHING TO MATCH WINDOW FRAMING TAPER SLAB EDGE - SEE STRUCTURAL DRAWINGS CONCRETE FOUNDATION AND SLAB - SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION 4'-0" BELOW T.O. SLAB APPROX. GRADE - SEE CIVIL DRAWINGS WATERPROOFING TO 4'-0" BELOW SLAB CONCRETE FACED INSULATED PANEL WITH STAINLESS STEEL CAP FLASHING AND DRIP T.O. GRADE BEAM -2'-0" 2" RIGID INSULATION TERMINATE FLASHING UNDERNEATH WINDOW SILL SEAL WINDOW TO METAL FLASHING AND FLASHING TO FIRE RESIST 705FR AT SILL FIRST FLOOR 0'-0" 8 TYPICAL BRICK VENEER WALL ASSEMBLY - SEE 1/A-300 CAST STONE CAP - SHAPE '1A' TYPICAL WEEP / VENT AT 24" O.C. 12" HIGH MORTAR MESH THRU WALL FLASHING AND DRIP EDGE - 8" ABOVE FINISH GRADE, TYPICAL. ENSURE POSITIVE DRAINAGE AWAY FROM WALL GROUT CAVITY SOLID BELOW FLASHING APPROX. GRADE, - REFER TO CIVIL DRAWINGS 8" TYP.CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION 4'-0" BELOW SLAB (R-10 MIN) 4" CMU BLOCK - SEE STRUCTURAL DRAWINGS GROUT SOLID F.O. STUD 1'-0" WATERPROOFING TO 4'-0" BELOW SLAB T.O. GRADE BEAM -2'-0" T.O. VESTIBULE COPING 12'-10" F.5 2X FT WD BLOCKING WRAP ROOF MEMBRANE UP AND OVER PARAPET, TYP. TIE INTO WATER/AIR BARRIER PRE-FINISHED ALUMINUM EDGE FLASHING FIRE RESIST 705FR OR APPROVED EQUAL 5/8" EXTERIOR GYPSUM SHEATHING TYPICAL SOLID PHENOLIC WALL PANEL SYSTEM ASSEMBLY (TRESPA) -SEE 4/A-300 (CONCEALED FASTENER) VENT SCREEN BY HPL PANEL AND SUPPORT SYSTEM ALUM. FLASHING AND DRIP SET IN BED OF SEALANT BREAK METAL CLOSURE TO MATCH WINDOW FRAMING BACKER ROD AND SEALANT CONT. AT INTERIOR AND EXTERIOR OF OPENING, TYP. STEEL BEAM - SEE STRUCTURAL DRAWINGS CONT. 2X BLOCKING AT PERIMETER OF OPENING, TYP. FLASH WATER/AIR BARRIER AROUND 2X FRAMING, TYP. TYPICAL ROOF ASSEMBLY -SEE 2/A-300 F.O. STUD 9 1/2" T.O. STEEL 42'-0" 8 T.O. COPING C 42'-7 1/2" F.O. STUD 1'-8" 2X FT WD BLOCKING WRAP ROOF MEMBRANE UP AND OVER PARAPET BLOCKING, TYP. TIE INTO WATER/AIR BARRIER 6" PRE-FINISHED ALUMINUM EDGE COPING, TYPICAL 5/8" EXTERIOR GYPSUM SHEATHING AIR/WATER/VAPOR BARRIER UP AND OVER BLOCKING (BACKSTOP NT-VB) TYPICAL EXTERIOR INSULATION FINISH SYSTEM (EIFS) -SEE 1/A-300 TYPICAL ROOF ASSEMBLY -SEE 2/A-300 STEEL BEAM AND DECK - SEE STRUCTURAL DRAWINGS 1/4" / 1'-0" BACKSTOP NT - TEXTURE EMBEDDED IN GRID TAPE IN ACCORDANCE WITH DRYVIT OPMD INSTRUCTIONS SECOND FLOOR 14'-0" F BACKER ROD AND SEALANT IN ACCORDANCE WITH WINDOW MANUFACTURERS RECOMMENDATIONS CONTINUOUS AT INTERIOR AND EXTERIOR PERIMETER OF OPENING, TYPICAL. ALUM. FLASHING AND DRIP TO MATCH WINDOW FRAMING THERMALLY BROKEN ALUM. WINDOW SYSTEM WITH 1" INSULATED GLASS - REFER TO WINDOW SCHEDULE TYPICAL BRICK WALL SYSTEM ASSEMBLY -SEE 1/A-300 FLOOR FINISH AS SCHEDULED F.O. STOREFRONT 1'-5" E.O. SLAB 1'-0" PRE CAST STONE SHAPE '1B' - REF 9/A-512 F.1 STEEL ANGLE - SEE STRUCTURAL DRAWINGS WEEP / VENT AT 24" O.C. FT BLOCKING AS REQUIRED CLEAR ANODIZED ALUMINUM CLOSURE PIECE FROM STOREFRONT SYSTEM TO COVER GAP IN FLOOR SEAL WINDOW TO METAL FLASHING AND FLASHING TO FIRE RESIST 705FR AT SILL F THERMALLY BROKEN ALUMINUM CURTAIN WALL SYSTEM WITH 1" INSULATED GLASS, REFER TO WINDOW SCHEDULE CEILING AS SCHEDULED STEEL ANGLE - SEE STRUCTURAL DRAWINGS. PAINT EXPOSED SIDE BOX HEADER - SEE STRUCTURAL DRAWINGS F.O. MULLION 1'-5" F.O. STUD 1'-0" BACKER ROD AND SEALANT IN ACCORDANCE WITH WINDOW MANUFACTURERS RECOMMENDATIONS CONTINUOUS AT INTERIOR AND EXTERIOR PERIMETER OF OPENING 6" METAL STUD FRAMING 5/8" EXTERIOR GYPSUM SHEATHING 2 1/2" MINERAL THERMAL BATT INSULATION AIR/WATER/VAPOR BARRIER ON 5/8" EXTERIOR SHEATHING (LAP OVER THRU-WALL FLASHING) 12" HIGH MORTAR MESH 4" BRICK VENEER WITH WALL TIES EVERY 2 SQ. FT. COATED COPPER THRU-WALL FLASHING WITH STAINLESS STEEL DRIPS VENTS / WEEPS AT 24" O.C. 5/8" GYP BD 2" MINERAL WOOL FIBER BOARD INSULATION FIRST FLOOR 0'-0" 8 TYPICAL STONE VENEER WALL ASSEMBLY -SEE 4/A-300 CAST STONE CAP - SHAPE '1B' TYPICAL THRU WALL FLASHING SET IN BED OF SEALANT 8" TYP.WEEP / VENT AT 24" O.C. 12" HIGH MORTAR MESH THRU WALL FLASHING AND DRIP - 8" ABOVE FINISH GRADE, TYPICAL. ENSURE POSITIVE DRAINAGE AWAY FROM WALL GROUT CAVITY SOLID BELOW FLASHING APPROX. GRADE - REFER TO CIVIL DRAWINGS CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION 4'-0" BELOW SLAB (R-10 MIN) F.O. STUD 1'-8" 4" CONC. BLOCK - SEE STRUCTURAL DRAWINGS GROUT SOLID WATERPROOFING TO 4'-0" BELOW SLAB NOTE: PROVIDE TAPERED TRANSITION ENDS AT WINDOW OPENING LOCATIONS WEEP / VENT AT 24" O.C. T.O. GRADE BEAM -2'-0" TYPICAL HIGH PRESSURE LAMINATE WALL PANEL SYSTEM -SEE 4/A-300 6" METAL STUD FRAMING WITH 2 1/2" MINERAL THERMAL BATT INSULATION 3/8"1" 4 1/2" 5 1/2"2 1/4"1"1 1/4"1" CAST STONE CAP SHAPE '1B' 1 1/2" OH, TYP. 5 1/8" 3 5/8"1 1/2"1"1 1/4"1"2 1/4"CAST STONE CAP SHAPE '1A' 1 1/2" OH, TYP. F 6" METAL STUD FRAMING 5/8" EXTERIOR GYPSUM SHEATHING 2 1/2" MINERAL THERMAL BATT INSULATION 12" HIGH MORTAR MESH 4" BRICK VENEER WITH WALL TIES EVERY 2 SQ FT. AIR/WATER/VAPOR BARRIER ON 5/8" EXTERIOR SHEATHING (LAP OVER THRU- WALL FLASHING) STEEL ANGLE - SEE STRUCTURAL DRAWINGS. PAINT EXPOSED SIDE ALUMINUM STOREFRONT SYSTEM COATED COPPER THRU-WALL FLASHING WITH STAINLESS STEEL DRIPS BACKER ROD AND SEALANT CONTINUOUS AT INTERIOR AND EXTERIOR PERIMETER OF OPENING 5/8" GYP BD VENTS / WEEPS AT 24" O.C. CEILING AS SCHEDULED BOX HEADER - SEE STRUCTURAL DRAWINGS F.O. STUD 1'-0" F.O. MULLION 1'-5" 2" MINERAL THERMAL FIBER BOARD INSULATION FIRST FLOOR 0'-0" F.2 F.O. MULLION 1'-3" FLOOR FINISH AS SCHEDULED THERMALLY BROKEN ALUM. CURTAIN WALL SYSTEM WITH 1" INSULATED GLASS - SEE WINDOW SCHEDULE BACKER ROD AND SEALANT BOTH SIDES OF WINDOW FRAMING, TYP. ALUM. FLASHING TO MATCH WINDOW FRAMING TAPER SLAB EDGE - SEE STRUCTURAL DRAWINGS CONCRETE FOUNDATION AND SLAB - SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION 4'-0" BELOW T.O. SLAB APPROX. GRADE - SEE CIVIL DRAWINGS WATERPROOFING TO 4'-0" BELOW SLAB CONCRETE FACED INSULATED PANEL WITH STAINLESS STEEL CAP FLASHING AND DRIP T.O. GRADE BEAM -2'-0" 2" RIGID INSULATION TERMINATE FLASHING UNDERNEATH WINDOW SILL SEAL WINDOW TO METAL FLASHING AND FLASHING TO FIRE RESIST 705FR AT SILL E T.O. COPING A 30'-8" AIR/WATER/VAPOR BARRIER (BACKSTOP NT-VB) ON 5/8" EXTERIOR SHEATHING TYPICAL HIGH PRESSURE LAMINATE WALL PANELS (CONCEALED FASTENERS) -SEE 4/A-300 TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) -SEE 1/A300 F.O. STUD 1'-0" 2 1/2" MINERAL THERMAL BATT INSULATION - EXTEND 18" BEYOND B.O. EIFS .060" THICK, 6" PRE-FINISHED CLEAR ANODIZED ALUMINUM EDGE COPING 20 GA. STAINLESS BASE FLASHING6"VENT DETAIL PER HPL PANEL AND SUPPORT SYSTEM REQUIREMENTS FIRE RESIST 705FR OR APPROVED EQUAL AQUAFLASH SYSTEM WITH DRAINAGE STRIP IN ACCORDANCE WITH DRYVIT OPMD SYSTEM INSTRUCTIONS, TYPICAL IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-512 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP EXTERIOR SECTION DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1 1/2" = 1'-0"4 SECTION DETAIL -ROOF EDGE AT EIFS 1 1/2" = 1'-0"3 SECTION DETAIL -BRICK / EIFS 1 1/2" = 1'-0"7 SECTION DETAIL -WINDOW AT BRICK COPING 1 1/2" = 1'-0"5 SECTION DETAIL -6" CURTAIN WALL BASE 1 1/2" = 1'-0"12 SECTION DETAIL -BRICK WATERTABLE 1 1/2" = 1'-0"8 SECTION DETAIL -VESTIBULE COPING 1 1/2" = 1'-0"11 SECTION DETAIL -ROOF EDGE AT DEEP STUD 1 1/2" = 1'-0"13 SECTION DETAIL -WINDOW BASE AT BRICK / SILL 1 1/2" = 1'-0"6 SECTION DETAIL -CURTAIN WALL HEAD AT BRICK 1 1/2" = 1'-0"9 SECTION DETAIL -STONE WATERTABLE 1 1/2" = 1'-0"2 SECTION DETAIL -STOREFRONT HEAD AT BRICK 1 1/2" = 1'-0"1 SECTION DETAIL -7.5" CURTAIN WALL BASE 1 1/2" = 1'-0"10 SECTION DETAIL -TRESPA COPING AT EIFS NUMBER DATE ISSUED BY DESCRIPTION SECOND FLOOR 14'-0" A FLOOR FINISH AS SCHEDULED THERMALLY BROKEN ALUM. STOREFRONT WINDOW SYSTEM W/ 1" INSULATED GLASS, SEE WINDOW SCHEDULE BACKER ROD AND SEALANT CONT. AT INTERIOR AND EXTERIOR PERIMETER OF OPENING, TYP. ALUM. FLASHING AND DRIP TO MATCH WINDOW FRAMING STEEL BEAM - REFER TO STRUCTURAL DRAWINGS E.O. SLAB 1'-0" F.O. MULLION 1'-1" TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM -SEE 1/A-300 AIR/WATER/VAPOR BARRIER (BACKSTOP NT-VB) ON 5/8" EXTERIOR SHEATHING F.O. STUD 1'-0" AQUAFLASH MESH EMBEDDED IN AQUAFLASH LIQUID IN ACCORDANCE WITH DRYVIT OPMD INSTRUCTIONS SEAL WINDOW TO METAL FLASHING AND FLASHING TO FIRE RESIST 705FR AT SILL F TYPICAL EXTERIOR INSULATION AND FINISH SYSTEM WALL ASSEMBLY (EIFS) -SEE 1/A-300 LIQUID APPLIED AIR/WATER/VAPOR BARRIER (BACKSTOP NT-VB) ON 5/8" EXTERIOR SHEATHING CONTINUOUS 2X BLOCKING AT PERIMETER OF OPENING, TYP. FLASH BARRIER AROUND 2X FRAMING PER EIFS SYSTEM DETAILS, TYP. THERMALLY BROKEN ALUM. STOREFRONT SYSTEM WITH 1" INSULATED GLASS - SEE WINDOW SCHEDULE. BACKER ROD AND SEALANT CONT. AT INTERIOR AND EXTERIOR OF OPENING, TYP. 6" METAL STUD FRAMING ALUM. FLASHING AND DRIP TO MATCH WINDOW FRAMING CEILING AS SCHEDULED - SEE REFLECTED CEILING PLANS F.O. MULLION 1'-1" F.O. STUD 1'-0" AQUAFLASH MESH EMBEDDED IN AQUAFLASH LIQUID IN ACCORDANCE WITH DRYVIT OPMD INSTRUCTIONS SECOND FLOOR 14'-0" F.2 F.O. MULLION 1'-3" THERMALLY BROKEN ALUM. CURTAIN WALL SYSTEM WITH 1" INSULATED GLAZING METAL BACKPAN WITH 2" MINERAL WOOL INSULATION - SEE WINDOW SCHEDULE FOR BACKPAN LOCATIONS BACKER ROD AND SEALANT CONT. AT INTERIOR AND EXTERIOR PERIMETER OF OPENING, TYP. ALUM. FLASHING AND DRIP TO MATCH WINDOW FRAMING WRAP AIR/WATER/VAPOR BARRIER UP WALL AND OVER BLOCKING TYPICAL ROOF ASSEMBLY -SEE 2/A-300 6" METAL STUDS WITH MINERAL THERMAL BATT INSULATION - R-15 MIN. STEEL BEAM AND DECK - SEE STRUCTURAL DRAWINGS CONT. 2X FT BLOCKING AT PERIMETER OF OPENING, TYP. KYNAR FINISH ALUMINUM WINDOW SILL EXTENSION TO COVER GAP BETWEEN EDGE OF FLOOR SLAB AND CURTAIN WALL. COLOR TO MATCH MULLION FLOOR FINISH AS SCHEDULED FIRE SAFING INSULATION AT SLAB EDGE, TYP. - SEE 1/A-301 FIRE RESIST 705FR OR APPROVED EQUAL WRAP FIRE RESIST 705FR INTO OPENING THIRD FLOOR 28'-0" T.O. COPING A 30'-8" 6" PRE-FINISHED ALUMINUM EDGE COPING, TYPICAL. BLOCKING AS REQUIRED - TAPER TOP BLOCKING TO CREATE POSITIVE SLOPE TYPICAL CURTAIN WALL SYSTEM (7 1/2") CONTINUE ROOF MEMBRANE AND AIR BARRIER UP AND OVER BLOCKING TYPICAL ROOF ASSEMBLY -SEE 2/A300 METAL BACKPAN WITH 2" MINERAL WOOL INSULATION - REFER TO WINDOW SCHEDULE FOR BACK PAN LOCATIONS 3 5/8" METAL STUD FRAMING EXTERIOR GYP BD SHEATHING T.O. MULLION2'-3"F.2 FIRE SAFING AT SLAB EDGE, TYP. SEE 1/A-301 METAL BACKPAN WITH 2" MINERAL WOOL INSULATION - REFER TO WINDOW SCHEDULE FOR BACK PAN LOCATIONS THERMALLY BROKEN ALUM. CURTAIN WALL SYSTEM WITH 1" INSULATED GLASS - SEE WINDOW SCHEDULE FILL CAVITY WITH MINERAL WOOL THERMAL BATT INSULATION THERMALLY BROKEN CLEAR ANODIZED ALUMINUM STOREFRONT FRAMING AND WINDOW SYSTEM BACKER ROD AND SEALANT CONT. AROUND INTERIOR PERIMETER OF OPENING - BLIND SEAL AT PARAPET SEAL WINDOW TO METAL FLASHING AND FLASHING TO FIRE RESIST 705FR AT SILL T.O. STEEL 42'-0" T.O. COPING D 45'-2" 2X FT BLOCKING WRAP ROOF MEMBRANE UP AND OVER PARAPET, TYP. PRE-FINISHED ALUMINUM EDGE COPING 5/8" EXTERIOR GYPSUM SHEATHING AIR/WATER/VAPOR BARRIER UP AND OVER BLOCKING, TYP. TYPICAL HIGH PRESSURE LAMINATE WALL PANEL SYSTEM ASSEMBLY (TRESPA) (CONCEALED FASTENER) -SEE 4/A-300 TYPICAL ROOF ASSEMBLY -SEE 2/A-300 FIRST FLOOR 0'-0" 5 VENT SCREEN BY WALL MANUF. ALUM. FLASHING AND DRIP CONCRETE FACED PANELS - CONTINUE 8" BELOW T.O. SLAB. 5" FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS 6" METAL STUDS AT 16" O.C. 2 1/2" MINERAL WOOL THERMAL BATT INSULATION HPL PANEL AND SUPPORT SYSTEM AIR/WATER/VAPOR BARRIER OVER 5/8" EXTERIOR GYP SHEATHING APPROXIMATE LOCATION OF GRADE - SEE CIVIL DRAWINGS8" MIN.T.O. STEEL 42'-0" T.O. COPING D 45'-2" TYPICAL HIGH PRESSURE LAMINATE WALL PANEL SYSTEM ASSEMBLY (TRESPA) (CONCEALED FASTENER) -SEE 4/A-300 FILL VOID AT BOTTOM OF STUD WALL WITH MINERAL WOOL CONTINUE ROOF MEMBRANE UP FACE OF SHEATHING EPDM WRAPS UP SHEATHING MINIMUM 12" FIRE RESIST 705FR OR APPROVED EQUAL B.O. HPL PANEL 43'-4" A BACKER ROD AND SEALANT CONTINUOUS AT INTERIOR AND EXTERIOR PERIMETER OF OPENING, TYP. ALUM. FLASHING AND DRIP TO MATCH WINDOW FRAMING THERMALLY BROKEN ALUM. WINDOW SYSTEM WITH 1" INSULATED GLASS - REFER TO WINDOW SCHEDULE TYPICAL BRICK WALL SYSTEM ASSEMBLY -SEE 1/A-300 PRE CAST STONE SHAPE '1B' - REF 9/A-512 WEEP / VENT AT 24" O.C. 2X FT BLOCKING 2" MINERAL WOOL FIBER BOARD INSULATION F.O. STUD 1'-0" SEAL WINDOW TO METAL FLASHING AND FLASHING TO FIRE RESIST 705FR AT SILL T.O. STEEL 42'-0" CL 3 5/8" METAL STUDS AT 16" O.C. 5/8" GYP BD L-200 BEAD AT TOP EDGE OF GYP BD TYPICAL ROOF ASSEMBLY - SEE 1/A-300 WRAP ROOF MEMBRANE UP FACE OF CURB VERIFY OPENING SIZE WITH SKYLIGHT UNITS PROVIDED 4'-0" +/- MEAL SKINNED INSULATED SKYLIGHT CURB (18" TALL) 5/8" GYP BD OVER 5/8" HAT CHANNEL FURRING EQ EQ MIN.6"1"MIN.6"1"1'-6".STEEL ANGLE FRAME - SEE STRUCTURAL DRAWINGS STEEL DECKING - SEE STRUCTURAL DRAWINGS INSULATED THERMALLY BROKEN SKYLIGHT UNIT - SEE SPECIFICATIONS 3 5/8" METAL STUD DIAGONAL BRACES 4' O.C. TO STRUCTURE ABOVE THIRD FLOOR 28'-0" T.O. COPING A 30'-8" F.2 T.O. MULLION2'-3"6" PRE-FINISHED ALUMINUM EDGE COPING, TYPICAL. BLOCKING AS REQUIRED - TAPER TOP BLOCKING TO CREATE POSITIVE SLOPE TYPICAL CURTAIN WALL SYSTEM (7 1/2") CONTINUE ROOF MEMBRANE AND AIR BARRIER UP AND OVER BLOCKING TYPICAL ROOF ASSEMBLY -SEE 2/A300 METAL BACKPAN WITH 2" MINERAL WOOL INSULATION - REFER TO WINDOW SCHEDULE FOR BACK PAN LOCATIONS 5/8" GYP BD ON 3 5/8" METAL STUD FRAMING METAL BACKPAN WITH 2" MINERAL WOOL INSULATION - REFER TO WINDOW SCHEDULE FOR BACK PAN LOCATIONS THERMALLY BROKEN ALUM. CURTAIN WALL SYSTEM WITH 1" INSULATED GLASS - SEE WINDOW SCHEDULE FILL CAVITY WITH MINERAL WOOL THERMAL BATT INSULATION THERMALLY BROKEN CLEAR ANODIZED ALUMINUM STOREFRONT FRAMING AND WINDOW SYSTEM STEEL BEAM AND TUBE - SEE STRUCTURAL DRAWINGS 5/8" GYP BD ON 2 1/2" METAL STUD FRAMING BACKER ROD AND SEALANT CONT. AROUND INTERIOR PERIMETER OF OPENING - BLIND SEAL AT PARAPET SEAL WINDOW TO METAL FLASHING AND FLASHING TO FIRE RESIST 705FR AT SILL IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-513 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP EXTERIOR SECTION DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1 1/2" = 1'-0"21 SECTION DETAIL -WINDOW BASE AT EIFS 1 1/2" = 1'-0"22 SECTION DETAIL -WINDOW HEAD AT EIFS 1 1/2" = 1'-0"14 SECTION DETAIL -VESTIBULE ROOF 1 1/2" = 1'-0"15 SECTION DETAIL -ROOF AT CURTAINWALL FACADE 1 1/2" = 1'-0"19 SECTION DETAIL -ELEVATOR PARAPET 1 1 1/2" = 1'-0"18 SECTION DETAIL -CONCRETE FACED PANEL 1 1/2" = 1'-0"16 SECTION DETAIL -ELEVATOR PARAPET 2 1 1/2" = 1'-0"20 SECTION DETAIL -WINDOW AT BRICK WATERTABLE 1" = 1'-0"23 INTERIOR DETAIL -TYPICAL SKYLIGHT SOFFIT 1 1/2" = 1'-0"17 SECTION DETAIL -MINI ROOF SUPPORT NUMBER DATE ISSUED BY DESCRIPTION 2" SEE SCHEDULE 2"2"SEE SCHEDULEF1 FLUSH DOOR DOOR TYPES FRAME TYPES FLUSH DOOR W/ VISION LITE FLUSH DOOR WITH FULL LITE GLAZING AS SCHEDULED SEE SCHEDULESEE SCHEDULE SEE SCHEDULE SEE SCHEDULESEE SCHEDULESEE SCHEDULENF FG FLUSH DOOR WITH HALF LITE SEE SCHEDULE SEE SCHEDULEG6"2'-9"5" 6"10"6"6"6"6"2'-9"GLAZING AS SCHEDULED SEE SCHEDULESEE SCHEDULE OVERHEAD COILING DOOR OH ALUMINUM NARROW STILE DOOR SEE SCHEDULE SEE SCHEDULEFG110"2"2"F5 DOOR NOTES: 1. ALL DOORS ARE TO BE SUPPLIED IN SIZES AND CONFIGURATIONS AS INDICATED ON THE DRAWINGS. DOORS ARE TO BE INSTALLED TO MEET INDUSTRY STANDARDS. FIRE RATED ASSEMBLIES SHALL COMPLY WITH NFPA 80 AND SHALL BE LISTED AND LABELED BY A TESTING AND INSPECTION AGENCY. 2. G.C. TO CORRDINATE WITH OWNER'S SECURITY CONSULTANT ON INSTALLATION OF ACCESS CONTROL CARD READER HARDWARE REQUIREMENTS. 3. DOOR HARDWARE ASSOCIATED W/ ALUMINUM ENTRANCES TO BE PROVIDED BY ALUM. ENTRANCE MFR. & MATCH FINISH OF ALUMINUM ENTRANCES.10"2" 6'-0" 2" 1'-10" 2" 2'-10" 2" 2'-10" 2" 2'-10" 2" 2'-10" 2" 2'-10" 2" 3'-0" 2" F7 2" SEE SCHEDULE 2" 4'-3 1/2" 2" F62"1'-8"2"SEE SCHEDULE2"8"2"7'-0" 2" 1'-8" 2" 2" 3'-1 1/2" 2" 3'-1 1/2" 2" 3'-1 1/2" 2" 3'-1 1/2" 2" 3'-4"2" F4 2" SEE SCHEDULE 2" 1'-6" 2" F22"1'-8"2"SEE SCHEDULE2"8"2"F8 2" 6'-0" 2" 1'-11 1/2" 2"7'-0" 2" 1'-8" 2" F9 2" 6'-0" 2" 2'-2" 2"7'-0" 2" 1'-8" 2" F11 2" 6'-0" 2" 1'-0" 2"7'-0" 2" 1'-8" 2" F12 2" 6'-0" 2" 2'-0" 2"7'-0" 2" 1'-8" 2" F10 2" 6'-0" 2" 10" 2"7'-0" 2" 1'-8" 2" F13 2" 6'-0" 2" 6" 2"7'-0" 2" 1'-8" 2" F14 2" 6'-0" 2" 1'-4" 2"7'-0" 2" 1'-8" 2" F15 2" SEE SCHEDULE 2" 1'-6" 2" F32"1'-8"2"SEE SCHEDULE2"8"2"FILM AS SCHEDULED G5 G4G5 G5 G5 G4G5 G5 G5 G4G5 G5 G4G5 G5 G5 G5 G4G5 G5 G5 G4G5 G5 G5 G4G5 G5 G5 G5 G5 G4 G5 G5 G5 G4 G5 G5 G5 G5 G5G4 G4 G4 G4G4 G4 G4 G5 G5 G4 G5 G5 G5 G5 G5 G5 G5 G5G4G4G4G4 G4G4G4G4 G4 G5 5/8" TYPE 'X' GYP. HOLLOW METAL DOOR FRAME (PAINT) CONT. 2x4 BLOCKING ALL AROUND OPENING 5/8" TYPE 'X' GYP BD, TYP.1/2" VARIES 1/2" 2" ALL JAMBS UNLESS OTHERWISE NOTED DOOR JAMB DETAILS J1 MASONRY T-ANCHORS HOLLOW METAL DOOR FRAME (PAINT) 2"VARIESMASONRY WALL SEALANT ALL SIDES, TYP. J4 5/8" TYPE 'X' GYP. HOLLOW METAL DOUBLE-ACTING DOOR FRAME (PAINT) CONT. 2x4 BLOCKING ALL AROUND OPENING 5/8" TYPE 'X' GYP BD, TYP.15/32"VARIES17/32"J2 EMERGENCY DOOR STOP ANODIZED ALUMINUM FRAME. SEE DOOR SCHEDULE FOR COLOR BACKER ROD AND SEALANT AT PERIMETER BOTH SIDES VARIESVARIES J3 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 NOTE: INTERIOR ENTRY DOOR TO RECEIVE GLAZING TYPE 'G5' 2" 3'-4 1/2" 2" 2'-1 1/2" 2" 3'-2" 2" 3'-2" 2" 3'-2" 2" 3'-2" 2" 2'-10" 1 1/2"2"6'-10"2"3'-2"2"10'-6"G5 G5 G4 G4 G4 G4 G4 G4 G4 G4 G4 G4 G4 GLAZING TYPES: G1: 1" INSULATED GLAZING BASIS OF DESIGN: GUARDIAN SUNGUARD SUPERNEUTRAL SNX 62/67 • 1/4" (6MM) CLEAR GLAZING • 1/2" (13.2MM) AIRSPACE ARGON GAS FILLED • 1/4" (6MM) CLEAR GLAZING G2: 1" INSULATED TEMPERED GLAZING: (G1) TEMPERED G3: INSULATED SPANDREL PANEL: (G1) SPANDREL COATING #4 G4: 1/4" GLAZING (CLEAR) G5: 1/4" TEMPERED GLAZING (CLEAR) G6: 5/16" 45 MINUTE CERAMIC GLASS BASIS OF DESIGN: FIRELITE PLUS (45) G7: 5/16" 60 MINUTE CERAMIC GLASS BASIS OF DESIGN: FIRELITE PLUS (60) G8: 13/16" TEMPERED / LAMINATED GLASS (CANOPY GLASS) • 3/8" CLEAR TEMPERED GLAZING • .060 TINTED INNER LAYER (BLUE - MATCH CORNING CANOPY • 3/8" CLEAR TEMPERED G9: 1/4" CLEAR LEAD INFUSED GLASS (SEE RADIATION PROTECTION SPECIFICATION SECTION) G10: 1" THICK 60 MINUTE SAFTIFIRST SUPERLITE II-XL 60 CLEAR FIRE RESISTIVE GLAZING (SEE SPEC SECTIONS 088810 AND 088811) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-600 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP DOOR DETAILS FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING NUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-601 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP DOOR SCHEDULE FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING DOOR SCHEDULE - FIRST FLOOR DOOR NUMBER DOOR LOCATION TYPE DOORS RATING (MIN.) HARDWARE FRAME GLAZING COMMENTSWIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL JAMB FINISH 1000A VESTIBULE AL CLR. ANOD. -- 12.0 F5 AL -- CLR. ANOD. G2 EXTERIOR 1000B VESTIBULE AL CLR. ANOD. -- 12.0 F5 AL -- CLR. ANOD. G2 1001A STAIR FG 3'-4" 7'-0" 1 3/4" HM CLR. ANOD. 60 MIN. 1.0 F15 AL J3 AL G10 1001B STAIR FG 3'-4" 7'-0" 1 3/4" AL CLR. ANOD. -- 2.0 F1 AL J1 CLR. ANOD. G10 EXTERIOR 1003 PUBLIC TLT F 3'-4" 7'-0" 1 3/4" LPL -- -- 13.0 F1 HM J2 PT-1 -- 1005 PUBLIC TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 13.0 F1 HM J2 PT-1 -- 1100A PATIENT CORRIDOR FG 3'-4" 7'-0" 1 3/4" LPL -- -- 8.0 F2 AL J3 CLR. ANOD. G4 1100B PATIENT CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 9.0 F1 HM J1 PT-1 -- 1101A MECHANICAL ROOM F 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 29.0 F1 HM J1 PT-1 -- 1101B MECHANICAL ROOM F 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 29.1 F1 HM J1 PT-1 -- 1101C MECHANICAL ROOM F, F (2) 3'-0" 7'-0" 1 3/4" HM PT-X -- 32.0 F1 HM J1 PT-1 -- EXTERIOR 1102 MED GAS F, F 3'-6", 1'-6" 7'-0" 1 3/4" HM PT-X -- 38.0 F1 HM J1 PT-1 -- EXTERIOR 1103A LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1103B LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1104A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1104B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1105A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1105B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1106 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 1107A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1107B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1108A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1108B EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1200 CLEAN SUPPLY N 3'-0" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 G5 1201A COLLAB. ZONE F 3'-0" 7'-0" 1 3/4" LPL -- -- 23.0 F1 HM J1 PT-1 -- 1201B COLLAB. ZONE F 3'-4" 7'-0" 1 3/4" LPL -- -- 24.0 F1 HM J1 PT-1 -- 1205 SOILED N 3'-4" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 G5 1300A CORRIDOR FG 3'-4" 7'-0" 1 3/4" LPL -- -- 8.0 F2 AL J3 CLR. ANOD. G4 1300B CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 9.0 F1 HM J1 PT-1 -- 1301A LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1301B LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1302A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1302B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1303A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1303B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1304 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 1305A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1305B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1306A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1306B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1400 RECEPTION F 3'-0" 7'-0" 1 3/4" LPL -- -- 8.0 F1 HM J1 PT-1 -- 1402 ADMIN F 3'-0" 7'-0" 1 3/4" LPL -- -- 15.0 F1 HM J1 PT-1 -- 1403 ADMIN F 3'-0" 7'-0" 1 3/4" LPL -- -- 15.0 F1 HM J1 PT-1 -- 1404 MAMMOGRAPHY WAITING FG 3'-0" 7'-0" 1 3/4" LPL -- -- 14.1 F3 AL J3 CLR. ANOD. G5+ FIILM FILM DOOR AND FRAME 1405A ULTRASOUND F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 1405B ULTRASOUND F 3'-4" 7'-0" 1 3/4" LPL -- -- 15.0 F1 HM J1 PT-1 -- 1406 CHANGING F 3'-4" 7'-0" 1 3/4" LPL -- -- 13.1 F1 HM J2 PT-1 -- 1407 MAMMOGRAPHY F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 1408A MAMMOGRAPHY READING F 3'-4" 7'-0" 1 3/4" LPL -- -- 15.0 F1 HM J1 PT-1 -- 1408B MAMMOGRAPHY READING F 3'-4" 7'-0" 1 3/4" LPL -- -- 15.0 F1 HM J1 PT-1 -- 1409 RADIOLOGY WAITING FG 3'-4" 7'-0" 1 3/4" LPL -- -- 14.0 F4 HM J3 PT-1 G4 + FILM 1410 CHANGING F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 1411A X-RAY F, F 3'-0", 1'-0" 7'-0" 1 3/4" LPL-LL -- -- 18.0 F1 HM-LL J1 PT-1 -- LEAD-LINED 1411B X-RAY F 3'-4" 7'-0" 1 3/4" LPL-LL -- -- 14.2 F1 HM-LL J1 PT-1 -- LEAD-LINED 1412A TECH WORK F 3'-0" 7'-0" 1 3/4" LPL -- -- 14.0 F1 HM J1 PT-1 -- 1413 X-RAY F, F 3'-0", 1'-0" 7'-0" 1 3/4" LPL-LL -- -- 18.0 F1 HM-LL J1 PT-1 -- LEAD-LINED 1414 CHANGING F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 1500A PATIENT CORRIDOR FG 3'-4" 7'-0" 1 3/4" LPL -- -- 8.0 F2 AL J3 CLR. ANOD. G4 1500B PATIENT CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 9.0 F1 HM J1 PT-1 -- 1501A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1501B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1502A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1502B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1503A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1503B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1504 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 1505A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1505B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1506A EXAM / PROCEDURE F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 1506B EXAM / PROCEDURE F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 1600A COLLAB. ZONE F 3'-4" 7'-0" 1 3/4" LPL -- -- 23.0 F1 HM J1 PT-1 -- 1601 CLEAN N 3'-0" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 G5 1605 SOILED N 3'-4" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 G5 1606 OFFICE FG 3'-0" 7'-0" 1 3/4" LPL -- -- 14.0 F1 HM J1 PT-1 G4 + FILM 1700 CHECK-IN FG 3'-0" 7'-0" 1 3/4" LPL -- -- 8.0 F1 HM J1 CLR. ANOD. G4 + FILM 1702A PATIENT CORRIDOR FG 3'-4" 7'-0" 1 3/4" LPL -- -- 8.0 F3 AL J3 CLR. ANOD. G4 + FILM FILM DOOR AND FRAME 1702B PATIENT CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 9.0 F1 HM J1 PT-1 -- 1703 TREATMENT F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 1704 TREATMENT F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 1705 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 1707 STORAGE F 3'-0" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 -- 1708 TREATMENT F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 1709 HAND THERAPY FG 3'-4" 7'-0" 1 3/4" LPL -- -- 14.0 F1 AL J3 CLR. ANOD. G4 1901A RECEIVING F, F (2) 3'-0" 7'-0" 1 3/4" HM PT-X -- 27.0 F1 HM J1 PT-1 -- 1901B RECEIVING N 3'-0" 7'-0" 1 3/4" HM PT-X -- 30.0 F1 HM J1 PT-1 G4 EXTERIOR 1901C RECEIVING OH 8'-0" 8' - 0" 2" STL PRE-FINISHED -- 12.0 STL STL -- EXTERIOR 1902A STAIR N 3'-4" 7'-0" 1 3/4" HM PT-X 60 MIN. 1.0 F1 HM J1 PT-1 G7 1902B STAIR N 3'-4" 7'-0" 1 3/4" HM PT-X -- 2.1 F1 HM J1 PT-1 G4 EXTERIOR 1903 ELEC F 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 28.0 F1 HM J1 PT-1 -- 1904 STAFF TLT. F 3'-0" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 1905 STAFF TLT. F 3'-0" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 1907 RAD. READING F 3'-0" 7'-0" 1 3/4" LPL -- -- 15.0 F1 HM J1 PT-1 -- 1908 RAD. READING F 3'-0" 7'-0" 1 3/4" LPL -- -- 15.0 F1 HM J1 PT-1 -- 1909 RAD. READING F 3'-0" 7'-0" 1 3/4" LPL -- -- 15.0 F1 HM J1 PT-1 -- 1910 STAFF TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 1911 LACTATION F 3'-0" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 1912 SUPPORT SERVICES F 3'-4" 7'-0" 1 3/4" LPL -- 45 MIN 14.0 F1 HM J1 PT-1 -- 1913 JAN. F 3'-4" 7'-0" 1 3/4" LPL -- -- 28.0 F1 HM J1 PT-1 -- 1915 DATA F 3'-0" 7'-0" 1 3/4" LPL -- -- 28.0 F1 HM J1 PT-1 -- 1915A ELEC. F (2) 2'-6" 7'-0" 1 3/4" LPL -- -- 25.0 F1 HM J1 PT-1 -- 1915B ELEC. F (2) 2'-6" 7'-0" 1 3/4" LPL -- -- 25.0 F1 HM J1 PT-1 -- 1918 GENERAL STORAGE N 3'-4" 7'-0" 1 3/4" LPL -- 45 MIN 6.1 F1 HM J1 PT-1 G5 1919 LINEN HOLD. N 3'-4" 7'-0" 1 3/4" LPL -- 45 MIN 6.1 F1 HM J1 PT-1 G5 DOOR SCHEDULE - SECOND FLOOR DOOR NUMBER DOOR LOCATION TYPE DOORS RATING (MIN.) HARDWARE FRAME GLAZING COMMENTSWIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL JAMB FINISH 2001 STAIR FG 3'-4" 7'-0" 1 3/4" HM CLR. ANOD. 60 MIN. 1.0 F15 AL J3 AL G10 2003 PUBLIC TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 13.0 F1 HM J2 PT-1 -- 2005 PUBLIC TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 13.0 F1 HM J2 PT-1 -- 2007A MECHANICAL ROOM F 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 28.0 F1 HM J1 PT-1 -- 2007B MECHANICAL ROOM F 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 28.0 F1 HM J1 PT-1 -- 2100A OPTICAL FG, FG (2) 3'-0" 7'-0" 1 3/4" LPL -- -- 37.0 F1 HM J1 PT-1 G4 2100B OPTICAL FG, FG (2) 3'-0" 7'-0" 1 3/4" LPL -- -- 37.0 F1 HM J1 PT-1 G4 2102A OPTICIAN F 3'-0" 7'-0" 1 3/4" LPL -- -- 14.0 F1 HM J1 PT-1 -- 2102B OPTICIAN F 3'-0" 7'-0" 1 3/4" LPL -- -- 14.0 F1 HM J1 PT-1 G5 2106 VF DIAG. EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2107 OCT DIAG. EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2108 PHOTO. DIAG. EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2109 EYE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2110 EYE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2111 EYE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2112A SOILED F 3'-4" 7'-0" 1 3/4" LPL -- 45 MIN 6.0 F1 HM J1 PT-1 -- 2112B SOILED F 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 9.1 F1 HM J1 PT-1 -- 2113 EYE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2114A STAFF COLLAB. F 3'-0" 7'-0" 1 3/4" LPL -- -- 15.2 F1 HM J1 PT-1 -- 2114B STAFF COLLAB. F 3'-0" 7'-0" 1 3/4" LPL -- -- 15.1 F1 HM J1 PT-1 -- 2116 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 2117 CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 9.0 F1 HM J1 PT-1 -- 2118 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 2120 CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2121 STORAGE F 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 6.0 F1 HM J1 PT-1 -- 2122 EYE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2123 EYE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2124 EYE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2125 EYE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2126 LASER DIAG. EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2127 CATARACT DIAG. EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 2128 STORAGE F 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 6.1 F1 HM J1 PT-1 -- 2129 OFFICE F 3'-4" 7'-0" 1 3/4" LPL -- -- 15.0 F1 HM J1 PT-1 -- 2130A CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 28.0 F1 HM J1 PT-1 -- 2130B CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 9.0 F1 HM J1 PT-1 -- 2200 COLLAB. ZONE F 3'-4" 7'-0" 1 3/4" LPL -- -- 23.0 F1 HM J1 PT-1 -- 2201 CLEAN SUPPLY N 3'-0" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 G5 2206 SOILED HOLDING N 3'-4" 7'-0" 1 3/4" LPL -- 45 MIN 6.1 F1 HM J1 PT-1 G6 2300A PATIENT CORRIDOR FG 3'-4" 7'-0" 1 3/4" LPL -- -- 8.0 F2 AL J3 CLR. ANOD. G4 2300B PATIENT CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 9.0 F1 HM J1 PT-1 -- 2301A LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2301B LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2302A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2302B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2303A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2303B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2304 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 2305A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2305B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2306A AUDIOLOGY F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2306B AUDIOLOGY F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2307A EXAM/ PROCEDURE F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2307B EXAM/ PROCEDURE F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2308A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2308B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2309 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 2310A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2310B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2311A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2311B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2312A LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2312B LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2400A COLLAB. ZONE F 3'-4" 7'-0" 1 3/4" LPL -- -- 23.0 F1 HM J1 PT-1 -- 2400B COLLAB. ZONE F 3'-0" 7'-0" 1 3/4" LPL -- -- 24.0 F1 HM J1 PT-1 -- 2401A CONSULT FG 3'-4" 7'-0" 1 3/4" LPL -- -- 21.0 F1 HM J1 PT-1 G4 + FILM 2401B CONSULT F 3'-0" 7'-0" 1 3/4" LPL -- -- 14.0 F1 HM J1 PT-1 -- 2402 CLEAN SUPPLY N 3'-0" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 G5 2406 SOILED HOLDING N 3'-4" 7'-0" 1 3/4" LPL -- 45 MIN 6.1 F1 HM J1 PT-1 G6 2500A PATIENT CORRIDOR FG 3'-4" 7'-0" 1 3/4" LPL -- -- 8.0 F2 AL J3 CLR. ANOD. G4 2500B PATIENT CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 9.0 F1 HM J1 PT-1 -- 2501A LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2501B LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2502A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2502B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2503A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2503B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2504 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 2505A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2505B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2506A EXAM/ PROCEDURE F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 2506B EXAM/ PROCEDURE F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 2601 STAIR N 3'-4" 7'-0" 1 3/4" LPL -- 60 MIN. 1.0 F1 HM J1 PT-1 G7 2602 JAN. F 3'-4" 7'-0" 1 3/4" LPL -- -- 28.0 F1 HM J1 PT-1 -- 2603 STAFF TLT. F 3'-0" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 2605 MD LOUNGE FG 3'-0" 7'-0" 1 3/4" LPL -- -- 9.0 F2 AL J1 CLR. ANOD. G4 + FILM FILM DOOR AND FRAME 2606 STAFF TLT. F 3'-0" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 2607 STAFF TLT. F 3'-0" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 2610 DATA F 3'-0" 7'-0" 1 3/4" LPL -- -- 28.0 F1 HM J1 PT-1 -- 2611 ELEC. F 3'-0" 7'-0" 1 3/4" LPL -- -- 28.0 F1 HM J1 PT-1 -- 2618A STERILIZATION N 3'-0" 7'-0" 1 3/4" LPL -- -- 16.0 F1 HM J1 PT-1 G5 2618B STERILIZATION N 3'-0" 7'-0" 1 3/4" LPL -- -- 16.0 F1 HM J1 PT-1 G5 NUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-602 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP DOOR SCHEDULE FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING DOOR SCHEDULE - THIRD FLOOR DOOR NUMBER DOOR LOCATION TYPE DOORS RATING (MIN.) HARDWARE FRAME GLAZING COMMENTSWIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL JAMB FINISH 3001 STAIR FG1 3'-4" 7'-0" 1 3/4" HM CLR. ANOD. 60 MIN. 1.0 F15 AL J3 CLR. ANOD. G10 3003 PUBLIC TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 13.0 F1 HM J2 PT-1 -- 3005 PUBLIC TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 13.0 F1 HM J2 PT-1 -- 3100A MECHANICAL ROOM F 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 28.0 F1 HM J1 PT-1 -- 3100B MECHANICAL ROOM F 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 28.0 F1 HM J1 PT-1 -- 3101 VEST. FG 3'-4" 7'-0" 1 3/4" LPL -- -- 21.0 F2 AL J3 CLR. ANOD. G4 3103 STOR. F 3'-0" 7'-0" 1 3/4" LPL -- -- 14.0 F1 HM J1 PT-1 -- 3104 STOR. F, F (2) 3'-0" 7'-0" 1 3/4" LPL -- -- 26.0 F1 HM J1 PT-1 -- 3105 VEST. FG 3'-4" 7'-0" 1 3/4" LPL -- -- 14.0 F2 AL J3 CLR. ANOD. G4 3200A CORRIDOR N 3'-4" 7'-0" 1 3/4" LPL -- 45 MIN 8.0 F1 HM J1 PT-1 G6 3200B CORRIDOR N 3'-4" 7'-0" 1 3/4" LPL -- 45 MIN 8.0 F1 HM J1 PT-1 G6 3200C CORRIDOR G 3'-4", 1'-6" 7'-0" 1 3/4" LPL -- 45 MIN 31.0 F1 HM J1 PT-1 G6 3201 CONSULT F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 3202 CONSULT F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.1 F1 HM J1 PT-1 -- 3203 PREP/ RECOV. FG1, FG1 4'-0", 2'-0" 7'-0" 1 3/4" AL CLR. ANOD. -- 34.0 F8 AL J3 CLR. ANOD. G4 3204 PREP/ RECOV. FG1, FG1 4'-0", 2'-0" 7'-0" 1 3/4" AL CLR. ANOD. -- 34.0 F9 AL J3 CLR. ANOD. G4 3205 PREP/ RECOV. FG1, FG1 4'-0", 2'-0" 7'-0" 1 3/4" AL CLR. ANOD. -- 34.0 F10 AL J3 CLR. ANOD. G4 3206 PREP/ RECOV. FG1, FG1 4'-0", 2'-0" 7'-0" 1 3/4" AL CLR. ANOD. -- 34.0 F11 AL J3 CLR. ANOD. G4 3207 PREP/ RECOV. FG1, FG1 4'-0", 2'-0" 7'-0" 1 3/4" AL CLR. ANOD. -- 34.0 F12 AL J3 CLR. ANOD. G4 3208 PREP/ RECOV. FG1, FG1 4'-0", 2'-0" 7'-0" 1 3/4" AL CLR. ANOD. -- 34.0 F13 AL J3 CLR. ANOD. G4 3209 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 3210 PREP/ RECOV. FG1, FG1 4'-0", 2'-0" 7'-0" 1 3/4" AL CLR. ANOD. -- 34.0 F12 AL J3 CLR. ANOD. G4 3211 PREP/ RECOV. FG1, FG1 4'-0", 2'-0" 7'-0" 1 3/4" AL CLR. ANOD. -- 34.0 F14 AL J3 CLR. ANOD. G4 3214 PROCEDURE/ ENDOSCOPY FG 4'-0", 2'-0" 7'-0" 1 3/4" LPL -- -- 33.0 F1 HM J1 PT-1 G4 3215 PROCEDURE/ ENDOSCOPY FG 4'-0", 2'-0" 7'-0" 1 3/4" LPL -- -- 33.0 F1 HM J1 PT-1 G4 3216 EQUIP/ SUPPLY STORAGE N 3'-0" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 G5 3217 CLEAN SCOPE STORAGE N 3'-0" 7'-0" 1 3/4" LPL -- -- 16.0 F1 HM J1 PT-1 G5 3218A CLEAN PROCESSING F 3'-0" 7'-0" 1 3/4" LPL -- -- 16.0 F1 HM J1 PT-1 G5 3218B CLEAN PROCESSING N 3'-0" 7'-0" 1 3/4" LPL -- -- 16.0 F1 HM J1 PT-1 G5 3219 SOILED F 3'-0" 7'-0" 1 3/4" LPL -- -- 16.0 F1 HM J1 PT-1 G5 3220 PROCEDURE/ ENDOSCOPY FG 4'-0", 2'-0" 7'-0" 1 3/4" LPL -- -- 33.0 F1 HM J1 PT-1 G4 3221 E.S. F 3'-0" 7'-0" 1 3/4" LPL -- -- 14.0 F1 HM J1 PT-1 -- 3223A SOILED WORK F 3'-4" 7'-0" 1 3/4" LPL -- 45 MIN 6.1 F1 HM J1 PT-1 -- 3223B SOILED WORK N 3'-4" 7'-0" 1 3/4" LPL -- 45 MIN 6.1 F1 HM J1 PT-1 G6 3224 STAFF TLT. F 3'-0" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 3225 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 13.1 F1 HM J1 PT-1 -- 3226A CLEAN SUPPLY N 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 6.1 F1 HM J1 PT-1 G6 3226B CLEAN SUPPLY N 3'-0" 7'-0" 1 3/4" LPL -- 45 MIN 6.1 F1 HM J1 PT-1 G6 3228 MED N 3'-0" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 G5 3229 WORK ROOM FG 3'-0" 7'-0" 1 3/4" LPL -- -- 15.1 F1 HM J1 PT-1 G5 3230A CORRIDOR F, F (2) 3'-0" 7'-0" 1 3/4" LPL -- -- 35.0 F1 HM J1 PT-1 -- 3230B CORRIDOR F, F (2) 3'-0" 7'-0" 1 3/4" LPL -- -- 36.0 F1 HM J1 PT-1 -- 3230C CORRIDOR F, F 3'-4", 1'-6" 7'-0" 1 3/4" LPL -- 45 MIN 31.0 F1 HM J1 PT-1 -- 3300A PATIENT CORRIDOR FG 3'-4" 7'-0" 1 3/4" LPL -- -- 8.0 F2 AL J3 CLR. ANOD. G4 3300B PATIENT CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 9.0 F1 HM J3 PT-1 -- 3301A LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 3301B LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 3302A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 3302B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 3303A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 3303B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 3304 PAT. TLT F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 3305A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 3305B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 3306A EXAM/ PROCEDURE F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 3306B EXAM/ PROCEDURE F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 3400A COLLAB. ZONE F 3'-4" 7'-0" 1 3/4" LPL -- -- 23.0 F1 HM J1 PT-1 -- 3400B COLLAB. ZONE F 3'-0" 7'-0" 1 3/4" LPL -- -- 24.0 F1 HM J1 PT-1 -- 3401A CONSULT FG 3'-4" 7'-0" 1 3/4" LPL -- -- 21.0 F1 HM J1 PT-1 G4 + FILM 3401B CONSULT F 3'-0" 7'-0" 1 3/4" LPL -- -- 14.0 F1 HM J1 PT-1 -- 3402 CLEAN SUPPLY N 3'-0" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 G5 3405 SOILED HOLDING N 3'-4" 7'-0" 1 3/4" LPL -- -- 6.0 F1 HM J1 PT-1 G5 3500A PATIENT CORRIDOR FG 3'-4" 7'-0" 1 3/4" LPL -- -- 8.0 F2 AL J3 CLR. ANOD. G4 3500B PATIENT CORRIDOR F 3'-4" 7'-0" 1 3/4" LPL -- -- 9.0 F1 HM J1 PT-1 -- 3501A LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 3501B LARGE EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 3502A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 3502B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 3503A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 3503B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 3504 PAT. TLT. F 3'-4" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 3505A EXAM F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 3505B EXAM F 3'-0" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 3506A EXAM/ PROCEDURE F 3'-4" 7'-0" 1 3/4" LPL -- -- 3.0 F1 HM J1 PT-1 -- 3506B EXAM/ PROCEDURE F 3'-4" 7'-0" 1 3/4" LPL -- -- 4.0 F1 HM J1 PT-1 -- 3602 STAIR N 3'-4" 7'-0" 1 3/4" HM PNT-X 60 MIN. 1.0 F1 HM J1 PT-1 G7 3603 JAN. F 3'-4" 7'-0" 1 3/4" LPL -- -- 28.0 F1 HM J1 PT-1 -- 3604 STAFF TLT. F 3'-0" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 3606 MD LOUNGE FG 3'-0" 7'-0" 1 3/4" LPL -- -- 9.0 F2 AL J3 CLR. ANOD. G4 + FILM FILM DOOR AND FRAME 3607 STAFF TLT. F 3'-0" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 3608 STAFF TLT. F 3'-0" 7'-0" 1 3/4" LPL -- -- 5.0 F1 HM J1 PT-1 -- 3611 DATA F 3'-0" 7'-0" 1 3/4" LPL -- -- 28.0 F1 HM J1 PT-1 -- 3612 ELEC F 3'-0" 7'-0" 1 3/4" LPL -- -- 28.0 F1 HM J1 PT-1 -- 3614 LAB F 3'-0" 7'-0" 1 3/4" LPL -- -- 15.0 F1 HM J1 PT-1 -- 3615 MEN'S LOCKER F 3'-0" 7'-0" 1 3/4" LPL -- -- 7.0 F1 HM J1 PT-1 -- 3616 WOMENS LOCKER F 3'-0" 7'-0" 1 3/4" LPL -- -- 7.0 F1 HM J1 PT-1 -- NUMBER DATE ISSUED BY DESCRIPTION WINDOW NOTES 1. G.C. TO VERIFY ALL ROUGH OPENING DIMENSIONS. 2. ALL EXTERIOR STOREFRONT ALUMINUM FRAMING TO HAVE 1" LOW-E INSULATED GLAZING, REFER TO GLAZING TYPES. 3. ALL EXTERIOR GLAZING TO BE "G1" UNLESS OTHERWISE NOTED. 4. PROVED TEMPERED GLAZING IN ALL WINDOWS WITHIN 24" ADJACENT TO ANY DOOR EDGE (WHEN CLOSED) & WITHIN 18" OF THE FINISHED FLOOR. 5. PROVIDE BACKER ROD & SEALANT AT ALUMINUM FRAMING PERIMETER INTERIOR & EXTERIOR. COLOR OF SEALANT TO MATCH ALUMINUM FRAMING FINISH COLOR. 6. SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 7. ALL WINDOW FRAMING TO BE CLEAR ANODIZED, U.N.O. W1W2W3W4 FINISH FLOOR FINISH FLOOR BP = METAL BACKPAN FILLED WITH 2" MINERAL WOOL INSULATION EQUAL TO ROCKWOOL CURTAIN ROCK 40. METAL BACK PAN BASIS OF DESIGN - SPECIALIZED METAL FABRICATORS, INC. - ONTARIO, CANADA GENERAL NOTE: PROVIDE STAMPED AND SEALED ENGINEERING DRAWINGS FOR ALL WINDOWS, STOREFRONT, AND CURTAINWALL SYSTEMS. ALUMINUM STOREFRONT W5 NOT USED W6 ALUMINUM STOREFRONT W7 ALUMINUM STOREFRONT W9 ALUMINUM CURTAIN WALL (SSG VERT.) W10 ALUMINUM CURTAIN WALL (SSG VERT.) W11 ALUMINUM CURTAIN WALL (SSG VERT.) W8 ALUMINUM STOREFRONT ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALLALUMINUM STOREFRONT (NO SUNSHADE AT W1 UNIT AT NORTH ELEVATION) W12 FIRE RATED STOREFRONT SYSTEM NOTE: SEE EXTERIOR ELEVATIONS FOR WINDOW OPENINGS TO RECEIVE INTERIOR WINDOW FILM TREATMENT. FINISH FLOOR W13 ALUMINUM STOREFRONT LEADED VIEW WINDOW W14 ALUMINUM STOREFRONT LEADED VIEW WINDOW W15 ALUMINUM STOREFRONT W16 ALUMINUM STOREFRONT W17 ALUMINUM STOREFRONT GLAZING TYPES: G1: 1" INSULATED GLAZING BASIS OF DESIGN: GUARDIAN SUNGUARD SUPERNEUTRAL SNX 62/67 • 1/4" (6MM) CLEAR GLAZING • 1/2" (13.2MM) AIRSPACE ARGON GAS FILLED • 1/4" (6MM) CLEAR GLAZING G2: 1" INSULATED TEMPERED GLAZING: (G1) TEMPERED G3: INSULATED SPANDREL PANEL: (G1) SPANDREL COATING #4 G4: 1/4" GLAZING (CLEAR) G5: 1/4" TEMPERED GLAZING (CLEAR) G6: 5/16" 45 MINUTE CERAMIC GLASS BASIS OF DESIGN: FIRELITE PLUS (45) G7: 5/16" 60 MINUTE CERAMIC GLASS BASIS OF DESIGN: FIRELITE PLUS (60) G8: 13/16" TEMPERED / LAMINATED GLASS (CANOPY GLASS) • 3/8" CLEAR TEMPERED GLAZING • .060 TINTED INNER LAYER (BLUE - MATCH CORNING CANOPY • 3/8" CLEAR TEMPERED G9: 1/4" CLEAR LEAD INFUSED GLASS (SEE RADIATION PROTECTION SPECIFICATION SECTION) G10: 1" THICK 60 MINUTE SAFTIFIRST SUPERLITE II-XL 60 CLEAR FIRE RESISTIVE GLAZING (SEE SPEC SECTIONS 088810 AND 088811)2'-4"5'-1"3'-3"10'-8" R.O.EQ EQ 6'-0" R.O. G2 ALUMINUM SUNSHADE BY CURTAIN WALL MANUF. (WEDGE) G1 G1 G12'-4"5'-1"3'-3"6'-0" R.O. G210'-8" R.O.G1 G12'-8"5'-4"6'-0" R.O.8'-0" R.O.2'-8"G1 G1 2'-2"3'-3" 5'-1" 2'-4"10'-8" R.O.14'-0" R.O. G2 G2G2 ALUMINUM SUNSHADE BY CURTAIN WALL MANUF. (WEDGE) EQ EQ EQ EQ G1 G1 G1 G1 G1G1G1G1 5'-0" 2'-4"7'-4" R.O.EQ EQ 2'-2"EQEQ 14'-0" R.O.3'-4"G1 G1 G1 G1 G1 G1 G1G1 2'-4"5'-1"3'-3"G2 G2 G2 G2 G2 G2 G2 G2 G2 26'-10" R.O. EQ EQ EQ EQ EQ EQ EQ EQ 2'-10" ALUMINUM BRAKE METAL 10'-8" R.O.G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G2 G2 G2 G2 G2 G2 G2 3'-3" 5'-1" 2'-4" ALUMINUM SUNSHADE BY CURTAIN WALL MANUF. (WEDGE) 30" DEEP (TYP.) 2'-10"EQ EQ EQ EQ EQ EQ 21'-3" R.O.10'-8" R.O.G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G3G3G3G3 G3G3G3G3 G2G2G2G2G2G2G2 G3 G3 G3 G3 G3 G3 G3 G3 G3 G3 G3 G3 G3 G3 G3G3G3G3G3G3G3G3G3G3G3G3G3G3 G3 G3 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2G2G2G2 G2 G2 G2 G2 G2G2G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 51'-4 3/4" R.O. BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP VESTIBULE WALLS -REFER TO ELEVATIONS1 1/2"2'-1 1/2"3'-4"2'-4"5'-1"3'-1 3/4"3'-5 1/4"2'-4"5'-1"EQ-BEQ-BEQ-BEQ-B EQ-CEQ-CEQ-CEQ-CEQ-AEQ-AEQ-AEQ-AEQ-AEQ-A 30'-1 1/2" R.O.3'-10"27'-0"3'-3"1001B DOOR 3'-4" G2 3'-3"12'-10"1'-2 1/2"7'-1 1/2"G2 G2 G2 G2 G2 G2 G2 G2 G1 G1 G1 G1 G1 G1 G1 G1 G1G1G1G1G1G1G1G1 G1 G1 G1 G1 G1G1G1G1 5'-4" 2'-8" 4'-0" R.O.8'-0" R.O.2'-8"G1 G1 5'-1" 2'-4"10'-8" R.O.4'-0" R.O. G2 3'-3"G1 G1 G10 3'-1" 3'-4" 3'-4" 3'-4" 3'-4" 2'-3 1/2"3'-5"7'-1"10'-6" R.O.3'-7 1/2" 22'-4" R.O. G10 G10 G10 G10 G10 G10 G10 G10G10G10G10G10G103'-10" 3'-4" 6'-0" G9 2'-3"3'-4"3'-10"G9 3'-2"3'-4"3'-10"G9 LEAD LINED ANGLE TO COVER GLAZING CONNECTION 3'-6" 3'-8" 6'-9 1/2" G4 1'-11"6'-2"11"9'-0" R.O.4'-0"4'-0"4'-0"4'-0" 16'-0" R.O. G4 G4G4 G4 G4 G4 G4G4 G5 G5 G5 G511" 6'-2" 1'-11" G4 G4 G5 5'-0" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-603 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP WINDOW SCHEDULE FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING NUMBER DATE ISSUED BY DESCRIPTION 1. PROVIDE VINYL TRANSITION STRIP AT ALL CARPET, LVT AND SHEET VINYL TRANSITIONS. ARCHITECT TO SELECT COLOR FROM MANUFACTURERS' STANDARDS 2. PROVIDE SCHLUTER TRANSITION AT CERAMIC TILE TRANSITIONS. 3. ALL HM DOOR FRAMES TO BE PT-1, BUT IN SEMI-GLOSS U.N.O. 4. WHERE FINISH CHANGES AT DOORWAYS, THE CHANGE FROM ONE FINISH TO THE OTHER SHALL TAKE PLACE UNDERNEATH THE DOOR IN ITS CLOSED POSITION, U.N.O. 5. ALL WALLS AND EXPOSED STEEL TO BE PAINTED PT-1, U.N.O. 6. ALL WALLS TO RECEIVE VB-1, U.N.O. OR AT LOCATIONS OF CERAMIC TILE. 7. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS. FINISH GENERAL NOTES 8. ALL P.LAM EXPOSED EDGES TO BE FINISHED TO MATCH SCHEDULE P.LAM FINISH. 9. ALL GROUT COLORS TO BE SELECTED BY ARCHITECT PRIOR TO INSTALLATION. 10. PROVIDE 5/8" CEMENT BACKER BOARD AT ALL LOCATIONS OF CWT-1. 11. ALL INTERIOR CABINETS, SHELVES, & DRAWERS ARE TO HAVE MELAMINE ON ALL EXPOSED SURFACES & EDGES, U.N.O. 12. HINGES ARE TO BE CONCEALED, 360° ADJUSTABLE EUROPEAN STYLE HINGES. 13. DRAWER SLIDES ARE TO BE 100 LB FULL EXTENSION. 14. SOFFITS ABOVE MILLWORK TO BE COLOR OF WALL 15. REFER TO FINISH PLAN FOR LOCATIONS OF WINDOW SHADES (WS-1)3'-2"CRASH RAIL CRASH RAIL RIGID SHEET WALL BASE AS SPECIFIED4"3/8"WP-1 REVEAL TO BE MATTE BLACK 3/8"4 1/4"VINYL BASE AS SCHEDULED 5/8" GYP BD REVEAL TO BE MATTE BLACK METAL STUD BEARING CONCRETE SUBSTRATE FLOORING AS SCHEDULED WF-1 NO WINDOW FILM VARIES ROOM FINISH SCHEDULE - FIRST FLOOR ROOM NUMBER NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH CEILING HEIGHT COMMENTS ELEV. 3 LVT-2 - -PER MANFACTURER STANDARD ELEV. 1 CPT-1 - - --PER MANFACTURER STANDARD ELEV. 2 CPT-1 - - --PER MANFACTURER STANDARD 1000 VESTIBULE WM-1 RB-1 PT-1 GWB 9'-0" 1001 STAIR T-1,CT-1 RB-2 WP-1, WC-1 OPEN CERAMIC TILE ONLY ON 1ST FLOOR 1002 PAUSE CPT-1 RB-2 PT-1 ACT-1 11'-0" 1003 PUBLIC TLT CT-2 -- CWT-1, CWT-2 ACT-1 8'-0" 1004 VEST. WM-1 RB-2 PT-1,WP-1 ACT-1 9'-0" 1005 PUBLIC TLT. CT-2 -- CWT-1, CWT-2 ACT-1 8'-0" 1006 PAUSE CPT-1 RB-2 PT-1 ACT-1 11'-0" 1007 CORRIDOR CT-1 RB-2 PT-1, WP-1 ACT-1,ACT-3 11'-0" 1008 PAUSE CPT-1 RB-2 PT-1 ACT-1 11'-0" 1009 WHEELCHAIR STORAGE CT-1 RB-2 PT-1, WP-1 ACT-1 11'-0" 1100 PATIENT CORRIDOR LVT-1 RB-1 PT-1 ACT-1 9'-0" 1101 MECHANICAL ROOM SEALED CONCRETE -- PT-1 OPEN 1102 MED GAS SC -- PT-1 OPEN 1103 LARGE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1104 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1105 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1106 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 1107 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1108 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1200 CLEAN SUPPLY SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 1201 COLLAB. ZONE CPT-2 RB-1 PT-1, PT-4 ACT-1 9'-0" 1202 MED/ POC LVT-2 RB-1 PT-1 ACT-1 9'-0" 1203 COLLAB. ZONE CPT-2 RB-1 PT-1 ACT-1 9'-0" 1204 MD WORK CPT-1 RB-1 PT-1, PT-4 ACT-1 9'-0" 1205 SOILED SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 1300 PATIENT CORRIDOR LVT-1 RB-1 PT-1 ACT-1 9'-0" 1301 LARGE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1302 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1303 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1304 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" TYPICAL, 6" INTEGRAL BASE 1305 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1306 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1400 RECEPTION CPT-2 RB-1 PT-1, PT-6, ST-1 ACT-2 10'-0" 1401 WORK CPT-2 RB-1 PT-1 ACT-1 9'-0" 1402 ADMIN CPT-2 RB-1 PT-1 ACT-1 9'-0" 1403 ADMIN CPT-2 RB-1 PT-1 ACT-1 9'-0" 1404 MAMMOGRAPHY WAITING LVT-1 RB-1 PT-1, PT-6 ACT-1 9'-0" 1405 ULTRASOUND LVT-2 RB-1 PT-4 ACT-1 9'-0" 1406 CHANGING LVT-1 RB-1 PT-1 ACT-1 8'-0" 1407 MAMMOGRAPHY LVT-2 RB-1 PT-4 ACT-1 9'-0" 1408 MAMMOGRAPHY READING CPT-2 RB-1 PT-1 ACT-1 9'-0" 1409 RADIOLOGY WAITING LVT-1 RB-1 PT-1 ACT-1 9'-0" 1410 CHANGING LVT-1 RB-1 PT-1 ACT-1 8'-0" 1411 X-RAY LVT-2 RB-1 PT-1, PT-6 ACT-1 9'-0" 1412 TECH WORK CPT-2 RB-1 PT-1 ACT-1 9'-0" 1413 X-RAY LVT-1 RB-1 PT-1 ACT-1 9'-0" 1414 CHANGING LVT-1 RB-1 PT-1 ACT-1 8'-0" 1500 PATIENT CORRIDOR LVT-1 RB-1 PT-1 ACT-1 9'-0" 1501 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1502 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1503 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1504 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 1505 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 1506 EXAM / PROCEDURE SV-1 SV-1 PT-3 ACT-1 9'-0" 6" INTEGRAL BASE 1600 COLLAB. ZONE CPT-2 RB-1 PT-1, PT-4 ACT-1 9'-0" 1601 CLEAN SV-1 SV-1 PT-1 ACT-1 8'-0" 1602 MED/ POC LVT-2 RB-1 PT-1 ACT-1 9'-0" 1603 COLLAB. ZONE CPT-2 RB-1 PT-1 ACT-1 9'-0" 1604 MD WORK CPT-2 RB-1 PT-1, PT-4 ACT-1 9'-0" 1605 SOILED SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 1606 OFFICE CPT-2 RB-1 PT-1 ACT-1 9'-0" 1700 CHECK-IN CPT-2 RB-1 PT-1, PT-6 ACT-2 10'-0" 1701 PT GYM SV-3 RB-1 PT-1 ACT-1 10'-0" 1702 PATIENT CORRIDOR SV-4 RB-1 PT-1 ACT-1 9'-0" 1703 TREATMENT SV-4 RB-1 PT-4 ACT-1 9'-0" 1704 TREATMENT SV-4 RB-1 PT-4 ACT-1 9'-0" 1705 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 1706 WORK SV-3 RB-1 PT-1 ACT-1 9'-0" 1707 STORAGE SV-4 RB-1 PT-1 ACT-1 8'-0" 1708 TREATMENT SV-4 RB-1 PT-4 ACT-1 9'-0" 1709 HAND THERAPY SV-3 RB-1 PT-1 ACT-1 9'-0" 1900 CORRIDOR CPT-3 RB-1 PT-1 ACT-1 9'-0" 1901 RECEIVING SEALED CONCRETE - PT-1 ACT-1 9'-0" 1902 STAIR SEALED CONCRETE RB-1 PT-1 OPEN 1903 ELEC SEALED CONCRETE RB-1 PT-2 ACT-1 9'-0" 1904 STAFF TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 1905 STAFF TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 1906 LOUNGE CPT-2 RB-1 PT-1, PT-6 ACT-1 9'-0" 1907 RAD. READING CPT-2 RB-1 PT-1 ACT-1 9'-0" 1908 RAD. READING CPT-2 RB-1 PT-1 ACT-1 9'-0" 1909 RAD. READING CPT-2 RB-1 PT-1 ACT-1 9'-0" 1910 STAFF TLT. SV-2 SV-2 PT-2 ACT-1 9'-0" 6" INTEGRAL BASE 1911 LACTATION CPT-3 RB-1 PT-1, PT-6 ACT-1 9'-0" 1912 SUPPORT SERVICES SEALED CONCRETE RB-1 PT-1 ACT-1 9'-0" 1913 JAN. SV-1 SV-1 PT-2 ACT-1 9'-0" 6" INTEGRAL BASE 1914 COLLAB. ZONE CPT-2 RB-1 PT-1 ACT-1 9'-0" 1915 DATA SEALED CONCRETE RB-1 PT-1 OPEN 1916 ELEC. CPT-3 RB-1 PT-1 OPEN 1917 COFFEE LVT-2 RB-1 PT-1 ACT-1 9'-0" 1918 GENERAL STORAGE SV-1 SV-1 PT-1 ACT-1 9'-0" 6" INTEGRAL BASE 1919 LINEN HOLD. SV-1 SV-1 PT-1 ACT-1 9'-0" 6" INTEGRAL BASE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-700 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP FINISH SCHEDULE FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING WG-4 WALL PROTECTION - ENDOSCOPY CS ACROVYN SCR50N CRASH RAIL (X2), 040 WALL COVERING VERTICLE #196 FAWN REFER TO 1/A700 WG-3 WALL SHEET CS ACROVYN .040" WALL COVERING VERTICAL #196 FAWN WG-2 RUB STRIP CS ACROVYN .040" RUB STRIP - 8" HIGH U.N.O. #196 FAWN GC TO COORDINATE HEIGHT WITH FURNITURE VENDOR WG-1 CRASH RAIL CS ACROVYN SCR50N CRASH RAIL #196 FAWN LOCATED 12" O.C. AFF CG-1 CORNER GUARD CS ACROVYN VA-250N, HEIGHTS VARY (SEE ELEVATIONS) #196 FAWN CAREFULLY CUT CORNER GAURD TO HEIGHT, AVOID ANY ROUGH CUTS WALL PROTECTION PC-1 PRIVACY CURTAIN ARCCOM DAHLIA X DESSERT #2 TS-2 TRANSITION -SV TRANSITION AT ENDOSCOPY JONSONITE REDUCER STRIP (CT--XX-Z OR SIM.) 66 EITHER ORE OR SIM. GC TO COORTINATE HEIGHT OF TRANSITION TS-1 TRANSITION STRIP - CAREPT TO TILE SCHLUTER RENO - TK ALUMINUM GC TO COORDINATE HEIGHT OF TRANSITION STRIP WC-3 WALLCOVERING - DIGITAL (3RD FLOOR) CS ACROVYN ACROVYN BY DESIGN IMAGE TBD PHOTOGRAPHY PROVIDED BY FINGERLAKESPHOTOGRAPHY.COM WC-2 WALLCOVERING - DIGITAL (2ND FLOOR) CS ACROVYN ACROVYN BY DESIGN IMAGE TBD PHOTOGRAPHY PROVIDED BY FINGERLAKESPHOTOGRAPHY.COM WC-1 WALL COVERING - DIGITAL (1ST FLOOR) CS ACROVYN ACROVYN BY DESIGN IMAGE TBD PHOTOGRAPHY PROVIDED BY FINGERLAKESPHOTOGRAPHY.COM AP-1 ACRYLIC PANEL 3FORM VARIA ECORESIN 1/2" 50% HATCH IN SANDSTONE ST-1 DECORATIVE STONE - SCRANTON... COPPER MOUNTAIN SPLT FACE/ NATURAL SEE SPECIFICATIONS WP-1 WALL PANELS CS ACROVYN WP009SAM - WRAPPED SQUARE EDGE #399 CHERRY 3/8" REVEAL TYP, TO BE MATTE BLACK WF-1 WF-1 WINDOW FILM FASARA MATTE CRYSTAL REFER TO ELEVATIONS TO COORDINATE FILM SIZE WS-1 WINDOW SHADE DRAPERY INDUSTRIE... M SCREEN 5% OPENESS LINEN/SABLE COCOA 00M166 MANUAL SHADE - ARCHITECTURAL SERIES SPECIALTY FINISHES QTZ-1 QUARTZ CORIAN QUARTZ VENETIA CREAM SS-3 SOLID SURFACE - WINDOW SILLS CORIAN SOLID SURFACE SANDSTONE ROLLED EDGES SS-2 SOLID SURFACE CORIAN SOLID SURFACE SAVANNAH SS-1 SOLID SURFACE CORIAN SOLID SURFACE CANYON VS-1 VERTICAL SURFACE CS ACROVYN WOOD CHAMELEON #399 CHERRY PL-3 PLASTIC LAMINATE - RECEPTION WILSONART MATTE SILTMORE CHERRY PL-2 PLASTIC LAMINATE WILSONART MATTE SABLE SOAPSTONE PL-1 PLASTIC LAMINATE WILSONART MATTE WILD CHERRY 7054-60 SURFACES PT-7 PAINT - STAIRS SHERWIN WILLIAMS INTERIOR LATEX - SEMIGLOSS SW 6202 CAST IRON PT-6 PAINT - ACCENT SHERWIN WILLIAMS INTERIOR LATEX - EGGSHELL SW 2845 BUNGLEHOUSE GRAY PT-5 PAINT - NOT USED - -- PT-4 PAINT - ACCENT SHERWIN WILLIAMS INTERIOR LATEX - EGGSHELL SW 7052 GREY AREA PT-3 PAINT - PROCEDURE SHERWIN WILLIAMS WATER BASED CATALYZED EPOXY PAINT SW 9174 MOTH WING - PT-2 PAINT - TOILET SHERWIN WILLIAMS WATER BASED CATALYZED EPOXY PAINT PAVILLION BEIGE SW 7512 - PT-1 PAINT - GENERAL SHERWIN WILLIAMS INTERIOR LATEX - EGGSHELL PAVILLION BEIGE SW 7512 - CWT-2 WALL TILE- ACCENT CROSSVILLE EBB & FLOW - LINEAR 1/2" X 3" STICKS AND STONES CWT-1 CERAMIC WALL TILE CROSSVILLE EMPIRE 12 X 12 CORSICAN CREME - WALLS RB-2 RESILIENT BASE TARKETT 4" MILLWORK WALL BASE - REVEAL 66 EITHER ORE PROFILE: REVEAL RB-1 RESILIENT BASE TARKETT 4" COVE BASE 66 EITHER ORE - BASE T-1 TERAZZO KLEIN & CO TERAZZO SW 7015 REPOSE GREY. 50% CANADIAN BLUE GREY. 20% GEORGIA WHITE #1. 15% KCI CLEAR GLASS #2. 15% BURGANDY #2 STAIR LANDING & STAIR TREADS WM-1 WALK OFF MAT INTERFACE STEP REPEAT SR899 104921 DARK BROWN INSTALL MONOLITHIC SV-5 SHEET VINYL ECORE - BOYLE GROUP AURORA RX ARCHITECT TO SELECT COLOR USE 6" AURORA FLASH COVE BASE, REFER TO TECHNICAL MANUAL SV-4 SHEET VINYL ECORE - BOYLE GROUP STRAIT RX 6625 TOASTED COCONUT SV-3 SHEET VINYL ECORE - BOYLE GROUP FOREST RX 3380 AMERICAN OAK SV-2 SHEET VINYL MANNINGTON BIOSPEC MD 15385 BROWNSTONE SV-1 SHEET VINYL MANNINGTON BIOSPEC MD 15240 COOL BIEGE LVT-2 LUXURY VINYL TILE ARMSTRONG NATURAL CREATIONS CLASSICS 18" X 18" TP501 SIERRA TAUPE LVT-1 LUXURY VINYL TILE ARMSTRONG NATURAL CREATIONS CLASSICS 6" X 36" TUDOR PLANK MEDIUM CPT-3 CARPET TILE INTERFACE GROUND 105541 DESSERT SHADOW INSTALL BRICK CPT-2 CARPET TILE INTERFACE SHIVER ME TIMBERS PLANK 103295 MAPLE INSTALL ASHLAR CPT-1 CARPET TILE INTERFACE GLAZING 105517 DESSERT SHADOW INSTALL ASHLAR CT-2 CERAMIC TILE CROSSVILLE EMPIRE 12 X 12 CORSICAN CREME - CT-1 CERAMIC TILE CROSSVILLE BASALT 12 X 24 BEDROCK UNPOLISHED INSTALL 33% RUNNUNG BOND FLOORS PT-8 CEILING PAINT SHERWIN WILLIAMS INTERIOR LATEX - FLAT SW 7006 EXTRA WHITE OR SIM. REFER TO ROOM FINISH SCHEDULE ACT-4 ACOUSTICAL CEILING TILE ARMSTRONG CLEAN ROOM FL WHITE 24" X 24" LAY-IN TILE, 15/16" GRID ACT-3 ACOUSTICAL CEILING TILE -WOOD ARMSTRONG WOODWORKS TEGULAR DARK CHERRY 24" X 24" TILE, 15/16" GRID (BLACK) ACT-2 ACOUSTICAL CEILING TILE -WOOD PLANK ARMSTRONG WOODWORKS LINEAR VENEERED PANELS DARK CHERRY 24 X 96" TILE, 6" PLANK STYLE, 15/16" GRID (BLACK) ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG FINE FISSURED HIGH NRC (.75 NRC) WHITE 24" X 24" TILE, 15/16" GRID CEILINGS FINISH MATERIAL MANUFACTURER STYLE COLOR NOTES FINISH SPECIFICATIONS 1/4" = 1'-0"2 WG-4 TYPICAL INSTALLATION 1 1/2" = 1'-0"3 WOOD PANEL REVEAL DETAIL 1 1/2" = 1'-0"4 WOOD PANEL BASE DETAIL 1/4" = 1'-0"1 EXTERIOR WINDOW FILM TYP NUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-701 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP FINISH SCHEDULE CONTINUED FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING ROOM FINISH SCHEDULE - SECOND FLOOR ROOM NUMBER NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH CEILING HEIGHT COMMENTS 1001 STAIR T-1 RB-2 PT-1,WP-1, WC-2 OPEN FINISHES REFFERING TO SECOND FLOOR LANDING, UNDERSIDE OF STAIR TO BE PT-1 1902 STAIR SEALED CONCRETE RB-1 PT-1 GWB, ACT-2 2000 CORRIDOR CT-1 RB-2 PT-1, WP-1 ACT-1, ACT-2, GWB 11'-0" 2002 PAUSE CT-1 RB-2 PT-1, WP-1 ACT-1 11'-0" 2003 PUBLIC TLT. CT-2 -- CWT-1, CWT-2 ACT-1 8'-0" 2004 VEST. CT-1 RB-2 PT-1 ACT-1 9'-0" 2005 PUBLIC TLT. CT-2 -- CWT-1, CWT-2 ACT-1 8'-0" 2006 PAUSE CPT-1 RB-2 PT-1 ACT-1 11'-0" 2007 MECHANICAL ROOM SEALED CONCRETE -- PT-1 OPEN 2008 PAUSE CPT-1 RB-2 PT-1, WP-1 ACT-1 11'-0" 2009 PAUSE CPT-1 RB-2 PT-1,WP-1 ACT-1 11'-0" 2100 OPTICAL CPT-1 RB-2 PT-1 ACT-1 9'-0" 2101 CASHIER CPT-1 RB-2 PT-1 ACT-1 9'-0" 2102 OPTICIAN LVT-2 RB-1 PT-1 ACT-1 9'-0" 2103 CORRIDOR LVT-1 RB-1 PT-1 ACT-1 9'-0" 2104 PRE-TEST LVT-1 RB-1 PT-1 ACT-1 9'-0" TYPICAL FINISHES 2105 PRE-TEST LVT-1 RB-1 PT-1 ACT-1 9'-0" 2106 VF DIAG. EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2107 OCT DIAG. EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2108 PHOTO. DIAG. EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2109 EYE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2110 EYE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2111 EYE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2112 SOILED SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 2113 EYE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2114 STAFF COLLAB. CPT-2 RB-1 PT-1 ACT-1 9'-0" 2115 SUBWAIT LVT-1 RB-1 PT-1 ACT-1 9'-0" 2116 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 2117 CORRIDOR LVT-1 RB-1 PT-1 ACT-1 9'-0" 2118 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 2119 SUBWAIT LVT-1 RB-1 PT-1 ACT-1 9'-0" 2120 EYE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2121 STORAGE SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 2122 EYE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2123 EYE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2124 EYE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2125 EYE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2126 LASER DIAG. EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2127 CATARACT DIAG. EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2128 STORAGE SV-1 RB-1 PT-1 ACT-1 8'-0" 2129 OFFICE CPT-2 RB-1 PT-1 ACT-1 9'-0" 2130 CORRIDOR LVT-1 RB-1 PT-1 ACT-1 9'-0" 2200 COLLAB. ZONE CPT-2 RB-1 PT-1 ACT-1 9'-0" 2201 CLEAN SUPPLY SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 2202 MED/ POC LVT-2 RB-1 PT-1 ACT-1 9'-0" 2203 COLLAB. ZONE CPT-2 RB-1 PT-1, PT-4 ACT-1 9'-0" 2205 MD WORK CPT-2 RB-1 PT-1 ACT-1 9'-0" 2206 SOILED HOLDING SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 2300 PATIENT CORRIDOR LVT-1 RB-1 PT-1 ACT-1 9'-0" 2301 LARGE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2302 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2303 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2304 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 2305 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2306 AUDIOLOGY CPT-2 RB-1 PT-1 ACT-1 9'-0" 2307 EXAM/ PROCEDURE SV-1 SV-1 PT-3 ACT-1 9'-0" 6" INTEGRAL BASE 2308 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2309 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 2310 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2311 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2312 LARGE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2400 COLLAB. ZONE CPT-2 RB-1 PT-1, PT-4 ACT-1 9'-0" 2401 CONSULT CPT-2 RB-1 PT-1, PT-4 ACT-1 9'-0" 2402 CLEAN SUPPLY SV-1 SV-1 PT-1 ACT-1 8'-0" 2403 MED/ POC LVT-2 RB-1 PT-1 ACT-1 9'-0" 2404 COLLAB. ZONE CPT-2 RB-1 PT-1 ACT-1 9'-0" 2405 MD WORK CPT-2 RB-1 PT-1, PT-4 ACT-1 9'-0" 2406 SOILED HOLDING SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 2500 PATIENT CORRIDOR LVT-1 RB-1 PT-1 ACT-1 9'-0" 2501 LARGE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2502 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2503 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 2504 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 2505 EXAM LVT-2 RB-1 PT-2 ACT-1 9'-0" 2506 EXAM/ PROCEDURE SV-1 SV-1 PT-3 ACT-1 9'-0" 6" INTEGRAL BASE 2600 CORRIDOR CPT-3 RB-1 PT-1 ACT-1 9'-0" 2602 JAN. SV-1 SV-1 PT-2 ACT-1 9'-0" 6" INTEGRAL BASE 2603 STAFF TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 2604 STAFF LOUNGE CPT-2 RB-1 PT-1, PT-4 ACT-1, GWB 9'-0" 2605 MD LOUNGE LVT-2/ CPT-2 RB-1 PT-1 ACT-1, GWB 9'-0" 2606 STAFF TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 2607 STAFF TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 2608 WORKSTATIONS CPT-2 RB-1 PT-1 ACT-1, GWB 9'-0" 2609 COFFEE LVT-2 RB-1 PT-1 ACT-1 9'-0" 2610 DATA SEALED CONCRETE RB-1 PT-1 OPEN 9'-0" 2611 ELEC. SEALED CONCRETE RB-1 PT-1 OPEN 9'-0" 2612 COFFEE LVT-2 RB-1 PT-1 ACT-1 9'-0" 2618 STERILIZATION SV-1 SV-1 PT-2 ACT-1 9'-0" 6" INTEGRAL BASE ROOM FINISH SCHEDULE - THIRD FLOOR ROOM NUMBER NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH CEILING HEIGHT COMMENTS 1001 STAIR T-1 RB-2 PT-1, WP-1, WC-3 ACT-1 10'-8" FINISHES REFFERING TO THIRD FLOOR LANDING,. UNDERSIDE OF STAIR TO BE PT-1 1902 STAIR SC RB-1 PT-1 ACT-1 3000 CORRIDOR CT-1 RB-2 PT-1, WP-1 ACT-1, ACT-2, GWB 11'-0" 3002 PAUSE CT-1 RB-2 PT-1, WP-1 ACT-1 11'-0" 3003 PUBLIC TLT. CT-2 -- CWT-1, CWT-2 ACT-1 8'-0" 3004 VEST. CT-1 RB-2 PT-1 ACT-1 9'-0" 3005 PUBLIC TLT. CT-2 -- CWT-1, CWT-2 ACT-1 8'-0" 3006 PAUSE CPT-1 RB-2 PT-1 ACT-1 8'-0" 3007 PAUSE CPT-1 RB-2 PT-1, WP-1 ACT-1 11'-0" 3008 PAUSE CPT-1 RB-2 PT-1 ACT-1 11'-0" 3100 MECHANICAL ROOM SEALED CONCRETE - PT-1 OPEN 3101 VEST. CPT-1 RB-1 PT-1 ACT-1 9'-0" 3102 CONFERENCE CPT-1 RB-1 PT-1, PT-6 ACT-1, GWB 9'-0" 3103 STOR. CPT-1 RB-1 PT-1 ACT-1 8'-0" 3104 STOR. CPT-1 RB-1 PT-1 ACT-1 8'-0" 3105 VEST. CPT-1 RB-1 PT-1 ACT-1 9'-0" 3200 CORRIDOR SV-3 RB-1 PT-1 ACT-1 9'-0" 3201 CONSULT CPT-2 RB-1 PT-1, PT-4 ACT-1 8'-0" 3202 CONSULT CPT-2 RB-1 PT-1, PT-4 ACT-1 8'-0" 3203 PREP/ RECOV. SV-3 RB-1 PT-1, PT-6 ACT-1 8'-0" 3204 PREP/ RECOV. SV-3 RB-1 PT-1, PT-6 ACT-1 8'-0" 3205 PREP/ RECOV. SV-3 RB-1 PT-1, PT-6 ACT-1 8'-0" 3206 PREP/ RECOV. SV-3 RB-1 PT-1, PT-6 ACT-1 8'-0" 3207 PREP/ RECOV. SV-3 RB-1 PT-1, PT-6 ACT-1 8'-0" 3208 PREP/ RECOV. SV-3 RB-1 PT-1, PT-6 ACT-1 8'-0" 3209 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 3210 PREP/ RECOV. SV-3 RB-1 PT-1, PT-6 ACT-1 8'-0" 3211 PREP/ RECOV. SV-3 RB-1 PT-1, PT-6 ACT-1 8'-0" 3213 EQUIP. SV-3 RB-1 PT-1 GWB 8'-0" 3214 PROCEDURE/ ENDOSCOPY SV-5 SV-5 PT-2 ACT-4 9'-0" 3215 PROCEDURE/ ENDOSCOPY SV-5 SV-5 PT-2 ACT-4 9'-0" 6" INTEGRAL BASE 3216 EQUIP/ SUPPLY STORAGE SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 3217 CLEAN SCOPE STORAGE SV-1 SV-1 PT-2 ACT-4 8'-0" 6" INTEGRAL BASE 3218 CLEAN PROCESSING SV-1 SV-1 PT-2 ACT-4 8'-0" 6" INTEGRAL BASE 3219 SOILED SV-1 SV-1 PT-2 ACT-4 8'-0" 6" INTEGRAL BASE 3220 PROCEDURE/ ENDOSCOPY SV-5 SV-5 PT-2 ACT-4 9'-0" 3221 E.S. SV-1 SV-1 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 3222 EQUIP. SV-3 RB-1 PT-1 ACT-1 9'-0" 3223 SOILED WORK SV-1 SV-1 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 3224 STAFF TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 3225 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 3226 CLEAN SUPPLY SV-1 SV-1 PT-1 ACT-4 8'-0" 6" INTEGRAL BASE 3227 NURSE STATION SV-4 RB-1 PT-1, PT-6 ACT-1 9'-0" 3228 MED SV-4 RB-1 PT-1 ACT-1 8'-0" 3229 WORK ROOM CPT-2 RB-1 PT-1 ACT-1 8'-0" 3230 CORRIDOR SV-3 RB-1 PT-1 ACT-1 8'-0" 3300 PATIENT CORRIDOR LVT-1 RB-1 PT-1 ACT-1 9'-0" 3301 LARGE EXAM LVT-1 RB-1 PT-4 ACT-1 9'-0" 3302 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 3303 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 3304 PAT. TLT SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 3305 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 3306 EXAM/ PROCEDURE SV-1 SV-1 PT-3 ACT-1 9'-0" 6" INTEGRAL BASE 3400 COLLAB. ZONE CPT-2 RB-1 PT-1, PT-4 ACT-1 9'-0" 3401 CONSULT CPT-2 RB-1 PT-1, PT-4 ACT-1 8'-0" 3402 CLEAN SUPPLY SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 3403 MED/ POC LVT-2 RB-1 PT-1 ACT-1 9'-0" 3404 COLLAB. ZONE CPT-2 RB-1 PT-1 ACT-1 9'-0" 3405 SOILED HOLDING SV-1 SV-1 PT-1 ACT-1 8'-0" 6" INTEGRAL BASE 3406 MD WORK CPT-2 RB-1 PT-1, PT-4 ACT-1 9'-0" 3500 PATIENT CORRIDOR LVT-1 RB-1 PT-1 ACT-1 9'-0" 3501 LARGE EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 3502 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 3503 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 3504 PAT. TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 3505 EXAM LVT-2 RB-1 PT-4 ACT-1 9'-0" 3506 EXAM/ PROCEDURE SV-1 SV-1 PT-3 ACT-1 9'-0" 6" INTEGRAL BASE 3600 CORRIDOR CPT-3 RB-1 PT-1 ACT-1 9'-0" 3603 JAN. SV-1 SV-1 PT-2 ACT-1 9'-0" 6" INTEGRAL BASE 3604 STAFF TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 3605 STAFF LOUNGE CPT-2 RB-1 PT-1, PT-6 ACT-1, GWB 9'-0" 3606 MD LOUNGE LVT-2/ CPT-2 RB-1 PT-1 ACT-1, GWB 9'-0" 3607 STAFF TLT. SV-2 RB-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 3608 STAFF TLT. SV-2 SV-2 PT-2 ACT-1 8'-0" 6" INTEGRAL BASE 3609 WORKSTATIONS CPT-2 RB-1 PT-1, PT-4 ACT-1, GWB 9'-0" 3610 COFFEE LVT-2 RB-1 PT-1 ACT-1 9'-0" 3611 DATA SEALED CONCRETE RB-1 PT-1 OPEN 3612 ELEC SEALED CONCRETE RB-1 PT-1 OPEN 3613 COFFEE LVT-2 RB-1 PT-1 ACT-1 9'-0" 3614 LAB SV-1 SV-1 PT-1 ACT-1 9'-0" 6" INTEGRAL BASE 3615 MEN'S LOCKER LVT-1 RB-1 PT-1 ACT-1 8'-0" 3616 WOMENS LOCKER LVT-1 RB-1 PT-1 ACT-1 8'-0" NUMBER DATE ISSUED BY DESCRIPTION UP CORRIDOR 1007 CLEAN SUPPLY 1200 COLLAB. ZONE 1201 PAUSE 1006 STAIR 1001 VESTIBULE 1000 PUBLIC TLT 1003 PUBLIC TLT. 1005 VEST. 1004 ELEV. 1 ELEV. 2 PAUSE 1008 CHECK-IN 1700 EXAM 1501 CLEAN 1601 TREATMENT 1703 PT GYM 1701 PATIENT CORRIDOR 1702 TREATMENT 1704COLLAB. ZONE 1600 EXAM 1502 EXAM 1503 JAN. 1913 COLLAB. ZONE 1914 HAND THERAPY 1709 TREATMENT 1708 WORK 1706 PAT. TLT. 1705 COLLAB. ZONE 1603 EXAM / PROCEDURE 1506 DATA 1915 SOILED 1605 CORRIDOR 1900 PAT. TLT. 1504 EXAM 1505 ELEC 1903STAIR 1902 ELEV. 3 GENERAL STORAGE 1918 LINEN HOLD. 1919 RECEIVING 1901 SOILED 1205 PATIENT CORRIDOR 1300 PAT. TLT. 1304 EXAM 1305 EXAM 1306 EXAM 1303 EXAM 1302 LARGE EXAM 1301 EXAM 1108 EXAM 1107 EXAM 1105 EXAM 1104 LARGE EXAM 1103 PATIENT CORRIDOR 1100 MECHANICAL ROOM 1101 MED GAS 1102 PAT. TLT. 1106 ELEC. 1916 COFFEE 1917 PATIENT CORRIDOR 1500 MD WORK 1204 CT-1 CT-2 CT-2 WM-1 CPT-1 CPT-1 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-3 CPT-2 CPT-2 MED/ POC LVT-1 LVT-1 LVT-1 LVT-2 LVT-2 LVT-2 SV-1 LVT-2 LVT-2 LVT-2 LVT-2 LVT-2 LVT-2 LVT-2 SV-1 SV-2 SV-1 SV-1 LVT-2 LVT-2 LVT-2 SV-2 LVT-2 LVT-2 SEALED CONCRETE SEALED CONCRETE SV-2 SEALED CONCRETE SV-2 SV-1 CPT-2 SEALED CONCRETE LVT-2 LVT-2 CARPET DIRECTION CARPET DIRECTION CARPET DIRECTION CARPET DIRECTION CARPET DIRECTION TS-1 TYP. SV-1 SEALED CONCRETE SV-1 PT-4 PT-4 PT-4 PT-4 PT-6SV-1 ST-1 WP-1 WP-1 WP-1 PT-6 WP-1 ADMIN 1402 RADIOLOGY WAITING 1409 X-RAY 1411 MAMMOGRAPHY 1407 ULTRASOUND 1405 WORK 1401 ADMIN 1403 RECEPTION 1400 MAMMOGRAPHY WAITING 1404 MAMMOGRAPHY READING 1408 CHANGING 1410 TECH WORK 1412 CHANGING 1414 X-RAY 1413 STAFF TLT. 1905 STAFF TLT. 1904 LOUNGE 1906 RAD. READING 1907 RAD. READING 1908 RAD. READING 1909 STAFF TLT. 1910 LACTATION 1911 SUPPORT SERVICES 1912 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 CPT-2 LVT-1 LVT-1 LVT-1 LVT-1 LVT-2 LVT-2 LVT-2 CHANGING 1406 LVT-1 CPT-2 CT-1 T-1 (STAIR) WP-1 CPT-3 WP-1 WC-1 PT-6 PT-6 PT-6TS-1 TYP. WHEELCHAIR STORAGE 1009 OFFICE 1606 CPT-2 CORRIDOR 1900 STORAGE 1707 SV-2 SV-3 SV-3 PT-6 PT-6 SV-4 SV-4 SV-4 SV-4 WS-1 WS-1 WS-1 WS-1 CARPET DIRECTION WS-1 WS-1 CPT-1CPT-1 WS-1 WF-1 SV-4 WS-1 WF-1 WS-1 WF-1 WS-1 WF-1 WS-1 WF-1 WS-1 WF-1 PT-6SV-2 SV-2 MD WORK 1604 WS-1WS-1 SC PT-6 WP-1 WP-1 WS-1 WF-1 LVT-2 TS-1 TYP. 1. REFER TO SHEET A700 FOR FINISH SPECIFICATIONS 2. REFER TO ROOM FINISH SCHEDULES ON SHEETS A700 & A701 FOR ALL FINISHES SPECIFIED PER ROOM 3. WHERE FINISH CHANGES AT DOORWAYS, THE CHANGE FROM ONE FINISH TO THE OTHER SHALL TAKE PLACE UNDERNEATH THE DOOR IN ITS CLOSED POSITION, U.N.O. 4. ALL PRIVACY CURTAINS TO BE PC-1 FINISH PLAN NOTES FINISH PLAN LEGEND CPT - CARPET SV - SHEET VINYL SC - SEALED CONCRETE RB - RESILIENT BASE CT- TILE LVT - LUXURY VINYL TILE ST - DECORATIVE STONE WS - WINDOW SHADE WF - WINDOW FILM WP - WALL PANEL TS - TRANSITION STRIP IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-702 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP FIRST FLOOR FINISH PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 FIRST FLOOR FINISH PLAN N NUMBER DATE ISSUED BY DESCRIPTION DN PAUSE 2009 STAIR 1001 ELEV. 1 247 CORRIDOR 2000 PAUSE 2008 ELEV. 2 248 PUBLIC TLT. 2005 PUBLIC TLT. 2003 COLLAB. ZONE 2200 MED/ POC 2202 COLLAB. ZONE 2203 CLEAN SUPPLY 2201 LARGE EXAM 2301 EXAM 2302 EXAM 2303 PAT. TLT. 2304 EXAM 2305 AUDIOLOGY 2306 SOILED HOLDING 2206 COFFEE 2612 PATIENT CORRIDOR 2300 LARGE EXAM 2312 EXAM 2311 EXAM 2310 PAT. TLT. 2309 EXAM 2308 EXAM/ PROCEDURE 2307 ELEC. 2611 DATA 2610 COLLAB. ZONE 2404 COLLAB. ZONE 2400 MED/ POC 2403 CLEAN SUPPLY 2402 CONSULT 2401 LARGE EXAM 2501 EXAM 2502 EXAM 2503 PATIENT CORRIDOR 2500PAT. TLT. 2504 EXAM 2505 EXAM/ PROCEDURE 2506 SOILED HOLDING 2406 COFFEE 2609 WORKSTATIONS 2608 STAFF TLT. 2606 STAFF TLT. 2607 STAFF LOUNGE 2604 MD LOUNGE 2605 JAN. 2602 STAFF TLT. 2603 STAIR 1902 ELEV. 3 MD WORK 2205 MD WORK 2405 CORRIDOR 2130 CATARACT DIAG. EXAM 2127 LASER DIAG. EXAM 2126 EYE EXAM 2125 EYE EXAM 2124 EYE EXAM 2123 EYE EXAM 2122 CT-1 CPT-1 CPT-1 CPT-1 CPT-2 CPT-2 CPT-2 LVT-2 CPT-1 LVT-2 LVT-2 LVT-2 SV-2 SV-1 SV-1 SV-1 SV-1 CPT-2 CPT-2 CPT-2 LVT-2 LVT-2 LVT-2 SV-2SV-2 LVT-2 SV-1 CPT-2 CPT-2 CPT-2 SV-2 SV-2 SV-2 SEALED CONCRETE SEALED CONCRETE LVT-2 LVT-2 LVT-2 LVT-2 LVT-2 CT-2 CT-2 LVT-2 LVT-1 LVT-2 LVT-2 LVT-1 CPT-2 CPT-3CORRIDOR 2600 SV-1 LVT-2 T-1 CARPET DIRECTION CARPET DIRECTION CARPET DIRECTION CARPET DIRECTION CARPET DIRECTION CARPET DIRECTION SV-2 SV-2 SV-1LVT-2 LVT-2 LVT-2 LVT-2 LVT-2 LVT-2 LVT-1 LVT-1 LVT-2LVT-2 LVT-2 LVT-2 LVT-2 SV-1SV-1 LVT-2 LVT-2 PT-4 PT-4PT-4 PT-4 PT-6 PAT. TLT. 2118 PAT. TLT. 2116 PRE-TEST 2105 PRE-TEST 2104 CORRIDOR 2103 OPTICIAN 2102 STORAGE 2128 OFFICE 2129 VF DIAG. EXAM 2106 STAFF COLLAB. 2114 SUBWAIT 2115 SUBWAIT 2119 EYE EXAM 2113 EYE EXAM 2120 EYE EXAM 2111 SOILED 2112 STORAGE 2121 WP-1 T-1 STERILIZATION 2618 SV-1 OCT DIAG. EXAM 2107 PHOTO. DIAG. EXAM 2108 CORRIDOR 2117 EYE EXAM 2109 EYE EXAM 2110 OPTICAL 2100 CASHIER 2101 WC-2 LVT-2 SV-1 WP-1 WP-1 PAUSE 2006 VEST. 2004 MECHANICAL ROOM 2007 WS-1 WS-1 WS-1 WS-1 CPT-2 WS-1 ALIGNCT-1 CPT-1 TYP CPT-2 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 PT-4 WS-1WS-1WS-1WS-1 WS-1 LVT-2 WOOD CHERRY PANEL LVT-2 5'-0"TS-1 1. REFER TO SHEET A700 FOR FINISH SPECIFICATIONS 2. REFER TO ROOM FINISH SCHEDULES ON SHEETS A700 & A701 FOR ALL FINISHES SPECIFIED PER ROOM 3. WHERE FINISH CHANGES AT DOORWAYS, THE CHANGE FROM ONE FINISH TO THE OTHER SHALL TAKE PLACE UNDERNEATH THE DOOR IN ITS CLOSED POSITION, U.N.O. 4. ALL PRIVACY CURTAINS TO BE PC-1 FINISH PLAN NOTES FINISH PLAN LEGEND CPT - CARPET SV - SHEET VINYL SC - SEALED CONCRETE RB - RESILIENT BASE CT- TILE LVT - LUXURY VINYL TILE ST - DECORATIVE STONE WS - WINDOW SHADE WF - WINDOW FILM WP - WALL PANEL TS - TRANSITION STRIP IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-703 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP SECOND FLOOR FINISH PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 SECOND FLOOR FINISH PLAN N NUMBER DATE ISSUED BY DESCRIPTION PAUSE 3008 PAUSE 3007 CORRIDOR 3000 PAUSE 3006 VEST. 3101 STOR. 3103 CONFERENCE 3102 CONSULT 3201 CONSULT 3202 PREP/ RECOV. 3203 PREP/ RECOV. 3204 PREP/ RECOV. 3205 PREP/ RECOV. 3206 NURSE STATION 3227 CORRIDOR 3200 EQUIP. 3222 CORRIDOR 3230 WORK ROOM 3229 CLEAN SUPPLY 3226SOILED WORK 3223 STAFF TLT. 3224 PAT. TLT. 3225 MECHANICAL ROOM 3100 STOR. 3104 VEST. 3105 E.S. 3221 CORRIDOR 3600 CORRIDOR 3600 CLEAN SCOPE STORAGE 3217 SOILED 3219 PROCEDURE/ ENDOSCOPY 3220 PROCEDURE/ ENDOSCOPY 3215 PROCEDURE/ ENDOSCOPY 3214 MED 3228 EQUIP/ SUPPLY STORAGE 3216 WOMENS LOCKER 3616 MEN'S LOCKER 3615 COFFEE 3613 LAB 3614 PREP/ RECOV. 3210 PREP/ RECOV. 3211 PAT. TLT. 3209 PREP/ RECOV. 3208 PREP/ RECOV. 3207 STAIR 1001VEST. 3004 PUBLIC TLT. 3005 PUBLIC TLT. 3003 LARGE EXAM 3301 PATIENT CORRIDOR 3300 PAT. TLT 3304 EXAM 3303 EXAM 3302 EXAM 3305 EXAM/ PROCEDURE 3306 ELEC 3612 DATA 3611 CLEAN SUPPLY 3402 CONSULT 3401 COLLAB. ZONE 3400 MED/ POC 3403 COLLAB. ZONE 3404 LARGE EXAM 3501 EXAM 3502 PATIENT CORRIDOR 3500 EXAM 3503 PAT. TLT. 3504 EXAM 3505 EXAM/ PROCEDURE 3506 SOILED HOLDING 3405 COFFEE 3610 WORKSTATIONS 3609 STAFF TLT. 3608 STAFF TLT. 3607 MD LOUNGE 3606STAFF LOUNGE 3605 STAFF TLT. 3604 JAN. 3603 ELEV. 3 STAIR 1902 MD WORK 3406 CT-1 CPT-1 CPT-1CPT-1 CPT-2 CPT-2 SV-1 WP-1 WP-1 CPT-2 LVT-2 LVT-1LVT-1 CARPET DIRECTION CARPET DIRECTION CARPET DIRECTION SV-1 SV-1SV-1 SEALED CONCRETE SEALED CONCRETE CARPET DIRECTION CPT-1 LVT-2 LVT-2 LVT-2 CARPET DIRECTION SV-2 SV-2 LVT-2 LVT-2 LVT-2 LVT-2 LVT-2 LVT-2 SV-2 SV-2 CPT-3 LVT-1 LVT-1 LVT-2 CPT-2 CT-2 CT-2 CPT-2 CPT-2 SV-2 SV-2SV-1 SV-2 CARPET DIRECTION SV-3 SV-3 SV-3 SV-4 SV-4 T-1 SV-5 SV-5 SV-5 SV-2 SV-1 SV-1 LVT-2 SV-3 SV-3 SV-3 SV-3SV-3SV-3 SV-1 SV-3 SV-3SV-1 SEALED CONCRETE SV-1 CPT-1 CPT-3 SV-1 ALIGN ALIGN PT-4 PT-4PT-6WOOD CHERRY PANEL CPT-2 WP-1 WC-3 CLEAN PROCESSING 3218 WP-1 WP-1 CORRIDOR 3230 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 CPT-1 TYP WS-1 WS-1 WS-1 WS-1 WS-1 WS-1 WS-1WS-1WS-1WS-1WS-1 WS-1 PT-4 PT-4 SV-1 PT-4 PT-4 PT-6 1'-0"PT-6 CT-1 PT-6 PT-6 PT-6 PC-1 TYP PT-6 PT-6 PT-6 PT-6 PT-6 PT-6 LVT-2 5'-0"PAUSE 3002 4'-4"4'-4"5'-0"5'-0"TS-1 TYP 1. REFER TO SHEET A700 FOR FINISH SPECIFICATIONS 2. REFER TO ROOM FINISH SCHEDULES ON SHEETS A700 & A701 FOR ALL FINISHES SPECIFIED PER ROOM 3. WHERE FINISH CHANGES AT DOORWAYS, THE CHANGE FROM ONE FINISH TO THE OTHER SHALL TAKE PLACE UNDERNEATH THE DOOR IN ITS CLOSED POSITION, U.N.O. 4. ALL PRIVACY CURTAINS TO BE PC-1 FINISH PLAN NOTES FINISH PLAN LEGEND CPT - CARPET SV - SHEET VINYL SC - SEALED CONCRETE RB - RESILIENT BASE CT- TILE LVT - LUXURY VINYL TILE ST - DECORATIVE STONE WS - WINDOW SHADE WF - WINDOW FILM WP - WALL PANEL TS - TRANSITION STRIP IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-704 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP THIRD FLOOR FINISH PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 THIRD FLOOR FINISH PLAN N NUMBER DATE ISSUED BY DESCRIPTION UP CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 (2)CG-1 CG-1 CG-1(2) CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 WG-1 WG-1 WG-1 WG-1 WG-1WG-2WG-1CG-1 CG-1 CG-1(2)WG-1CG-1WG-2 WG-2CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1(2) CG-1 CG-1 CG-1 CG-1 CG-1 (2)(2) CG-1 (2)(2)CG-1 CG-1 CG-1 CG-1 WG-2 WG-3 CG-1 CG-1 CG-1 (2) CG-1 WG-1WG-1WG-1CG-1 CG-1 WG-1WG-1WG-1CG-1 CG-1(2)CG-1(2) CG-1 CG-1(2)CG-1CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1(2) CG-1 CG-1 (2)(2) CG-1 (2)(2)CG-1 WG-3 CG-1(2) CG-1(2) WG-3 CHECK-IN 1700 PAUSE 1008 WHEELCHAIR STORAGE 1009 CORRIDOR 1007 VESTIBULE 1000 STAIR 1001 PAUSE 1006 CLEAN SUPPLY 1200 COLLAB. ZONE 1201 MD WORK 1204 PT GYM 1701 PATIENT CORRIDOR 1702 CLEAN 1601 TREATMENT 1703 TREATMENT 1704 COLLAB. ZONE 1600 EXAM 1501 EXAM 1502 EXAM 1503 PAT. TLT. 1504 EXAM 1505 EXAM / PROCEDURE 1506 DATA 1915 SOILED 1605 COLLAB. ZONE 1914 HAND THERAPY 1709 TREATMENT 1708 PAT. TLT. 1705 WORK 1706 STORAGE 1707 PATIENT CORRIDOR 1702 JAN. 1913 CORRIDOR 1900 ELEC 1903 ELEV. 3STAIR 1902 RECEIVING 1901 LINEN HOLD. 1919 GENERAL STORAGE 1918 COFFEE 1917 PATIENT CORRIDOR 1300 SOILED 1205 EXAM 1306 EXAM 1305 LARGE EXAM 1301 EXAM 1302 EXAM 1303 PAT. TLT. 1304 LARGE EXAM 1103 EXAM 1104 EXAM 1105 PATIENT CORRIDOR 1100 PAT. TLT. 1106 EXAM 1108 PUBLIC TLT 1003 PUBLIC TLT. 1005 CG-1(2)CG-1(2)CG-1 CG-1 CG-1(2)CG-1(2) CG-1 CG-1 CG-1 COLLAB. ZONE 1603 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1(2)CG-1 WG-2 CG-1CG-1 CG-1 (2) CG-1 (2) WG-2 SUPPORT SERVICES 1912 LACTATION 1911 STAFF TLT. 1910 RAD. READING 1909 RAD. READING 1907 RAD. READING 1908 LOUNGE 1906 STAFF TLT. 1904 STAFF TLT. 1905 RECEPTION 1400 ADMIN 1402 ADMIN 1403 ULTRASOUND 1405 MAMMOGRAPHY 1407CHANGING 1406 MAMMOGRAPHY WAITING 1404 MAMMOGRAPHY READING 1408 CHANGING 1410 RADIOLOGY WAITING 1409 X-RAY 1411 TECH WORK 1412 X-RAY 1413 CHANGING 1414 CG-1CG-1 CG-1 MD WORK 1604 CG-1 CG-1 (2) WORK 1401 CG-1(2)CG-1(2) CG-1 WG-1 CG-1 WG-1 WG-1 WG-1 CG-1 (2) CG-1 (2) CG-1(2)CG-1(2) CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 EXAM 1107 MED/ POC 1202 OFFICE 1606 MECHANICAL ROOM 1101 MED GAS 1102 WG-1 WG-1 WG-1 WG-1 WG-3 WG-2 WG-2 *COORDINATE WALL PROTECTION LOCATION WITH EQUIPMENT WG-2 1. REFER TO SHEET A700 FOR WALL PROTECTION SPECIFICATIONS 2. REFER TO INTERIOR ELEVATIONS FOR INSTALLATION HEIGHTS 3. REFER TO ENLARGED PLANS FOR WALL PROTECTION IN EXAM, RECOVERY/PREP AND PROCEDURE ROOMS WALL PROTECTION NOTES WALL PROTECTION LEGEND CG-1 - CORNER GUARD WG-1 - CRASH RAIL WG-2 - RUB STRIP WG-3 - SHEET PROTECTION WG-4 - WALL PROTECTION (CRASH RAIL & SHEET) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-710 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP FIRST FLOOR WALL PROTECTION PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 FIRST FLOOR FINISH PLAN N NUMBER DATE ISSUED BY DESCRIPTION DN CG-1(2) CG-1(2) CG-1CG-1 CG-1CG-1WG-1 WG-1 WG-1 WG-1 WG-1 CG-1 WG-1CG-1 CG-1 CG-1(2)CG-1 CG-1CG-1(2) (2) WG-3 CG-1(2) CG-1(2) CG-1 CG-1 CG-1 CG-1 WG-1WG-1WG-1CG-1 CG-1 (2)(2) CG-1 (2)(2)CG-1 WG-3 CG-1(2) CG-1(2) WG-3 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1(2) CG-1(2) CG-1(2) CG-1 CG-1 CG-1(2)CG-1(2)WG-1WG-1WG-1WG-1CG-1(2)CG-1(2) CG-1 CG-1 CG-1 CG-1 CG-1(2)CG-1(2) CG-1(2)CG-1 CG-1(2)CG-1(2) CG-1 CG-1CG-1(2)CG-1(2)CG-1 CG-1CG-1 CG-1(2) CG-1(2) CG-1(2) CG-1 CG-1CG-1CG-1CG-1 CG-1 CG-1 CG-1(2) CG-1(2) CG-1 CG-1 CG-1 CG-1CG-1 CG-1 CG-1(2)CG-1(2) CG-1(2) CG-1(2) CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 WG-1 WG-1WG-1WG-1WG-2WG-1WG-2WG-1LARGE EXAM 2501 CONSULT 2401 CLEAN SUPPLY 2402 EXAM 2502 EXAM 2503 PAUSE 2008 CORRIDOR 2000 PAUSE 2009 PAUSE 2006 COLLAB. ZONE 2400 EXAM 2311 LARGE EXAM 2312 EXAM 2310 PAT. TLT. 2309 PAT. TLT. 2504 EXAM 2505 EXAM/ PROCEDURE 2506 SOILED HOLDING 2406 EXAM 2308 EXAM/ PROCEDURE 2307 ELEC. 2611 DATA 2610 COLLAB. ZONE 2404 MD WORK 2405 WORKSTATIONS 2608 CORRIDOR 2600 COFFEE 2612 SOILED HOLDING 2206 AUDIOLOGY 2306 EXAM 2305 PAT. TLT. 2304 EXAM 2303 EXAM 2302 LARGE EXAM 2301 MD LOUNGE 2605 STAFF LOUNGE 2604 STAFF TLT. 2607STAFF TLT. 2606 PATIENT CORRIDOR 2300 CLEAN SUPPLY 2201 COLLAB. ZONE 2200 MED/ POC 2202 COLLAB. ZONE 2203 MD WORK 2205 STAFF TLT. 2603 JAN. 2602 ELEV. 3STAIR 1902 CATARACT DIAG. EXAM 2127 LASER DIAG. EXAM 2126 EYE EXAM 2125 EYE EXAM 2124 EYE EXAM 2123 EYE EXAM 2122 MECHANICAL ROOM 2007 STAIR 1001 PUBLIC TLT. 2003 VEST. 2004 PUBLIC TLT. 2005 WP-1 CG-1 STERILIZATION 2618 WG-1WG-1 CG-1 WG-1 WG-1 CG-1 CG-1 STAFF COLLAB. 2114 OCT DIAG. EXAM 2107 OPTICAL 2100 VF DIAG. EXAM 2106 EYE EXAM 2111 PHOTO. DIAG. EXAM 2108 EYE EXAM 2109 EYE EXAM 2110 EYE EXAM 2120 EYE EXAM 2113 STORAGE 2121 SOILED 2112 PAT. TLT. 2116 PAT. TLT. 2118 CORRIDOR 2117 SUBWAIT 2115 SUBWAIT 2119 CORRIDOR 2130 CASHIER 2101 OPTICIAN 2102 STORAGE 2128 OFFICE 2129 CORRIDOR 2103 PRE-TEST 2104 PRE-TEST 2105 CG-1(2) CG-1(2) CG-1 WG-2WG-2 CG-1 WG-2 WG-2 WG-2 WG-2 WG-2WG-2 WG-2 WG-2 WG-3 WG-2 WG-2 WG-2 1. REFER TO SHEET A700 FOR WALL PROTECTION SPECIFICATIONS 2. REFER TO INTERIOR ELEVATIONS FOR INSTALLATION HEIGHTS 3. REFER TO ENLARGED PLANS FOR WALL PROTECTION IN EXAM, RECOVERY/PREP AND PROCEDURE ROOMS WALL PROTECTION NOTES WALL PROTECTION LEGEND CG-1 - CORNER GUARD WG-1 - CRASH RAIL WG-2 - RUB STRIP WG-3 - SHEET PROTECTION WG-4 - WALL PROTECTION (CRASH RAIL & SHEET) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-711 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP SECOND FLOOR WALL PROTECTION PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 SECOND FLOOR FINISH PLAN N NUMBER DATE ISSUED BY DESCRIPTION CG-1 CG-1 (2)(2) CG-1 (2)(2)CG-1 WG-3 CG-1(2) CG-1(2) WG-3 CG-1 CG-1 CG-1(2)CG-1(2) CG-1 CG-1 WG-1WG-1WG-1CG-1 CG-1(2) CG-1(2) CG-1(2) CG-1(2)CG-1(2)CG-1(2)CG-1(2) WG-1CG-1 CG-1CG-1 WG-1 CG-1 CG-1 CG-1 CG-1 CG-1(2)CG-1 CG-1(2)CG-1(2) CG-1 CG-1 CG-1 CG-1CG-1(2)CG-1(2)CG-1 WG-1CG-1 CG-1 WG-3 WG-3 WG-3 WG-1WG-1CG-1 WG-1CG-1 WG-1 WG-1CG-1 CG-1 CG-1(2)CG-1CG-1 CG-1 CG-1 CG-1CG-1 CG-1 CG-1(2) CG-1 WG-3 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 WG-3 CG-1 CG-1 CG-1(2)CG-1(2) CG-1CG-1 CG-1(2)CG-1 CG-1 CG-1 CG-1(2) CG-1(2) CG-1(2)CG-1(2) CG-1 CG-1 CG-1 CG-1(2) CG-1 CG-1WG-4CG-1(2) CG-1(2) CG-1 WG-4WG-4WG-4WG-4WG-4 WG-4 WG-4WG-4 WG-4WG-4WG-4WG-4CG-1 CG-1CG-1WG-1CG-1(2)CG-1(2) WG-4 WG-4 CG-1 CG-1 CG-1 CG-1 CG-1 PAUSE 3006 PUBLIC TLT. 3005 VEST. 3004 PUBLIC TLT. 3003 PAUSE 3008 STAIR 1001 ELEV. 1 ELEV. 2 CORRIDOR 3000 PAUSE 3007 CONSULT 3401 CLEAN SUPPLY 3402 COLLAB. ZONE 3400 MED/ POC 3403 COLLAB. ZONE 3404 MD WORK 3406 LARGE EXAM 3501 EXAM 3502 PATIENT CORRIDOR 3500 EXAM 3503 PAT. TLT. 3504 EXAM 3505 EXAM/ PROCEDURE 3506 SOILED HOLDING 3405 WORKSTATIONS 3609 CORRIDOR 3600 DATA 3611 ELEC 3612 EXAM/ PROCEDURE 3306 EXAM 3305 LAB 3614 PREP/ RECOV. 3211 PREP/ RECOV. 3210 PAT. TLT. 3209 PREP/ RECOV. 3208 PREP/ RECOV. 3207 PREP/ RECOV. 3206 PREP/ RECOV. 3205 LARGE EXAM 3301 EXAM 3302 EXAM 3303 PATIENT CORRIDOR 3300 PAT. TLT 3304 CORRIDOR 3200 NURSE STATION 3227 PREP/ RECOV. 3204 PREP/ RECOV. 3203 CONSULT 3202CONSULT 3201 CONFERENCE 3102 STAFF TLT. 3224 PAT. TLT. 3225 SOILED WORK 3223 CLEAN SUPPLY 3226 WORK ROOM 3229 STOR. 3104 PROCEDURE/ ENDOSCOPY 3220 VEST. 3105 CORRIDOR 3230 PROCEDURE/ ENDOSCOPY 3215 PROCEDURE/ ENDOSCOPY 3214 SOILED 3219 CLEAN SCOPE STORAGE 3217 CLEAN PROCESSING 3218 STAFF LOUNGE 3605 MD LOUNGE 3606 STAFF TLT. 3607 STAFF TLT. 3608 STAFF TLT. 3604JAN. 3603 STAIR 1902 EQUIP/ SUPPLY STORAGE 3216 WOMENS LOCKER 3616 MEN'S LOCKER 3615 COFFEE 3613 COFFEE 3610 VEST. 3101 STOR. 3103 CG-1 CG-1 CG-1 WG-1 WG-1 CG-1 WG-3 WG-3 WG-3 WG-1WG-3 WG-3 E.S. 3221 1. REFER TO SHEET A700 FOR WALL PROTECTION SPECIFICATIONS 2. REFER TO INTERIOR ELEVATIONS FOR INSTALLATION HEIGHTS 3. REFER TO ENLARGED PLANS FOR WALL PROTECTION IN EXAM, RECOVERY/PREP AND PROCEDURE ROOMS WALL PROTECTION NOTES WALL PROTECTION LEGEND CG-1 - CORNER GUARD WG-1 - CRASH RAIL WG-2 - RUB STRIP WG-3 - SHEET PROTECTION WG-4 - WALL PROTECTION (CRASH RAIL & SHEET) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-712 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP THIRD FLOOR WALL PROTECTION PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 THIRD FLOOR FINISH PLAN N NUMBER DATE ISSUED BY DESCRIPTION UP LARGE EXAM 1103 EXAM 1104 EXAM 1105 PAT. TLT. 1106 EXAM 1107 EXAM 1108 LINEN HOLD. 1919 JAN. 1913 GENERAL STORAGE 1918 EXAM 1305 PAT. TLT. 1304 EXAM 1303 EXAM 1302 LARGE EXAM 1301 CLEAN SUPPLY 1200 PATIENT CORRIDOR 1300 COFFEE 1917 EXAM 1501 EXAM 1502 EXAM 1503 PAT. TLT. 1504 EXAM 1505 EXAM / PROCEDURE 1506 DATA 1915 ELEC. 1916 CLEAN 1601 TREATMENT 1703 TREATMENT 1704 ? ? PAT. TLT. 1705 TREATMENT 1708 SOILED 1605 CHECK-IN 1700 PATIENT CORRIDOR 1500 PATIENT CORRIDOR 1100 MECHANICAL ROOM 1101 SOILED 1205 A-500 7 A-500 6 PUBLIC TLT. 1005 RECEIVING 1901 MED GAS 1102 PT GYM 1701 PAUSE 1006 PAUSE 1008 PUBLIC TLT 1003 PAUSE 1002 STAIR 1902 ELEV. 3 ELEC 1903 CORRIDOR 1007 STAIR 1001 VESTIBULE 1000 ELEV. 1 ELEV. 2 COLLAB. ZONE 1603 CORRIDOR 1900 PATIENT CORRIDOR 1702 COLLAB. ZONE 1914 EXAM 1306 HAND THERAPY 1709 VEST. 1004 COLLAB. ZONE 1201 COLLAB. ZONE 1600 WORK 1706 MED/ POC 1602 WHEELCHAIR STORAGE 1009 MD WORK 1204 COLLAB. ZONE 1203 MED/ POC 1202 MD WORK 1604MAMMOGRAPHYEQUIPMENT CLEAR SPACESTAFF TLT. 1904 STAFF TLT. 1905 LOUNGE 1906 RAD. READING 1907 RAD. READING 1908 RAD. READING 1909 STAFF TLT. 1910 LACTATION 1911 SUPPORT SERVICES 1912 CHANGING 1414 X-RAY 1413 RADIOLOGY WAITING 1409 CHANGING 1410 TECH WORK 1412 X-RAY 1411MAMMOGRAPHY READING 1408 MAMMOGRAPHY WAITING 1404 ULTRASOUND 1405 CHANGING 1406 MAMMOGRAPHY 1407 WORK 1401 ADMIN 1402 ADMIN 1403 RECEPTION 1400 OFFICE 1606 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-800 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP FIRST FLOOR FURNITURE PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 FIRST FLOOR FURNITURE PLAN **FOR REFERENCE ONLY** N NUMBER DATE ISSUED BY DESCRIPTION DN 57 SF STAFF TLT. 2603 LARGE EXAM 2301 EXAM 2310EXAM 2303 EXAM 2311 EXAM 2302 LARGE EXAM 2312 PAT. TLT. 2309 PAT. TLT. 2304 EXAM 2308 EXAM 2305 PAUSE 2008 STAFF LOUNGE 2604 MD LOUNGE 2605 STAIR 1902 PAUSE 2009 PAUSE 2002 PUBLIC TLT. 2003 PUBLIC TLT. 2005 JAN. 2602 ELEV. 3 CLEAN SUPPLY 2201 COLLAB. ZONE 2203 COFFEE 2612 PATIENT CORRIDOR 2300 AUDIOLOGY 2306 SOILED HOLDING 2206 ELEC. 2611 DATA 2610 EXAM/ PROCEDURE 2307 CORRIDOR 2000 CONSULT 2401 CLEAN SUPPLY 2402 LARGE EXAM 2501 EXAM 2502 EXAM 2503 PAT. TLT. 2504 EXAM 2505 EXAM/ PROCEDURE 2506 SOILED HOLDING 2406 COFFEE 2609 PATIENT CORRIDOR 2500 STAIR 1001 ELEV. 1 247 ELEV. 2 248 COLLAB. ZONE 2404 STAFF TLT. 2606 STAFF TLT. 2607 WORKSTATIONS 2608 COLLAB. ZONE 2200 COLLAB. ZONE 2400 MED/ POC 2403 MED/ POC 2202 MD WORK 2205 MD WORK 2405 CATARACT DIAG. EXAM 2127 LASER DIAG. EXAM 2126 EYE EXAM 2125 EYE EXAM 2124 EYE EXAM 2123 VEST. 2004 EYE EXAM 2122 MECHANICAL ROOM 2007 CORRIDOR 2130 STERILIZATION 2618 PAUSE 2006 STORAGE 2121 SOILED 2112 EYE EXAM 2111 EYE EXAM 2113 EYE EXAM 2120 EYE EXAM 2110 EYE EXAM 2109 CORRIDOR 2117 STAFF COLLAB. 2114 PHOTO. DIAG. EXAM 2108 OCT DIAG. EXAM 2107 VF DIAG. EXAM 2106 OPTICAL 2100 CASHIER 2101 OPTICIAN 2102 STORAGE 2128 OFFICE 2129 PAT. TLT. 2116 PAT. TLT. 2118 PRE-TEST 2104 PRE-TEST 2105 CORRIDOR 2103 SUBWAIT 2115 SUBWAIT 2119 END OF CARPET END OF CARPET END OF CARPET IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-801 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP SECOND FLOOR FURNITURE PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 SECOND FLOOR FURNITURE PLAN **FOR REFERENCE ONLY**N NUMBER DATE ISSUED BY DESCRIPTION LG.BLANKETWARMERSTAIR 1902 STAFF TLT. 3604 STAFF LOUNGE 3605 MD LOUNGE 3606 STAFF TLT. 3607 STAFF TLT. 3608 PUBLIC TLT. 3005 PUBLIC TLT. 3003 PAUSE 3002 PAUSE 3008 PAUSE 3007 JAN. 3603 ELEV. 3 MECHANICAL ROOM 3100 CONFERENCE 3102 VEST. 3101 STOR. 3103 CONSULT 3201 CONSULT 3202 PREP/ RECOV. 3203 PREP/ RECOV. 3204 PREP/ RECOV. 3205 PREP/ RECOV. 3206 PREP/ RECOV. 3207 PREP/ RECOV. 3208 MEN'S LOCKER 3615 PROCEDURE/ ENDOSCOPY 3214 PROCEDURE/ ENDOSCOPY 3215 WOMENS LOCKER 3616 PROCEDURE/ ENDOSCOPY 3220 VEST. 3105 STOR. 3104 E.S. 3221 SOILED WORK 3223 CLEAN SUPPLY 3226 MED 3228 NURSE STATION 3227 CORRIDOR 3230 LARGE EXAM 3301 CONSULT 3401 CLEAN SUPPLY 3402 EXAM 3302 EXAM 3303 PAT. TLT 3304 EXAM 3305 EXAM/ PROCEDURE 3306 DATA 3611 ELEC 3612 SOILED HOLDING 3405 EXAM/ PROCEDURE 3506 EXAM 3505 PAT. TLT. 3504 EXAM 3503 EXAM 3502 LARGE EXAM 3501 PATIENT CORRIDOR 3500 COLLAB. ZONE 3404 PATIENT CORRIDOR 3300 STAFF TLT. 3224 PAT. TLT. 3209 PREP/ RECOV. 3210 PREP/ RECOV. 3211 PAT. TLT. 3225 SOILED 3219 CLEAN SCOPE STORAGE 3217 EQUIP/ SUPPLY STORAGE 3216 LAB 3614 CORRIDOR 3200 WORK ROOM 3229 STAIR 1001 PAUSE 3006 CORRIDOR 3000 CORRIDOR 3600 EQUIP. 3222 EQUIP. 3213 COFFEE 3613 COFFEE 3610 ELEV. 1 ELEV. 2 MED/ POC 3403 WORKSTATIONS 3609 VEST. 3004 COLLAB. ZONE 3400 MD WORK 3406 CLEAN PROCESSING 3218 END OF CARPET IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: ISSUE DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: A-802 2018-02-07 APRIL 17, 2020 GUTHRIE MEDICAL GROUP THIRD FLOOR FURNITURE PLAN FINAL BIDDING AND PERMIT SET 720 WILLOW AVE ITHACA, NY 14850 GUTHRIE ITHACA MEDICAL OFFICE BUILDING 1/8" = 1'-0"1 THIRD FLOOR FURNITURE PLAN **FOR REFERENCE ONLY** N NUMBER DATE ISSUED BY DESCRIPTION 4/17/2020 10:16:15 AM TSFSFSTSTSFS2345678ABCDEF3.56.51G4.34.95.56.2LOUNGE1906RAD.READING1909EXAM1107GENERALSTORAGE1918CLEANSUPPLY1200EXAM1303EXAM1302STAFFTLT.1904EXAM1503EXAM1105EXAM1104LARGEEXAM1103EXAM1305COFFEE1917PAT.TLT.1504PUBLICTLT.1005PUBLICTLT1003MED GAS1102VESTIBULE1000EXAM1306VEST.1004WHEELCHAIRSTORAGE1009PATIENTCORRIDOR1100EXAM1108ELEC1903EXAM1505SOILED1605TREATMENT1704WORK1706STORAGE1707MD WORK1604COLLAB.ZONE1600CLEAN1601X-RAY1411PATIENTCORRIDOR1500MAMMOGRAPHY1407RECEPTION1400ULTRASOUND1405CHNG.1407CHANGING1414MAMMOGRAPHYREADING1408PATIENTCORRIDOR1300MAMMOGRAPHYWAITING1404TECHWORK1412RADIOLOGYWAITING1409COLLAB.ZONE1201HANDTHERAPY1709TREATMENT1708RECEIVING1901ELEC.1916EXAM /PROCEDURE1506SUPPORTSERVICES1912DATA1915STAIR-11902-1LARGEEXAM1301ADMIN1402EXAM1501EXAM1502TREATMENT1703PAT.TLT.1106PAT.TLT.1304PAT. TLT.1705COLLAB.ZONE1914LINENHOLD.1919SOILED1205PATIENTCORRIDOR1702JAN.1913LACTATION1911PAUSE1006PT GYM1701CORRIDOR1007PAUSE1008STAIR-11001-1CORRIDOR1900MECHANICALROOM1101ELEV. 3MED/ POC1202MED/ POC1602COLLAB.ZONE1203STAFFTLT.1905X-RAY1413WORK1401ADMIN1403STAFFTLT.1910RAD.READING1908RAD.READING1907MD WORK1204CHANGING14066"4"1FDC42365F-4001CHECK-IN1700OFFICE16063"3"3"3"3"3"3"3"1 1/4"1 1/4"1 1/4"1 1/4"3"3"3"3"3"3"3"3"3"ELEV. 1ELEV. 21 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"778888888999101010IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:F-1012018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPFIRST FLOOR PLAN -FIRE PROTECTIONFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1FIRST FLOOR - FIRE PROTECTIONDRAWING NOTES:1. PROVIDE 6" FP CONNECTED TO 6" COMBINED WATER SERVICE UP THROUGH FLOOR. WATER SERVICE BY PC.2. PROVIDE 6" REDUCED PRESSURE DETECTOR ASSEMBLY (RPDA) BACKFLOW PREVENTER COMPLETE. PROVIDE 8" INDIRECT WASTE (IW) WITH FUNNEL FROM BELOW RPDA RELIEF PORT DISCHARGE. ROUTE IW THROUGH EXTERIOR WALL TO OUTSIDE. TERMINATE IW WITH INSECT SCREEN AND FLAPPER 12" MINIMUM ABOVE FINISHED GRADE. PROVIDE SPLASH BLOCK.3. PROVIDE 4" WET SPRINKLER SYSTEM ALARM CHECK VALVE RISER ASSEMBLY COMPLETE. PROVIDE 4" FP UP FROM RISER TO FIRST FLOOR CONTROL STATION AND UP TO SECOND FLOOR. PROVIDE 2" WET SPRINKLER SYSTEM MAIN DRAIN OFF ALARM CHECK RISER THROUGH EXTERIOR WALL TO DISCHARGE 12" ABOVE GRADE.4. PROVIDE FIRE DEPARTMENT CONNECTION MOUNTED AT 2'-6" ABOVE FINISHED GRADE, SIZED PER REQUIREMENTS OF CITY OF ITHACA FIRE DEPARTMENT.5. PROVIDE ALARM HORN STROBE AT 10'-0" ABOVE FINISHED GRADE. TIE ALARM HORN STROBE INTO FIRE ALARM SYSTEM. COORDINATE POWER REQUIREMENTS WITH EC.6. PROVIDE FLOOR CONTROL STATION CONSISTING OF UL/FM CONTROL VALVE WITH TAMPER SWITCH, CHECK VALVE AND FLOW SWITCH. PROVIDE FLOOR SYSTEM DRAIN DOWNSTREAM OF FLOOR CONTROL STATION PIPED THROUGH EXTERIOR WALL TO ABOVE GRADE WITH SPLASHBLOCK.7. PROVIDE UPRIGHT SPRINKLER HEAD BELOW STAIR LANDING.8. PROVIDE PENDENT SPRINKLER WITH GUARD BELOW DUCTWORK.9. PROVIDE SIDEWALL SPRINKLER HEAD WITH GUARD AT 2'-0" ABOVE BOTTOM OF ELEVATOR PIT.10. PROVIDE CLEAN AGENT DISCHARGE NOZZLE(S) ON NOVEC 1230 SYSTEM IN THIS ROOM. THIS WORK PART OF ALTERNATE FP-1. PROVIDE WET PIPE SPRINKLER AS PART OF BASE BID.NUMBER DATE ISSUED BY DESCRIPTION TSFS2345678ABCDEF3.56.51G4.34.95.56.2STAFFTLT.2603EXAM2305AUDIOLOGY2306EXAM2310EXAM2311LARGEEXAM2312EXAM2502EXAM2503EXAM2303EXAM2302LARGEEXAM2501PAUSE2009PUBLICTLT.2003PUBLICTLT.2005JAN.2602STAFFTLT.2607COLLAB.ZONE2404VEST.2004STAIR-21001-2EYE EXAM2123EYE EXAM2124EYE EXAM2125LASERDIAG.EXAM2126CATARACTDIAG.EXAM2127COLLAB.ZONE2203CLEANSUPPLY2402COLLAB.ZONE2400CONSULT2401COFFEE2612MD WORK2205COFFEE2609EXAM/PROCEDURE2506EXAM2505EXAM2308PATIENTCORRIDOR2300MD WORK2405PAT. TLT.2118PAT. TLT.2116PRE-TEST2105PRE-TEST2104STAFFCOLLAB.2114SUBWAIT2115SUBWAIT2119CLEANSUPPLY2201ELEC.2611EXAM/PROCEDURE2307OFFICE2129STORAGE2128CASHIER2101EYE EXAM2120STORAGE2121STAIR-21902-2EYE EXAM2110EYE EXAM2109DATA2610SOILEDHOLDING2406SOILEDHOLDING2206PAT. TLT.2309CORRIDOR2103MECHANICALROOM2007PHOTO.DIAG.EXAM2108OCT DIAG.EXAM2107OPTICIAN2102LARGEEXAM2301OPTICAL2100VF DIAG.EXAM2106COLLAB.ZONE2200PAT. TLT.2304MED/ POC2403PAT. TLT.2504CORRIDOR2600SOILED2112EYE EXAM2113CORRIDOR2117EYE EXAM2122CORRIDOR2130PAUSE2006PAUSE2008PATIENTCORRIDOR2500WORKSTATIONS2608STERILIZATION2618STAFFTLT.2606MDLOUNGE2605STAFFLOUNGE2604EYE EXAM2111CORRIDOR2000123333333"3"3"3"3"3"3"3"3"3"3"3"3"3"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"455IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:F-1022018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSECOND FLOOR PLAN -FIRE PROTECTIONFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1SECOND FLOOR - FIRE PROTETIONDRAWING NOTES:1. PROVIDE 4" FP DOWN TO FIRST FLOOR AND UP TO THIRD FLOOR.2. PROVIDE FLOOR CONTROL STATION CONSISTING OF UL/FM CONTROL VALVE WITH TAMPER SWITCH, CHECK VALVE AND FLOW SWITCH. PROVIDE FLOOR SYSTEM DRAIN DOWNSTREAM OF FLOOR CONTROL STATION PIPED DOWN TO FIRST FLOOR AND THROUGH EXTERIOR WALL TO ABOVE GRADE WITH SPLASHBLOCK.3. PROVIDE PENDENT SPRINKLER WITH GUARD BELOW DUCTWORK.4. PROVIDE NOVEC 1230 CLEAN AGENT SYSTEM STORAGE TANKS WITH EXTINGUISHING AGENT, MULTI-ZONE MANIFOLD ASSEMBLIES, SELECTOR VALVES, CONTROL PANELS AND ALL APPURTENANCES FOR A COMPLETE FUNCTIONAL SYSTEM IN SELECTED ROOMS. THIS WORK PART OF ALTERNATE FP-1.5. PROVIDE CLEAN AGENT DISCHARGE NOZZLE(S) ON NOVEC 1230 SYSTEM IN THIS ROOM. THIS WORK PART OF ALTERNATE FP-1. PROVIDE WET PIPE SPRINKLER AS PART OF BASE BID.NUMBER DATE ISSUED BY DESCRIPTION TSFSFSTSTSFS2345678ABCDEF3.56.51G4.34.95.56.2CLEANSUPPLY3226EXAM3303EXAM3302LARGEEXAM3301ELEC3612EXAM3503EXAM3502STAFFTLT.3604PUBLICTLT.3003PUBLICTLT.3005MED3228PAT. TLT.3209PREP/RECOV.3210PREP/RECOV.3204VEST.3101NURSESTATION3227LARGEEXAM3501STAIR-31902-3JAN.3603STAFFTLT.3608VEST.3004STAIR-31001-3CLEANPROCESSING3218MECHROOM3100COFFEE3613STOR.3103LAB3614EQUIP.3213EQUIP/SUPPLYSTORAGE3216SOILED3219EXAM3305EXAM/PROCEDURE3306PATIENTCORRIDOR3300EXAM3505EXAM/PROCEDURE3506COLLAB.ZONE3404COFFEE3610MD WORK3406CLEANSUPPLY3402CONSULT3401COLLAB.ZONE3400SOILEDWORK3223PAT. TLT.3225STAFFTLT.3224CORRIDOR3230EQUIP.3222DATA3611SOILEDHOLDING3405PREP/RECOV.3211VEST.3105PREP/RECOV.3203CONSULT3201CONSULT3202PREP/RECOV.3205PROCEDURE/ENDOSCOPY3220E.S.3221STOR.3104WORKROOM3229PREP/RECOV.3206PREP/RECOV.3207PREP/RECOV.3208CORRIDOR3200PAT. TLT3304MED/ POC3403PAT. TLT.3504CLEANSCOPESTORAGE3217PROCEDURE/ENDOSCOPY3215PROCEDURE/ENDOSCOPY3214CORRIDOR3600STAFFLOUNGE3605MDLOUNGE3606STAFFTLT.3607WORKSTATIONS3609PATIENTCORRIDOR3500PAUSE3007PAUSE3008PAUSE3006CORRIDOR3000CONFERENCE31021233333333"3"3"3"3"3"3"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"3"3"3"3"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"44MENSLOCKER3615IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:F-1032018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPTHIRD FLOOR PLAN -FIRE PROTECTIONFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1THIRD FLOOR - FIRE PROTECTIONDRAWING NOTES:1. PROVIDE 4" FP DOWN TO SECOND FLOOR.2. PROVIDE FLOOR CONTROL STATION CONSISTING OF UL/FM CONTROL VALVE WITH TAMPER SWITCH, CHECK VALVE AND FLOW SWITCH. PROVIDE FLOOR SYSTEM DRAIN DOWNSTREAM OF FLOOR CONTROL STATION PIPED DOWN TO FIRST FLOOR AND THROUGH EXTERIOR WALL TO ABOVE GRADE WITH SPLASHBLOCK.3. PROVIDE PENDENT SPRINKLER WITH GUARD BELOW DUCTWORK.4. PROVIDE CLEAN AGENT DISCHARGE NOZZLE(S) ON NOVEC 1230 SYSTEM IN THIS ROOM. THIS WORK PART OF ALTERNATE FP-1. PROVIDE WET PIPE SPRINKLER AS PART OF BASE BID.NUMBER DATE ISSUED BY DESCRIPTION TSFS2E1STORZ FIRE DEPARTMENTCONNECTIONCHECKVALVE4"6"6" DOWN TO COMBINEDDOMESTIC/FIRE SERVICE4" ALARM CHECK VALVE,4" UP TO FLOORS ABOVE3" FLOOR CONTROLSTATION6" RPDA6" DRAIN WITH FLAPPER, PROVIDE SPLASH BLOCK1-1/4" TEST/DRAINVALVE2" DRAIN FROMFLOORS ABOVE2" DRAIN, PROVIDESPLASH BLOCK1 1/4"2F-4001' - 7 1/2"2P-40012FIRST FLOOR0' -0"26"3' - 0"4" TO FDCALARM CHECKVALVE3" TO FIRST FLOORSYSTEM4" TO FLOORSABOVE6" FROM COMBINEDSERVCE ENTRANCE4"4"6" RPDA6" DRAIN UP TO RPDA DISCHARGE6" DRAIN TO EXTERIOR12IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:F-4002018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPENLARGED PLANS -FIRE PROTECTIONFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/2" = 1'-0"1FIRST FLOOR - FIRE PROTECTION - ENLARGED PLAN1/2" = 1'-0"2FIRE SERVICE DETAILNUMBER DATE ISSUED BY DESCRIPTIONBACKFLOW PREVENTER DEVICE NOTES:A.DEVICE SHALL BE A MINIMUM 30 INCHES AND MAXIMUM OF60 INCHES ABOVE FINISHED FLOOR.B.MAINTAIN A MINIMUM OF 12 INCHES OF CLEAR SPACE ABOVE THE DEVICE.C.MAINTAIN A MINIMUM OF 30 INCHES OF CLEAR SPACE IN FRONT OF THE DEVICE.D.MAINTAIN A MINIMUM OF 8 INCHES OF CLEAR SPACE BEHIND THE DEVICE.E.MAINTAIN A MINIMUM OF 2" AIR GAP BETWEEN THE DEVICE RELIEF PORT AND THE TOP OF THE DEVICE DRAIN OR TWICE THE RELIEF PORT OPENING.F.MAINTAIN A MINIMUM OF 18" CLEARANCE BETWEEN DEVICE RELIEF PORT OUTLET AND FINISHED GRADE.BILL OF MATERIALS:1.REDUCED PRESSURE DETECTOR ASSEMBLY (RPDA): RPDA FOR WET FIRE PROTECTION SYSTEM. WATTS, 6" RPDA, MODEL 757RPDA-OSY, WITH RESILIENT SEATED OS&Y GATE VALVES WITH NON RISING STEMS AND TAMPER SWITCHES SHOWN. WATTS 757RPDA-BFG WITH GEAR OPERATED BUTTERFLY VALVES WITH TAMPER SWICHES AS ACCEPTABLE ALTERNATE.2.ALARM CHECK VALVE SPRINKLER RISER WITH RETARDING CHAMBERAND PRESSURE SWITCH. ACCEPTABLE MANUFACTURERS: TYCO MODEL AV-1-300, RELIABLE MODEL "E", VIKING MODEL J-1. 4/17/2020 10:16:29 AM FLOWPD PUMP TAG DESCRIPTION LOCATION SERVICE TYPE WATTS HP V PH HZ DESIGN EQUIPMENT REMARKSDRP-A DOMESTIC RECIRCULATION PUMP MECH. ROOM 1101 BUILDING DOM. RECIRC 5 GPM 2 FT IN-LINE -- 1/15 115 1 60 GRUNDFOS UPS 15-35SFCESP-A ELEVATOR SUMP PUMP (1 PER CAR) ELEVATOR PIT (3 LOCATIONS) ELEVATOR GROUND WATER 52 GPM 20 FT SUMP -- 1/2 115 1 60 ZOELLER MODEL 153 1MVP-A MEDICAL VACUUM PUMP MECH. ROOM 3100 ENDO. SUITE VAC OUTLETS 21 SCFM 19" Hg BASE -- 3 208 3 60 BEACON MEDAES VHV03D-060H-DPUMP SCHEDULE1. PROVIDE OIL SMART SWITCH AND ALARM PANEL.MOTOR DATAREMARKSCONNECTION (IN)TAGDESCRIPTIONCOLD HOT WASTE/SOIL VENTREMARKSWC WATER CLOSET, FLUSH VALVE TYPE 1 -- 4 2LAV LAVATORY 1/2 1/2 1 1/2 1 1/2SINK SINK 1/2 1/2 1 1/2 1 1/2EWC ELECTRIC WATER COOLER 1/2 -- 1 1/2 1 1/2 WALL MOUNTED, ADA ACCESSIBLESHR SHOWER 1/2 1/2 2 1 1/2 ADA ACCESSIBLECS CLINICAL SINK 1, 1/2 1/2 4 2 FLOOR MOUNTEDMSS MOP SERVICE SINK 3/4 3/4 3 2 FLOOR MOUNTEDPLUMBING FIXTURE AND EQUIPMENT CONNECTION SCHEDULE4/17/2020 10:19:40 AM UP2345678ABCDEF3.56.51G4.34.95.56.26"4"4"6"6"1PROVIDE THRUST BLOCK234"644"481256"6"4"6"4"46"12944126"6"6"8126744"44"4"6"6"4"4"4"4"4"1010104"2"4131415161514134"1515152"2"151616153"2"2"2"2"2"15154"17161413154"4"2"2"2"4"3"3"1515111816194"154"2"1514132"16162"2"4"2"2"151515182015141314134"2"2"2"16151515152"2"162"171615174"152"2"3"1515164"18151713144"2"2"4"4"151615162"2"15202"4"2"4"4"1715154"2"2"1615166162"6"131416151121164"4"154"17141344"223"236"3"3"3"2222223"INV. = 387.26'FFE = 390.00'FFE = 390.00'FFE = 390.00'FFE = 390.00'FFE = 390.00'FFE = 390.00'FFE = 390.00'FFE = 390.00'INV. = 384.96'INV. = 383.97'INV. = 384.68'2"142"144244"3"3"4"16126"4"6"4"2"2"172524142424174"2"2"3"4"3"4"144174"4"2"2"2"164"ESP-AESP-AESP-AIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:P-1012018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPFOUNDATION PLAN -PLUMBINGFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1FOUNDATION PLAN - PLUMBINGDRAWING NOTES:1. PROVIDE 6" COMBINED WATER SERVICE TO 5'-0" BEYOND FOUNDATION WALL. COORDINATE CONNECTION TO SITE WATER SERVICE PIPING WITH SITE UTILITY PLAN AND WATER AUTHORITY. REFER TO WATER SERVICE LEAD IN DETAIL ON P-700.2. PROVIDE 6" COMBINED WATER SERVICE UP TO ABOVE FLOOR WITH THRUST BLOCK AT BASE. PROVIDE RODDING TO FLANGE ABOVE FLOOR.3. PROVIDE 4" SAN WITH TRAP UP TO FLOOR DRAIN.4. PROVIDE 4" SAN UP TO CLEANOUT.5. PROVIDE 4" STORM PIPING UP TO ABOVE FLOOR. PROVIDE WALL CLEANOUT IN STORM RISER 18" MINIMUM ABOVE FINISHED FLOOR.6. PROVIDE 6" STORM PIPING UP TO ABOVE FLOOR. PROVIDE WALL CLEANOUT IN STORM RISER 18" MINIMUM ABOVE FINISHED FLOOR.7. PROVIDE 6" SAN PIPING TO 5'-0" BEYOND BUILDING FOUNDATION WALL. COORDINATE CONNECTION TO SITE SANITARY PIPING WITH SITE UTILITY PLAN.8. PROVIDE 6" STORM PIPING TO 5'-0" BEYOND BUILDING FOUNDATION WALL. COORDINATE CONNECTION TO SITE STORM PIPING WITH SITE UTILITY PLAN.9. PROVIDE 3" SAN WITH TRAP UP TO MOP SERVICE SINK.10. PROVIDE ELEVATOR SUMP PUMP WITHIN ELEVATOR SUMP CROCK. PROVIDE 2" PUMPED DISCHARGE UP FROM PUMP WITH CHECK VALVE TO ABOVE FLOOR. REFER TO ELEVATOR SUMP PUMP DETAIL ON P-700.11. PROVIDE 3" SAN UP TO CLEANOUT.12. PROVIDE 4" STORM UP TO CLEANOUT.13. PROVIDE 4" SAN UP TO WC.14. PROVIDE 2" V UP.15. PROVIDE 2" SAN UP TO SINK OR LAV. TRANSITION TO 1-1/2" SAN ABOVE FLOOR SLAB.16. PROVIDE 2" SAN UP.17. PROVIDE 4" SAN UP.18. PROVIDE 3" SAN UP.19. PROVIDE 2" SAN UP TO CLEANOUT.20. PROVIDE 2" SAN UP TO EWC. TRANSITION TO 1-1/2" SAN ABOVE FLOOR SLAB.21. PROVIDE 1-1/2" V UP.22. PROVIDE 3" STORM UP TO ABOVE GRADE.23. PROVIDE 3" STORM PIPING TO 5'-0" BEYOND BUILDING FOUNDATION WALL. COORDINATE CONNECTION TO SITE STORM PIPING WITH SITE UTILITY PLAN.24.PROVIDE 3" SAN WITH TRAP UP TO FLOOR DRAIN.25.PROVIDE 2" SAN WITH TRAP UP TO ABOVE FLOOR.GENERAL NOTES:A.WHERE FIXTURES ARE LOCATED OVER GRADE BEAMS OR FOOTERS ROUTE SANITARY PIPING WITHIN FLOOR SLAB TO AVOID GRADE BEAM.NUMBER DATE ISSUED BY DESCRIPTION $3LVD$3LVD$3LVD$3LVD2345678ABCDEF3.56.51G4.34.95.56.2MED GAS1102MECHANICALROOM1101PATIENTCORRIDOR1100PAUSE1006PUBLICTLT.1005VEST.1004PUBLICTLT1003CORRIDOR1007STAIR-11001-1LARGEEXAM1103CLEANSUPPLY1200EXAM1104COLLAB.ZONE1201MED/ POC1202EXAM1105PAT.TLT.1106COLLAB.ZONE1203EXAM1107EXAM1108MD WORK1204RECEIVING1901CORRIDOR1900LINENHOLD.1919GENERALSTORAGE1918STAIR-11902-1ELEC1903STAFFTLT.1904STAFFTLT.1905COFFEE1917SOILED1205EXAM1306EXAM1305PAT.TLT.1304EXAM1303EXAM1302LARGEEXAM1301CORRIDOR1007VESTIBULE1000WHEELCHAIRSTORAGE1009PAUSE1008CORRIDOR1007RECEPTION1400WORK1401ADMIN1402ADMIN1403MAMMOGRAPHY1407CHANGING1406ULTRASOUND1405MAMMOGRAPHYWAITING1404X-RAY1411MAMMOGRAPHYREADING1408PATIENTCORRIDOR1300RADIOLOGYWAITING1409TECHWORK1412X-RAY1413CHANGING1414CHNG.1407LOUNGE1906RAD.READING1907RAD.READING1908RAD.READING1909STAFFTLT.1910LACTATION1911SUPPORTSERVICES1912JAN.1913CORRIDOR1900PATIENTCORRIDOR1500ELEC.1916DATA1915SOILED1605COLLAB.ZONE1914MD WORK1604EXAM /PROCEDURE1506EXAM1505PAT.TLT.1504EXAM1503EXAM1502EXAM1501CHECK-IN1700CLEAN1601COLLAB.ZONE1600MED/ POC1602PT GYM1701TREATMENT1703TREATMENT1704PAT. TLT.1705WORK1706STORAGE1707TREATMENT1708HANDTHERAPY17091236"3"3"5896666664" DSN1112106"116" DSN131413146"6"6"116" DSN6"1314116" DSN1"1/2"1/2"1 1/4"WPCOLAV-AWC-ASINK-ASINK-A6"6"1 1/2"19281/2"3/4"3/4"1/2"1/2"1/2"1/2"3/4"3/4"3/4"1/2"1/2"1/2"4849474747484951494847471 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"3/4"3/4"19281 1/2"1"1"3/4"1/2"1/2"3/4"1 1/2"2 1/2"WC-A23204"28191 1/2"4"19212229223019EWC-A31DPCOWC-ALAV-ALAV-AWC-ASINK-ASINK-ASINK-ASINK-ALAV-ASINK-A47SINK-ASINK-A1/2"1/2"1/2"1/2"1"3/4"1"2"1"3/4"3/4"2"1 1/4"1/2"1/2"1 1/2"SINK-A1/2"1/2"47191928191 1/2"1 1/2"1 1/2"194"2"4"30203/4"1"2"1/2"1/2"1 1/2"1/2"1/2"1 1/2"1 1/2"2"38494748SINK-ASINK-A47SINK-A47SINK-A471/2"1/2"2"1"3/4"2"3/4"3/4"1/2"1/2"WC-AWC-A42LAV-A484948EWC-ALAV-A3149514"224137DPCO1 1/2"191 1/2"1 1/2"1 1/2"2"3"2"192140191 1/2"1 1/2"1/2"1/2"1/2"1/2"1/2"1/2"19DPCO1928183/4"1 1/2"2 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1928191919191/2"1/2"1 1/2"1 1/2"2"1 1/2"284319333"3"34113"19SINK-A647SINK-A471/2"1/2"3/4"3/4"1/2"3/4"3/4"1/2"1 1/2"DPCO1943381 1/2"1 1/2"2"2"221 1/2"2"1 1/2"1 1/2"1 1/2"1928191 1/2"1 1/2"1 1/2"1 1/2"191 1/2"1 1/2"1 1/2"1919SINK-A471/2"1/2"1 1/2"1 1/2"1 1/2"19281 1/2"38391 1/2"2"2"22194319SINK-A47SINK-A473/4"3/4"3/4"SINK-A47192"1 1/2"431 1/2"1/2"1/2"3/4"3/4"3/4"2819SINK-A471 1/2"1928DPCOSINK-A471/2"1/2"1/2"1/2"1 1/2"2"2"1"1"3/4"1 1/2"1"1 1/2"19WC-A482328EWC-A51SINK-A47SINK-A43193/4"1"2"1"LAV-A49SINK-A471928202"22LAV-A49WC-A48SINK-A471 1/2"1/2"1/2"28292"4"4"4"1 1/2"4"4"1930SINK-A471/2"1/2"4"4"2930193/4"1 1/4"2"1 1/2"1 1/2"DPCO1 1/2"2"1 1/2"1 1/2"1 1/2"1943192819SINK-B4719192"1 1/2"1 1/2"1/2"1/2"1 1/2"1"3/4"1 1/2"1"3/4"SINK-A471 1/2"304"DPCOWC-A482320502423282"3/4"3/4"DPCO3/4"1"1 1/2"432"223/4"1"1 1/2"MSS-A28SINK-A47SINK-A471 1/2"3/4"3/4"3/4"204"4"1 1/2"4"4"1 1/2"22292230191 1/2"2"2"2"353520GCOGCOSINK-ALAV-A494724WH2424247243/4"3"2"2"2"232323232419222422291932323243"3"3424EW-B1/2"1/2"1/2"1/2"1521205222DRP-A3"2"3" FD-B3" FD-A3" FD-A3" FD-ADPCO3" FD-A523" FD-B3"3"3"2"4" FD-A261/2"3"4"21223"1716DPCO3/4"2"2"IWIW3/4"6"6"25222329192321272"3" DSN3619292228222819232828281"1 1/4"IWIWIWIWIW1 1/4"1 1/4"444546292229WHWHWHWHWHWHWHWH(1.0 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)2220GCOP-4001IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:P-1022018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPFIRST FLOOR PLAN -PLUMBINGFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1FIRST FLOOR - PLUMBINGDRAWING NOTES:1. PROVIDE 6" COMBINED WATER SERVICE DOWN TO BELOW FLOOR WITH GATE VALVE AND TAMPER SWITCH. PROVIDE 6" COMBINED WATER SERVICE UP WITH 6x4x3 REDUCING TEE. PROVIDE 3" C PIPING TO DOMESTIC WATER METER AND BACKFLOW PREVENTER. PROVIDE 4" FP PIPING UP FROM TEE TO FIRE PROTECTION SYSTEM. REFER TO FIRE PROTECTION DRAWINGS FOR CONTINUATION OF FP PIPING.2. PROVIDE 3" C WITH STRAINER. INSTALL WATER METER FURNISHED BY WATER AUTHORITY. PROVIDE 3" C FROM WATER METER TO BACKFLOW PREVENTER ASSEMBLY.3. PROVIDE 3" REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER COMPLETE. PROVIDE 4" INDIRECT WASTE (IW) WITH 6" FUNNEL BELOW RELIEF PORT DRAIN OF RPZ. ROUTE IW THROUGH EXTERIOR WALL AND TERMINATE 12" MIN. ABOVE GRADE. INSTALL RPZ IN ACCORDANCE WITH ALL LOCAL CODES AND DEPT. OF HEALTH REQUIREMENTS.4. PROVIDE PROVIDE 3" PRIMARY AND SECONDARY STORM PIPING UP TO ROOF DRAINS.5. PROVIDE DOMESTIC HOT WATER RECIRCULATION PUMP COMPLETE. PROVIDE 3/4"HWR TO PUMP INLET AND OUTLET. COORDINATE POWER REQUIREMENTS WITH DIV. 26.6. PROVIDE BALANCE VALVE ARRANGEMENT AT END OF H/HWR BRANCH MAIN CIRCUIT. SET TO GPM NOTED. REFER TO HOT WATER RECIRCULATION BALANCE VALVE ARRANGEMENT DETAIL ON P-700.7. PROVIDE 3/4" RPZ BACKFLOW PREVENTER FOR HVAC MAKE-UP WATER CONNECTION.PROVIDE 1-1/2" IW WITH AIR GAP FITTING FROM RPZ RELIEF PORT DRAIN DOWN TO FLOOR DRAIN. CONNECTION TO HVAC EQUIPMENT BY DIV. 23.8. PROVIDE OXYGEN (O2) MANIFOLD & (6) O2 CYLINDER TANKS COMPLETE. PROVIDE 1/2" O2 AND 1/2" VENT TO MANIFOLD. ROUTE O2 UP TO ZONE VALVE BOXES WITHIN BUILDING. ROUTE VENT UP THROUGH ROOF. REFER TO CYLINDER SUPPLY SYSTEM DETAIL ON P701.9. PROVIDE CARBON DIOXIDE (CO2) MANIFOLD & (4) CO2 CYLINDER TANKS COMPLETE. PROVIDE 1/2" CO2 AND 1/2" VENT TO MANIFOLD. ROUTE CO2 UP TO ZONE VALVE BOXES WITHIN BUILDING. ROUTE VENT UP THROUGH ROOF. REFER TO CYLINDER SUPPLY SYSTEM DETAIL ON P701.10. PROVIDE 1/2" O2, 1/2" O2 VENT, 1/2" CO2, 1/2" CO2 VENT, 1/2" AIR & 1/2" AIR VENT UP.11. PROVIDE SECONDARY STORM TO DSN. MOUNT DSN AT 18" ABOVE FINISHED GRADE.12. PROVIDE 4" PRIMARY AND SECONDARY STORM UP. PROVIDE 4" PRIMARY STORM DOWN TO BELOW FLOOR SLAB.13. PROVIDE 6" PRIMARY AND SECONDARY STORM UP.14. PROVIDE 6”PRIMARY STORM DOWN TO BELOW FLOOR SLAB.15. PROVIDE COMPRESSED AIR (AIR) MANIFOLD & (4) COMPRESSED AIR CYLINDER TANKS COMPLETE. PROVIDE 1/2" AIR AND 1/2" VENT TO MANIFOLD. ROUTE AIR UP TO ZONE VALVE BOXES WITHIN BUILDING. ROUTE VENT UP THROUGH ROOF. REFER TO CYLINDER SUPPLY SYSTEM DETAIL ON P701.16.WATER TO WATER HEAT PUMP LOOP HEAT EXCHANGERS BY DIV. 23.17.PROVIDE 3" H & C AND CONNECT TO DOMESTIC SIDE OF HEAT EXCHANGERS.18.PROVIDE 3" C, 2-1/2" H AND 3/4" HWR TO BUILDING DOMESTIC WATER DISTRIBUTION SYSTEM. PROVIDE 2-1/2" C, 2" H AND 3/4" HWR UP TO SECOND FLOOR. PROVIDE 2-1/2" C. 1-1/2" H AND 3/4" HWR TO FIRST FLOOR.19.PROVIDE 1-1/2" SAN UP TO SECOND FLOOR.20.PROVIDE 4" SAN DOWN TO BELOW FLOOR.21.PROVIDE 3" SAN UP TO SECOND FLOOR.22.PROVIDE 2" V UP TO SECOND FLOOR.23.PROVIDE 2" V DOWN TO BELOW FLOOR.24.PROVIDE WALL HYDRANT. PROVIDE 3/4" C TO WALL HYDRANT.25.PROVIDE 3" V UP TO SECOND FLOOR.26.PROVIDE WALL MOUNTED EYE/FACE WASH WITH EMERGENCY MIXING VALVE. PROVIDE 1/2" H&C DOWN TO EMERGENCY MIXING VALVE AND 1/2" TEMPERED WATER FROM MIXING VALVE TO EYE/FACE WASH VALVE. PROVIDE 1-1/2" SAN ANDV TO EYEWASH. PROVIDE 2" SAN DOWN TO BELOW FLOOR. REFER TO EYEWASH STATION WITH MIXING VALVE DETAIL ON DRAWING P-700.27.PROVIDE 1-1/2" V UP TO SECOND FLOOR.28.PROVIDE 2" SAN DOWN TO BELOW FLOOR.29.PROVIDE 4" SAN UP TO WATER CLOSET.30.PROVIDE 4" SAN UP TO SECOND FLOOR.31.PROVIDE 4" SAN UP TO SECOND FLOOR AND DOWN TO BELOW FLOOR.32.PROVIDE 3" STORM DOWN TO BELOW GRADE. PROVIDE RECTANGULAR TO ROUND TRANSITION FITTING ABOVE GRADE TO CONNECT 3" STORM TO 4X3 ALUMINUM DOWNSPOUT. DOWNSPOUT PROVIDED BY OTHERS.33.PROVIDE 3" PRIMARY AND SECONDARY STORM UP TO SECOND FLOOR.34.PROVIDE 3" STORM DOWN TO BELOW FLOOR.35.PROVIDE 2" PUMPED DISCHARGE FROM ELEVATOR SUMP PUMP INTO INDIRECT WASTE PIPING. REFER TO ELEVATOR SUMP PUMP DETAIL ON P-700.36.PROVIDE 4" HUB DRAIN ABOVE CEILING. PROVIDE 2" IW FROM ELEVATOR SUMP PUMPS INTO HUB DRAIN. PROVIDE ELECTRIC SOLENOID TRAP PRIMER VALVE WITH 1/2" C TIED INTO HUB DRAIN. REFER TO TRAP PRIMER FOR HUB DRAIN DETAIL ON P-700. PROVIDE DRAIN PAN UNDER HUB DRAIN ABOVE CEILING.37.PROVIDE 2" PUMPED DISCHARGE DOWN TO SUMP PUMP AND UP TO SECOND FLOOR.38.PROVIDE H, C & HWR PIPING AND COORDINATE ROUTING WITH STRUCTURAL BEAM INLOCATION INDICATED.39. PROVIDE 1-1/2" V DOWN TO BELOW COUNTER. PROVIDE 1-1/2" SAN FROM BELOW COUNTER TO SINK. PROVIDE 2" SAN DOWN TO BELOW FLOOR.40.PROVIDE 3" SAN DOWN TO BELOW FLOOR.41.PROVIDE 4" SAN WITH TRAP UP TO MOP SERVICE SINK.42.PROVIDE 1-1/2" C DOWN TO WATER CLOSETS.43.PROVIDE 2" SAN UP TO SECOND FLOOR.44.PROVIDE 1-1/4" INDIRECT WASTE DOWN TO ABOVE 6" MOP SERVICE SINK.45.PROVIDE 1" IW TO FAN COIL UNIT. FAN COIL UNIT PROVIDED BY DIV. 23.46. PROVIDE 1" IW UP TO SECOND FLOOR.47.PROVIDE SINK COMPLETE. PROVIDE 1/2" H&C, 1-1/2" SAN AND V TO SINK.48.PROVIDE WATER CLOSET COMPLETE. PROVIDE 1" C AND 4" SAN TO WATER CLOSET.49.PROVIDE LAVATORY COMPLETE. PROVIDE 1/2" H&C, 1-1/2" SAN AND V TO LAVATORY.50.PROVIDE MOP SERVICE SINK COMPLETE. PROVIDE 3/4" H&C, 3" SAN TO MOP SERVICESINK.51.PROVIDE ELECTRIC WATER COOLER WITH BOTTLE FILLER COMPLETE. PROVIDE 1/2"C, 1-1/2" SAN AND V TO ELECTRIC WATER COOLER.52.PROVIDE 3" SAN WITH TRAP UP TO FLOOR DRAIN.NUMBER DATE ISSUED BY DESCRIPTION 2345678ABCDEF3.56.51G4.34.95.56.213/4"222222236"6"55STAFFTLT.2603EXAM2305AUDIOLOGY2306EXAM2310EXAM2311LARGEEXAM2312EXAM2502EXAM2503EXAM2303EXAM2302LARGEEXAM2501PAUSE2009PUBLICTLT.2003PUBLICTLT.2005JAN.2602STAFFTLT.2607COLLAB.ZONE2404VEST.2004STAIR-21001-2EYE EXAM2123EYE EXAM2124EYE EXAM2125LASERDIAG.EXAM2126CATARACTDIAG.EXAM2127COLLAB.ZONE2203CLEANSUPPLY2402COLLAB.ZONE2400CONSULT2401COFFEE2612MD WORK2205COFFEE2609EXAM/PROCEDURE2506EXAM2505EXAM2308PATIENTCORRIDOR2300MD WORK2405PAT. TLT.2118PAT. TLT.2116STAFFCOLLAB.2114SUBWAIT2119CLEANSUPPLY2201ELEC.2611EXAM/PROCEDURE2307OFFICE2129STORAGE2128CASHIER2101EYE EXAM2120STORAGE2121STAIR-21902-2EYE EXAM2110EYE EXAM2109DATA2610SOILEDHOLDING2406SOILEDHOLDING2206PAT. TLT.2309CORRIDOR2103MECHANICALROOM2007PHOTO.DIAG.EXAM2108OCT DIAG.EXAM2107OPTICIAN2102LARGEEXAM2301OPTICAL2100VF DIAG.EXAM2106COLLAB.ZONE2200PAT. TLT.2304MED/ POC2403PAT. TLT.2504CORRIDOR2600SOILED2112EYE EXAM2113CORRIDOR2117EYE EXAM2122CORRIDOR2130PAUSE2006PAUSE2008PATIENTCORRIDOR2500WORKSTATIONS2608STERILIZATION2618STAFFTLT.2606MDLOUNGE2605STAFFLOUNGE2604EYE EXAM2111CORRIDOR20001 1/2"21 1/2"1/2"1/2"SINK-A71/2"3/4"3/4"1/2"1 1/2"1 1/2"61/2"1 1/2"3"SINK-A7SINK-A71/2"1 1/4"LAV-A8WC-A9SINK-A713143"1011122"1 1/2"21 1/2"1 1/2"4"1 1/2"1/2"4"6WC-ALAV-A81510101 1/2"4"1616SINK-A7SINK-A1/2"1/2"1 1/2"LAV-A8SINK-A71 1/2"10113/4"3/4"2"2"1011SINK-A71/2"1/2"LAV-A810WC-A91516EWC-A171861 1/2"2"4"2"4"1 1/2"WC-A915LAV-A83/4"1"2"3/4"1"2"1 1/2"2 1/2"1/2"1/2"SINK-A71/2"1/2"1/2"1 1/2"1"1 1/2"1 1/2"1 1/2"1"3/4"2 1/2"1 1/2"3/4"1 1/2"SINK-A71/2"1/2"1 1/2"SINK-A71 1/2"1/2"1/2"1/2"SINK-ASINK-A71 1/2"1010131011MSS-A192"2"1 1/2"202110LAV-A8WC-A92262315163/4"2"3/4"1/2"1/2"2"3/4"3/4"1 1/2"SINK-A71/2"1/2"1 1/2"1 1/2"1 1/2"SINK-A71010112"14SINK-A72 1/2"1 1/2"3/4"2"10111/2"1/2"1 1/2"2"1"3/4"2"1 1/2"2"241110SINK-A71/2"1/2"SINK-A7SINK-A3" FD-B3" FD-B43"2"2"2"3"2"2561325136263"3"27283/4"3/4"1/2"1 1/2"SINK-A7101 1/2"1 1/2"1 1/2"10291010SINK-A7SINK-A74"15LAV-A810WC-A93/4"3/4"1/2"1 1/2"1 1/2"2"1 1/4"1/2"3/4"1"2"1 1/2"1 1/2"SINK-A71010291/2"1/2"SINK-A710SINK-A7111011SINK-A73/4"2 1/2"1 1/2"1/2"1/2"1 1/2"1 1/2"2"3/4"3/4"EWC-A171 1/2"LAV-A8LAV-A83010166311515WC-AWC-A923/4"3/4"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"SINK-B7101110SINK-A73/4"3/4"2"1/2"1/2"4"SINK-D71/2"1/2"LAV-A81 1/2"2"3/4"1"1"15WC-A9161610LAV-A8143/4"3/4"3/4"1/2"1/2"2"2"2"SINK-A7SINK-A72"1 1/2"10101/2"1/2"3/4"3/4"1/2"1/2"3/4"3/4"2"1 1/2"SINK-A761 1/2"1 1/2"SINK-A75SINK-A71"1"3/4"1 1/2"1 1/2"1 1/2"10291010SINK-A71/2"1/2"3/4"1"2"SINK-A7103/4"1"2"SINK-A710111110SINK-A761/2"1/2"2"2"1 1/4"1/2"1/2"1510LAV-A8SINK-A7SINK-A7SINK-A7291010103/4"1"1/2"3/4"1"1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"3"3" RD-A33(1.0 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)514321434IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:P-1032018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSECOND FLOOR PLAN -PLUMBINGFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1SECOND FLOOR - PLUMBINGDRAWING NOTES:1. PROVIDE 2-1/2”C, 2”H AND 1”HWR DOWN TO SECOND FLOOR AND UP TO THIRD FLOOR.2. PROVIDE BALANCE VALVE ARRANGEMENT AT END OF H/HWR BRANCH MAIN CIRCUIT. SET TO GPM NOTED. REFER TO HOT WATER RECIRCULATION BALANCE VALVE ARRANGEMENT DETAIL ON P-700.3. PROVIDE 1/2”O2, 1/2”O2 VENT, 1/2”CO2, 1/2”CO2 VENT UP AND DOWN.4. PROVIDE 4”PRIMARY AND SECONDARY STORM UP AND DOWN.5. PROVIDE 6”PRIMARY AND SECONDARY STORM UP AND DOWN.6. PROVIDE 2" V UP TO THIRD FLOOR.7. PROVIDE SINK COMPLETE. PROVIDE 1-1/2" SAN & V, 1/2" H&C TO SINK.8. PROVIDE LAV COMPLETE. PROVIDE 1-1/2" SAN & V, 1/2" H&C TO LAV.9. PROVIDE WC COMPLETE. PROVIDE 4" SAN, 2" V, 1" C TO WC.10. PROVIDE 1-1/2" SAN UP TO SINK OR LAV.11. PROVIDE 1-1/2" SAN DOWN TO FIRST FLOOR.12. PROVIDE 3" SAN WITH TRAP UP TO MSS. PROVIDE 1-1/2" V UP.13. PROVIDE 3" SAN DOWN TO FIRST FLOOR.14. PROVIDE 2" V DOWN TO FIRST FLOOR.15. PROVIDE 4" SAN UP TO WC. PROVIDE 2" V UP.16. PROVIDE 4" SAN DOWN TO FIRST FLOOR.17. PROVIDE EWC COMPLETE. PROVIDE 1-1/2" SAN & V, 1/2" C TO EWC.18. PROVIDE 1-1/2" SAN UP TO EWC.19. PROVIDE MSS COMPLETE. PROVIDE 3" SAN, 1-1/2" V, 3/4" H&C TO MSS.20. PROVIDE 1-1/2" PUMP DISCHARGE DOWN TO ELEVATOR SUMP PUMP. REFER TO ELEVATOR SUMP PUMP DETAIL ON P-700.21. PROVIDE 1-1/2" PUMP DISCHARGE DOWN TO MOP SINK. TERMINATE ABOVE FLOOD RIM OF MOP SINK.22. PROVIDE 3" SAN WITH TRAP UP TO MSS. PROVIDE 1-1/2" V UP.23. PROVIDE 2" SAN WITH TRAP UP TO SHR. PROVIDE 1-1/2" V UP.24. PROVIDE 3" V UP TO THIRD FLOOR.25. PROVIDE 3" SAN WITH TRAP UP TO FLOOR DRAIN.26. PROVIDE 2" V UP AND DOWN.27. PROVIDE 3" PRIMARY AND SECONDARY STORM UP TO ROOF DRAIN.28. PROVIDE 3" PRIMARY AND SECONDARY STORM DOWN TO FIRST FLOOR.29. PROVIDE 2" SAN DOWN TO FIRST FLOOR.30. PROVIDE 1-1/2" V DOWN TO FIRST FLOOR.31. PROVIDE 1-1/2" SAN TO EWC, PROVIDE 1-1/2" SAN TO BACK TO BACK LAVS. ROUTE PIPING WITHIN WALL TO 4" SAN STACK.32. PROVIDE 3" SAN WITH TRAP UP TO HUB DRAIN. PROVIDE 1-1/2" V UP.33. PROVIDE DUAL OUTLET ROOF DRAIN. PROVIDE PRIMARY AND SECONDARY STORM PIPING TO ROOF DRAIN.34.PROVIDE 4" SAN UP TO CLINICAL SINK.NUMBER DATE ISSUED BY DESCRIPTION 2345678ABCDEF3.56.514.34.95.56.2CO2O2VACO2CO2VACO2VACCO2O2CO2VACO2CO2VACO2ZVBVACCO2O2VACCO2O2CO2VACO2ZVBZVBO2VACVACO2O2VACO2VACO2VACVACO2AAPAAP3/4"1 1/2"2 1/2"1322222222445677CLEANSUPPLY3226EXAM3303EXAM3302LARGEEXAM3301ELEC3612EXAM3503EXAM3502STAFFTLT.3604PUBLICTLT.3003PUBLICTLT.3005MED3228PAT. TLT.3209PREP/RECOV.3210PREP/RECOV.3204VEST.3101NURSESTATION3227LARGEEXAM3501STAIR-31902-3JAN.3603STAFFTLT.3608VEST.3004STAIR-31001-3CLEANPROCESSING3218MECHROOM3100COFFEE3613STOR.3103LAB3614EQUIP/SUPPLYSTORAGE3216SOILED3219EXAM3305EXAM/PROCEDURE3306PATIENTCORRIDOR3300EXAM3505EXAM/PROCEDURE3506COLLAB.ZONE3404COFFEE3610MD WORK3406CLEANSUPPLY3402CONSULT3401COLLAB.ZONE3400SOILEDWORK3223PAT. TLT.3225STAFFTLT.3224CORRIDOR3230EQUIP.3222DATA3611SOILEDHOLDING3405PREP/RECOV.3211VEST.3105PREP/RECOV.3203CONSULT3201CONSULT3202PREP/RECOV.3205PROCEDURE/ENDOSCOPY3220E.S.3221STOR.3104WORKROOM3229PREP/RECOV.3206PREP/RECOV.3207PREP/RECOV.3208CORRIDOR3200PAT. TLT3304MED/ POC3403PAT. TLT.3504CLEANSCOPESTORAGE3217PROCEDURE/ENDOSCOPY3215PROCEDURE/ENDOSCOPY3214CORRIDOR3600STAFFLOUNGE3605MDLOUNGE3606STAFFTLT.3607WORKSTATIONS3609PATIENTCORRIDOR3500PAUSE3007PAUSE3008PAUSE3006CORRIDOR3000CONFERENCE31024"4"6"6"4"4"4"4"4"4"4"4"4"4"4"4"91012111111111311111111138883" RD-AP-1042AIRCO2AIRAIRAIRVACAIRVACEW-AEW-A3" FD-B3" FD-B3" FD-B11SINK-A143/4"3/4"VACAIR1/2"1/2"1/2"2"1 1/2"1/2"1/2"1/2"1/2"4ZVBSINK-A141 1/2"1/2"1/2"3/4"1/2"1/2"2"2"1 1/2"23MSS-A2426232"2"2"2"17SINK-ASINK-A14141/2"1/2"1 1/2"LAV-A151/2"1/2"LAV-A152"WC-A16WC-A161"2"1 1/2"3/4"1"2"2"3/4"1"2"1/2"1/2"3/4"1"2"1 1/4"1/2"1/2"1/2"1/2"1"1 1/2"1/2"1/2"1 1/2"SINK-A14SINK-A141/2"1 1/4"2"WC-A16LAV-A15261 1/2"1/2"3/4"WC-A16LAV-A151/2"1 1/4"1 1/2"2"EWC-A271 1/2"1/2"3/4"SINK-A14777777SINK-A143/4"3/4"1/2"1/2"3/4"3/4"SINK-A14SINK-A141 1/2"3/4"3/4"3/4"SINK-A14SINK-A143"281 1/2"263/4"1/2"3"1/2"1/2"1 1/2"1 1/2"2"WC-A16LAV-A151/2"3/4"1/2"3/4"3/4"1/2"1/2"3/4"3/4"3/4"3/4"2"1"3/4"SINK-A14SINK-A14SINK-ASINK-A14SINK-A1/2"1/2"3/4"1 1/2"1/2"1/2"3/4"1/2"1/2"1 1/2"2"2"262"2"2"3/4"1"1 1/2"1"1"3/4"1"1 1/2"1 1/2"1"3/4"1/2"1/2"1/2"3/4"3/4"1"1 1/2"WC-A16LAV-A15MSS-A24SHR-A292314SINK-A1/2"1 1/2"3/4"3/4"17SINK-A1414SINK-A3/4"3/4"1/2"1 1/2"2"1 1/2"1/2"1/2"14SINK-A1 1/2"2"2"EWC-A272"26LAV-A15LAV-A152"WC-A16WC-A303/4"1 1/2"2 1/2"2 1/2"1 1/2"3/4"3/4"1 1/2"2 1/2"1/2"1/2"3/4"1 1/2"2 1/2"3/4"3/4"2"1 1/2"14SINK-B1 1/2"1"3/4"1 1/2"3/4"3/4"SINK-A141 1/2"2"2"1/2"1/2"LAV-A15WC-A163/4"3/4"2"SINK-A14SINK-A14SINK-A23262"1/2"1/2"1/2"1/2"2"2"3/4"1"1/2"1/2"1311SINK-A141 1/2"3/4"3/4"3/4"3/4"3/4"3/4"1/2"1/2"2"SINK-A141 1/2"3/4"3/4"1/2"1 1/2"1/2"1/2"3/4"3/4"1/2"SINK-A14SINK-A141 1/2"1/2"1/2"1 1/2"1/2"1/2"SINK-A142"1 1/2"1 1/4"1/2"WC-A162"1/2"1/2"LAV-A153/4"3/4"3/4"1 1/2"3/4"1"2"SINK-A143/4"3/4"3/4"1 1/2"SINK-B141/2"1/2"SINK-A14SINK-A142"231/2"3/4"3/4"(2.0 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)(0.5 GPM)23262326312826232"1/2"232"1/2"2632CS-A333BCLEANPROCESSING3218SOILED3219CLEANSCOPESTORAGE32171/2"1/2"AIRAIRVACVACAIRAIRAIRVAC1/2"1/2"3/4"3/4"1 1/2"1 1/2"1"1"1 1/2"1 1/2"2"2"2"1 1/2"1/2"SINK-A14EW-A17EW-A1718192021SINK-CSINK-C14ZVB221/2"1/2"3/4"3/4"201 1/2"25LAV-A153/4"14IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:P-1042018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPTHIRD FLOOR PLAN -PLUMBINGFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1THIRD FLOOR - PLUMBINGDRAWING NOTES:1. PROVIDE 2-1/2”C, 2”H, 1”HWR DOWN TO SECOND FLOOR.2. PROVIDE BALANCE VALVE ARRANGEMENT AT END OF H/HWR BRANCH MAIN CIRCUIT. SET TO GPM NOTED. REFER TO HOT WATER RECIRCULATION BALANCE VALVE ARRANGEMENT DETAIL ON P-700.3. PROVIDE PACKAGED DUPLEX MEDICAL VACUUM PUMPS AND RECEIVER TANK COMPLETE.PROVIDE 1-1/2”VAC TO INTAKE POINT OF CONNECTION.PROVIDE 2”VAC EXHAUST FROM VAC PUMPS UP THROUGH ROOF.INSTALL VAC SILENCER FURNISHED WITH VAC PUMPS. REFER TO MEDICAL VACUUM PLANT DETAIL ON P-700.4. PROVIDE ZONE VALVE BOX WITH INTEGRAL PRESSURE SENSORS.PROVIDE WIRING FROM PRESSURE SENSORS TO COMBINATION ALARM PANEL.PROVIDE ¾”VAC, ½“O2, ½“CO2 TO ZONE VALVE BOX. PROVIDE LABEL WITHIN ZVB LISTING ROOMS SERVED.5. PROVIDE ZONE VALVE BOX WITH INTEGRAL PRESSURE SENSORS.PROVIDE WIRING FROM PRESSURE SENSORS TO COMBINATION ALARM PANEL.PROVIDE ¾”VAC, ½“O2 TO ZONE VALVE BOX. PROVIDE LABEL WITHIN ZVB LISTING ROOMS SERVED.6. PROVIDE COMBINATION MASTER AND AREA ALARM PANEL. PROVIDE CONTROL WIRING FROM PANEL TO EQUIPMENT AND TO TRANSDUCERS AT ZONE VALVE BOXES. COORDINATE WITH EC FOR ALARM PANEL POWER REQUIREMENTS.7. PROVIDE 1/2”O2 AND 3/4”VAC DOWN TO OUTLETS IN HEADWALL. HEADWALL BY G.C.8. PROVIDE 1/2”O2, 1/2”CO2 AND 3/4”VAC DOWN TO OUTLETS IN HEADWALL. HEADWALL BY G.C.9. PROVIDE 1/2”O2, 1/2”CO2, 1/2" A VENTS AND 2”VAC EXHAUST UP THROUGH ROOF.10. PROVIDE 1/2”O2, 1/2”O2 VENT, 1/2”CO2, 1/2”CO2 VENT, 1/2" A, 1/2" A VENT DOWN TO SECOND FLOOR.11. PROVIDE 4”PRIMARY AND SECONDARY STORM UP TO ROOF DRAINS.12. PROVIDE 4”PRIMARY AND SECONDARY STORM DOWN TO SECOND FLOOR.13. PROVIDE 6”PRIMARY AND SECONDARY STORM DOWN TO SECOND FLOOR.14. PROVIDE SINK COMPLETE. PROVIDE 1-1/2" SAN & V, 1/2" H&C TO SINK.15. PROVIDE LAV COMPLETE. PROVIDE 1-1/2" SAN & V, 1/2" H&C TO LAV.16. PROVIDE WC COMPLETE. PROVIDE 4" SAN, 2" V, 1" C TO WC.17. PROVIDE EMERGENCY EYEWASH COMPLETE. PROVIDE EMERGENCY TEMPERING VALVE WITHIN CASEWORK. PROVIDE 1/2" H&C FROM ADJACENT SINK SUPPLIES TO TEMPERING VALVE. PROVIDE 1/2" TEMPERED WATER TO EYEWASH. REFER TO EMERGENCY MIXING VALVE AND DRENCH HOSE EYEWASH CONNECTIONS DETAIL ON P-700.18. PROVIDE AIR OUTLET. PROVIDE 1/2" AIR TO OUTLET.19. PROVIDE VAC INLET. PROVIDE 3/4" VAC TO INLET.20. PROVIDE 1/2" H&C TO MIXING VALVE FOR MEDIVATOR. SEE MEDIVATOR SUPPLY PIPING SCHEMATIC ON DRAWING P-700.21. PROVIDE 3" HUB DRAIN UP. TERMINATE AT 18" AFF. HUB DRAIN FOR (2) MEDIVATOR WASTE HOSES. COORDINATE LOCATION OF HUB DRAIN WITH MFR'S INSTRUCTIONS.22. PROVIDE ZONE VALVE BOX. PROVIDE 3/4" VAC, 1/2" A TO ZONE VALVE BOX. PROVIDE LABEL WITHIN ZVB LISTING ROOMS SERVED.23. PROVIDE 2" V DOWN TO SECOND FLOOR.24. PROVIDE MSS COMPLETE. PROVIDE 3" SAN, 1-1/2" V, 3/4" H&C TO MSS.25. PROVIDE 1-1/2" V DOWN TO SECOND FLOOR.26. PROVIDE 3" V UP TO 3" VTR.27. PROVIDE EWC COMPLETE. PROVIDE 1-1/2" SAN & V, 1/2" C TO EWC.28. PROVIDE 3" V DOWN TO SECOND FLOOR.29. PROVIDE SHR COMPLETE. PROVIDE 2" SAN, 1-1/2" V, 1/2" H&C TO SHR.30. PROVIDE DUAL OUTLET ROOF DRAIN COMPLETE. PROVIDE PRIMARY AND SECONDARY STORM PIPING TO ROOF DRAIN.31. PROVIDE 3/4" IW FROM HUMIDIFIER TO ABOVE FLOOR DRAIN. PROVIDE DRAIN TEMPERING VALVE WITH 1/2" C. REFER TO HUMIDIFIER DRAIN DETAIL ON P-701.32.PROVIDE 1" IW TO FAN COIL UNIT AND DOWN TO SECOND FLOOR.33.PROVIDE CLINICAL SINK COMPLETE WITH FAUCET AND FLUSH VALVE. PROVIDE 1-1/4"C AND 1/2" H DOWN TO CLINCAL SINK; PROVIDE 1/2" H&C TO FAUCET AND 1" TO FLUSH VALVE SERVING CLINICAL SINK. PROVIDE 4" SAN TO CLINICAL SINK.1/4" = 1'-0"2THIRD FLOOR - PLUMBING - Callout 1NUMBER DATE ISSUED BY DESCRIPTION E12P-4001' - 2"6" COMBINED DOMESTICAND FIRE SERVICE3" GATE VALVESTRAINER3" RPZ BFP3" WATER METER3"3" TO BUILDING6" DRAIN WITHINSECT SCREEN213FIRST FLOOR0' -0"3' - 0"3"6"6"6"COMBINED DOMESTICAND FIRE SERVICE6" TO FIRE SERVICE3" RPZ BFP3" WATER METERSTRAINER213IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:P-4002018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPENLARGED PLANS -PLUMBINGFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/2" = 1'-0"1PARITAL FIRST FLOOR PLAN - PLUMBING1/2" = 1'-0"2Section 1NUMBER DATE ISSUED BY DESCRIPTIONBACKFLOW PREVENTER DEVICE NOTES:A.DEVICE SHALL BE A MINIMUM 30 INCHES AND MAXIMUM OF60 INCHES ABOVE FINISHED FLOOR.B.MAINTAIN A MINIMUM OF 12 INCHES OF CLEAR SPACE ABOVE THE DEVICE.C.MAINTAIN A MINIMUM OF 30 INCHES OF CLEAR SPACE IN FRONT OF THE DEVICE.D.MAINTAIN A MINIMUM OF 8 INCHES OF CLEAR SPACE BEHIND THE DEVICE.E.MAINTAIN A MINIMUM OF 2" AIR GAP BETWEEN THE DEVICE RELIEF PORT AND THE TOP OF THE DEVICE DRAIN OR TWICE THE RELIEF PORT OPENING.F.MAINTAIN A MINIMUM OF 18" CLEARANCE BETWEEN DEVICE RELIEF PORT OUTLET AND FINISHED GRADE.BILL OF MATERIALS:1.REDUCED PRESSURE ZONE ASSEMBLY (RPZ): RPZ FOR DOMESTIC WATER SYSTEM. WATTS, 3" RPZ, MODEL LF909-NRS, WITH RESILIENT SEATED OS&Y GATE VALVES WITH NON RISING STEMS.2.DOMESTIC WATER METER FURNISHED BY THE CITY OF ITHACA WATER DEPARTMENT.3.WYE PATTERN EPOXY COATED CAST IRON STRAINER, LEAD FREE RATED FOR DOMESTIC SERVICE, WATTS 3" STRAINER MODEL 77F-DI-FDA-125. 4/17/2020 10:19:48 AM 4/17/2020 10:19:59 AM 4/17/2020 10:16:44 AM 2 3 A B C D E F 1 G 1 1 6"GWS/R UP THROUGH SLAB TO MECHANICAL ROOM ABOVE. 6" GWR 6" GWS IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-100 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP FOUNDATION PLAN - PIPING -HVAC FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/8" = 1'-0"1 PARTIAL FOUNDATION PLAN -HVAC-PIPING DRAWING NOTES: 1. PROVIDE GWS/R PIPING FROM 5'-0" OF BUILDING EDGE INTO BUILDING. FOR CONTINUATION OF PIPING ON SITE, SEE SITE DRWAINGS. FOR CONTINUATION OF PIPING UP INTO BUILDING, SEE PLANS ON SHEET H-401. NUMBER DATE ISSUED BY DESCRIPTION 1" = 80'-0"2 KEY PLAN -OVERALL 2 3 4 5 6 7 8 A B C D E F 3.5 6.51 G 4.3 4.9 5.5 6.2 VAV-0108 VAV-0107 VAV-0104 VAV-0105 VAV-0106VAV-0109 VAV-0110 VAV-0117VAV-0118 VAV-0119 VAV-0125 VAV-0123 VAV-0124VAV-0121VAV-0120VAV-0116VAV-0115 VAV-0111VAV-0112VAV-0113VAV-0103VAV-0102 VAV-0114 VAV-0101 H-400 1 12"x8" (1 1/2"L) 12"x10" (1 1/2"L) 8"x6" (1 1/2"L) 10"x8" (1 1/2"L) PAUSE 1006 PUBLIC TLT. 1005 VEST. 1004 PUBLIC TLT 1003 STAIR-1 1001-1 VESTIBULE 1000 WHEELCHAIR STORAGE 1009 CORRIDOR 1007 RECEPTION 1400 ADMIN 1403 MAMMOGRAPHY 1407 ADMIN 1402 WORK 1401 ULTRASOUND 1405 MAMMOGRAPHY WAITING 1404 CHANGING 1406 MAMMOGRAPHY READING 1408 PATIENT CORRIDOR 1300PAT. TLT. 1304 EXAM 1303 EXAM 1302 LARGE EXAM 1301 CLEAN SUPPLY 1200 COLLAB. ZONE 1201 LARGE EXAM 1103 EXAM 1104 EXAM 1105PATIENT CORRIDOR 1100 PAT. TLT. 1106 COLLAB. ZONE 1203 MECHANICAL ROOM 1101 MD WORK 1204 EXAM 1108 LINEN HOLD. 1919 GENERAL STORAGE 1918 RECEIVING 1901 STAIR-1 1902-1 ELEV. 3 ELEC 1903 STAFF TLT. 1904 STAFF TLT. 1905 LOUNGE 1906 CHANGING 1414 RADIOLOGY WAITING 1409 CHNG. 1407 X-RAY 1411 TECH WORK 1412 X-RAY 1413 DATA 1915 EXAM / PROCEDURE 1506 EXAM 1505 EXAM 1503 EXAM 1502 COLLAB. ZONE 1600 CLEAN 1601 TREATMENT 1703 TREATMENT 1704 PAT. TLT. 1705 WORK 1706 STORAGE 1707 TREATMENT 1708 HAND THERAPY 1709 COLLAB. ZONE 1914 SOILED 1605 LACTATION 1911 SUPPORT SERVICES 1912 JAN. 1913 PATIENT CORRIDOR 1702 PAUSE 1008 EXAM 1501 12"x10" (1 1/2"L)18"x12" (1 1/2"L) 14"x12" (1 1/2"L) 8"x6" (1 1/2"L)10"x6" (1 1/2"L) 12"x10" (1 1/2"L) 10"x8" (1 1/2"L)10"x8" (1 1/2"L) 10"x8" (1 1/2"L) 10"x8" (1 1/2"L) 8"x6" (1 1/2"L) 10"x8" (1 1/2"L) LV-02 LV-04 OFFICE 1606 CHECK-IN 1700 EXAM 1107 10"x8" 10"x8" 10"x8" 8"ø 14"x12" 12"x12" 18"x12" 8"ø 8"ø 30"x14"36"x14"48"x14" 10"x8" 10"x8" (1 1/2"L) 10"x8" 8"ø 6"ø 8"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 8"ø 8"ø 8"x4" 6"ø 16"x14" 20"x14" 6"ø 6"ø 6"ø 10"x8" 12"ø 12"x10" 6"ø 6"ø 8"x6" 28"x14"32"x14" 8"ø 6"ø 6"ø 8"ø10"x10" 6"ø 6"ø 10"x8"12"x10" 6"ø6"ø 6"ø 10"x10" 10"x8"6"ø 6"ø 6"ø 8"ø 8"ø 8"ø 12"x10" 8"ø 6"ø 10"ø 8"ø 6"ø 10"x8" 6"ø 6"ø 6"ø 8"x8"6"ø 12"x8" 6"ø 6"ø 10"x8" 6"ø 12"x10" 6"ø 8"x4" 14"x4" 14"x4" 6"ø12"x8" 12"x10" 8"x6" 12"x10" 8"ø 6"ø 6"ø6"ø6"ø 10"x8" 6"ø 10"x8"14"x12" 10"x10" 12"x4" 10"x6" 12"x10" 12"x12" 10"x8" 6"ø 8"ø 10"x8" 10"x8" 8"ø 10"ø14"x12" 18"x12" 6"ø 8"x6" 8"ø 10"x8" 8"ø 6"ø 6"ø 14"x8" 8"ø 8"ø 6"ø 10"x8" 10"x8" 18"x14"34"x14"12"x10" 12"x10" (1 1/2"L) 8"x4" 8"x4" 8"x4" ø6" 8"x4" ø6" 8"x6"14"x6" ø10"ø10" 14"x6" 14"x6" ø10" 16"x12" (1 1/2"L) 8"ø 10"x8" 26"x14" (1 1/2"L) 16"x12" 8"ø 6"ø 10"x8" 6"ø 10"x8" 6"ø 26"x14" (1 1/2"L)DW 16"x10" 32"x14" (1 1/2"L)DW 6"ø 6"ø 32"x14"22"x14" 10"x8" 6"ø 8"ø 6"ø 6"ø 24"x14" (1 1/2"L)DW 32"x14" (1 1/2"L)DW 8"x6" 8"x8" 8"x6" 10"x8" (1 1/2"L) 10"x8" 8"ø 8"ø 12"x10"24"x14"8"ø 14"x8" 6"ø 6"ø 8"ø 6"ø 10"ø 18"x14" 18"x12" ø8"12"x10" 12"x10" 12"x10" (1 1/2"L) 12"x10" 8"ø 8"ø 8"ø 10"x8" 6"ø 6"ø6"ø 8"x6" 8"ø 8"ø 12"x10" 6"ø 12"x10" 18"x12" 10"ø 10"ø 10"x12" 14"x6" 12"x10" (1 1/2"L) 14"x8" SOILED 1205 EXAM 1306 EXAM 1305 CORRIDOR 1900 CORRIDOR 1900 COLLAB. ZONE 1603 MD WORK 1604 STAFF TLT. 1910 RAD. READING 1909 RAD. READING 1908 RAD. READING 1907 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 3 4 5 5 6"ø 6"ø 2 2 ø10" ø10" 6"ø 2 12"x10" 6 7 34"x14" (1 1/2"L)DW16"x10"34"x14"48"x14" (1 1/2"L)DW 10"x8" 12"x10" 12"X10" (1 1/2"L) 10"x8" 32"x14"32"x14" 1 FCU-01 1 1 14"x12" 8"x6" 14"x10" 10"ø 10"x8" 14"x10" (1 1/2"L) 10"x8" (1 1/2"L) 48"x14" 8 8 8 8 8 FD FD FD FD FD FD FD FD FD FD FD ø6" ø6" 6"⌀ 8 VAV-0122 6"ø 8"x4" ø6" 14"x8" 6"ø 10"x8" 10"x10" 10"ø 8"ø 8"ø EF-01 58"x22"58"x22"22"x58"22"x58"EF-03 WWHP-02 WWHP-01 WWHP-03 20"x20" (1 1/2"L)DW 48"x24" (1 1/2"L)DW 26"x14" (1 1/2"L)DW 26"x14" (1 1/2"L)DW 6"x4" ø6"ø8" 12"x10" 8"ø 6"ø 6"ø 12"x8" 6"ø 12"x8"10"x10" 6"ø 6"ø 8"x8"6"ø 6"ø 6"ø 8"ø 6"ø 6"ø 6"ø 6"ø 10"x8" 6"ø 8"x8" 8"x8" 8"x8" 8"x8" ø10"ø10" 6"ø FD 8"x8" 8"x6" 6"ø FD 6"ø 6"ø ø6"6"ø 6"ø 6"ø 6"ø 8"ø 6"ø 6"ø FD IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-101 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP FIRST FLOOR PLAN - HVAC -DUCTWORK FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/8" = 1'-0"1 FIRST FLOOR PLAN -HVAC -DUCTWORK DRAWING NOTES: 1. PROVIDE VAV TERMINAL UNIT PER DETAIL 5 ON SHEET H-702. 2. PROVIDE LINEAR SLOT DIFFUSER IN 6" WIDE CEILING SYSTEM. 3. PROVIDE SUPPLY DUCT DOWN FROM AHU-01 IN MECHANICAL ROOM 2007 ON FLOOR ABOVE. SEE DETAIL 4 ON SHEET H-700. FOR CONTINUATION SEE SHEET H-102. 4. PROVIDE RETURN DUCT UP TO AHU-01 IN MECHANICAL ROOM 2007 ON FLOOR ABOVE. FOR CONTINUATION SEE SHEET H-102. 5. PROVIDE EXHAUST DUCT DOWN FROM MECHANICAL ROOM 2007 ON FLOOR ABOVE. FOR CONTINUATION SEE SHEET H-102. 6.BALANCE OPEN ENDED DUCT RETURN AIR DAMPER TO 2790 CFM. 7.BALANCE OPEN ENDED DUCT RETURN AIR DAMPER TO 1350 CFM. 8.PROVIDE RETURN BOOT PER DETAIL 6 ON SHEET H-702. GENERAL NOTES: A. TEMPERATURE CONTROLS SHOWN ON SHEET H-104 FOR CLARITY. B. ALL REGISTERS, GRILLES, AND DIFFUSERS ARE SCHEDULED ON SHEET H-604. C. REFER TO ENLARGED MECHANICAL ROOMS ON SHEET H-400 FOR DUCT SIZES AND EQUIPMENT TAGS. NUMBER DATE ISSUED BY DESCRIPTION FD FD FD 2 3 4 5 6 7 8 A B C D E F 3.5 6.51 G 4.3 4.9 5.5 6.2 H-400 2 VAV-0224 VAV-0227 VAV-0223 42"x14" (1 1/2"L)DW 24"x14"20"x14" VAV-0222 VAV-0220 VAV-0217 VAV-0225 VAV-0215VAV-021332"x14"22"x14" 20"x14" 28"x14"38"x14"40"x14" 26"x14" (1 1/2"L)DW 18"x14"18"x12" 40"x14" (1 1/2"L)DW VAV-0219 VAV-0216 VAV-0214 VAV-0212VAV-0203 VAV-0204 VAV-0210VAV-0211VAV-0209VAV-0202VAV-0201VAV-0208 VAV-0205 VAV-0207 VAV-0226STAIR-2 1001-2 PAUSE 2009 PUBLIC TLT. 2003 VEST. 2004 PUBLIC TLT. 2005 PAUSE 2006 CORRIDOR 2000 PAUSE 2008 MECHANICAL ROOM 2007 VF DIAG. EXAM 2106 OCT DIAG. EXAM 2107 PHOTO. DIAG. EXAM 2108 CORRIDOR 2103 PRE-TEST 2104 PAT. TLT. 2116 CASHIER 2101 OPTICAL 2100 OPTICIAN 2102 STORAGE 2128 OFFICE 2129 CLEAN SUPPLY 2201CATARACT DIAG. EXAM 2127 LASER DIAG. EXAM 2126 STAFF COLLAB. 2114 EYE EXAM 2125 EYE EXAM 2124 EYE EXAM 2123 EYE EXAM 2122 STORAGE 2121SOILED 2112 EYE EXAM 2113 EYE EXAM 2120 EYE EXAM 2111 EYE EXAM 2110 EYE EXAM 2109 STAIR-2 1902-2 JAN. 2602 STAFF TLT. 2603 STAFF LOUNGE 2604 MD WORK 2205 COLLAB. ZONE 2203 SOILED HOLDING 2206 AUDIOLOGY 2306 EXAM 2305 MD LOUNGE 2605 STAFF TLT. 2606 STAFF TLT. 2607 WORKSTATIONS 2608 MD WORK 2405 COLLAB. ZONE 2404 EXAM/ PROCEDURE 2307 ELEC. 2611 DATA 2610 EXAM 2308 STERILIZATION 2618 COFFEE 2609 SOILED HOLDING 2406 EXAM/ PROCEDURE 2506 EXAM 2505 EXAM 2303 EXAM 2310 EXAM 2311EXAM 2302 COLLAB. ZONE 2400 CLEAN SUPPLY 2402 EXAM 2503 EXAM 2502 PATIENT CORRIDOR 2500 CONSULT 2401 LARGE EXAM 2312 LARGE EXAM 2301 LARGE EXAM 2501 26"x14"26"x14" (1 1/2"L)DWCOLLAB. ZONE 2200 PAT. TLT. 2309 PAT. TLT. 2504 PAT. TLT. 2118 CORRIDOR 2130 14"x6"14"x6" 14"x6" 12"x12" 12"x12" (1 1/2"L) 8"ø 8"ø 8"ø 8"ø 6"ø 8"ø 10"x8" (1 1/2"L) 6"ø 14"x10" 8"ø 12"x10" (1 1/2"L) 16"x12" (1 1/2"L) 12"x10" (1 1/2"L) 10"ø 16"x12" 8"ø 6"ø 10"x8" 6"ø 10"x6" 10"x8" (1 1/2"L) 8"ø 8"ø 8"x14" 8"ø 6"ø 8"ø 8"ø 10"x8"8"ø 8"ø 8"ø 8"ø 10"x10" 12"x8" (1 1/2"L) 12"x8" 8"x6" 10"x8" 8"x6" (1 1/2"L) 10"x8" (1 1/2"L) 8"ø10"x10" 12"x10" 10"x8" 6"ø 6"ø 6"ø ø6" 8"ø 6"ø 8"ø 10"x10" 6"ø 10"x8" (1 1/2"L) 10"x8" 6"ø 6"ø 6"ø 8"ø 12"x10" 12"x10" (1 1/2"L) 10"ø 6"ø 8"ø8"ø 6"ø 6"ø 6"ø 12"x10" 6"ø 6"ø 8"ø 6"ø 6"ø 8"ø 8"ø ø10" 12"x8" 12"x10" ø10" 12"x8" ø10" 12"x8" 18"x12" 12"x8" 18"x12" (1 1/2"L) 12"x10" 8"x6" 18"x12" 8"ø 12"x8" (1 1/2"L) 6"ø 8"ø 6"ø 6"ø 8"ø 6"ø 8"x8" (1 1/2"L) 8"ø 6"ø 8"ø 10"x8" 6"ø 6"ø 8"ø 6"ø 10"x8" (1 1/2"L) 10"x8" 6"ø 8"x8" 12"x8" 6"ø 6"ø 12"x8" 8"ø 12"x10"12"x10" (1 1/2"L) 8"ø 8"ø 6"ø 6"ø 12"x10"12"x8" 10"x10" (1 1/2"L) 8"ø 8"ø 10"x10" ø10" 8"x8" 14"x12" (1 1/2"L) 8"x8" 8"x4" 8"x6" 8"x4" 8"x4" ø6" ø6" ø6"ø6" 8"x4" 6"ø 10"x6" (1 1/2"L) 8"ø8"x6" 10"x6" ø10" ø10" 10"x6" 10"x6"ø10" 14"x12" 6"ø 6"ø 6"ø 8"x8" (1 1/2"L)6"ø 8"x8" 6"x8" 6"ø 8"x8" 38"x14" (1 1/2"L) 6"ø 6"ø 10"x8" 10"x8" (1 1/2"L)6"ø 10"ø 10"x8" 10"x8" VAV-0218 VAV-0221 10"x8" 6"ø 6"ø 10"x8" (1 1/2"L) 10"x8" 6"ø 6"ø 6"ø 6"ø 6"ø 12"x10" 10"x8" 6"ø 6"ø 6"ø 6"ø 8"ø 10"x8" (1 1/2"L) 10"x8" 6"ø 6"ø 6"ø ø10" 10"x8" 8"ø 10"x8" (1 1/2"L) 8"ø 10"x10" 10"x8" 8"ø 12"x10" 14"x10" 10"x10" (1 1/2"L) 10"x8" 12"x8" (1 1/2"L) 6"ø 6"ø 6"ø 8"ø 14"x12"12"x10"10"x8" 10"x8" 8"ø 8"ø 10"ø 12"x10" 6"ø 6"ø 8"x6" (1 1/2"L) ø8"6"ø 10"x8" (1 1/2"L) 10"x8" 10"x8" (1 1/2"L) 10"x8" 10"x8" 12"x8" 1 1 1 1 1 1 1 1 1 1 1 1 1 VAV-02061 1 1 1 1 1 1 1 1 1 1 1 2 3 4 4 5 6"ø 18x12 UP 7 H-302 7 6 10"x8" 12"x10" ø10" 8"ø 1 10"x8" (1 1/2"L)16"x14"16"x14" 8 8 8 8 8 8 FD FD FD FD FD FD FD FD FD FD FD FD 8"x14" ø10" ø10" 8"ø 6"ø LV-01 60"x144" 34"x34"60"x144" LV-03 34"x34"34"x34"70"x18"AHU-01 AHU-02 22"x22" (1 1/2"L)DW28"x18" (1 1/2"L)DW48"x22" (1 1/2"L)DW 48"x48" (1 1/2"L)DW 10"x10" 6"ø 6"ø 8"ø FCU-02 6"ø 6"ø 10"x8" ø14"8"ø 10"x10" 14"x10" 12"x10" 10"ø 12"x12" 18"x12" 6"ø 8"x8" 6"ø 8"ø 6"ø 6"ø 6"ø 6"ø 6"ø 8"ø 6"ø 6"ø 38"x14" 10"x8" 38"x14" 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 8"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 4"x6" 4"ø 4"ø IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-102 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP SECOND FLOOR PLAN - HVAC -DUCTWORK FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/8" = 1'-0"1 SECOND FLOOR PLAN -HVAC -DUCTWORK DRAWING NOTES: 1. PROVIDE VAV TERMINAL UNIT PER DETAIL 5 ON SHEET H-702. 2. PROVIDE SUPPLY DUCT FROM AHU-01 DOWN TO FLOOR BELOW. FOR CONTINUATION SEE SHEET H-101. 3. PROVIDE RETURN DUCT FROM FLOOR BELOW TO AHU-01. FOR CONTINUATION SEE SHEET H-101. 4. PROVIDE EXHAUST DUCT DOWN TO FLOOR BELOW. FOR CONTINUATION SEE SHEET H-101. 5. PROVIDE EXHAUST DUCT UP TO FLOOR ABOVE. FOR CONTINUATION SEE SHEET H-103. 6.BALANCE OPEN ENDED DUCT RETURN AIR DAMPER TO 3045 CFM. 7.BALANCE OPEN ENDED DUCT RETURN AIR DAMPER TO 1110 CFM. 8.PROVIDE RETURN BOOT PER DETAIL 6 ON SHEET H-702. GENERAL NOTES: A. TEMPERATURE CONTROLS SHOWN ON SHEET H-104 FOR CLARITY. B. ALL REGISTERS, GRILLES, AND DIFFUSERS ARE SCHEDULED ON SHEET H-604. C. REFER TO ENLARGED MECHANICAL ROOMS ON SHEET H-400 FOR DUCT SIZES AND EQUIPMENT TAGS. NUMBER DATE ISSUED BY DESCRIPTION FD 2 3 4 5 6 7 8 A B C D E F 3.5 6.51 G 4.3 4.9 5.5 6.2 AHU-04 H-400 3 PAUSE 3006 PUBLIC TLT. 3005 PUBLIC TLT. 3003 STAIR-3 1001-3 PAUSE 3008 PAUSE 3007 CONSULT 3401 CLEAN SUPPLY 3402 LARGE EXAM 3501 LARGE EXAM 3301 PREP/ RECOV. 3205 PREP/ RECOV. 3206 EXAM 3302 EXAM 3303 PREP/ RECOV. 3207 PREP/ RECOV. 3208 PAT. TLT 3304 PAT. TLT. 3209 EXAM 3305 PREP/ RECOV. 3210 PREP/ RECOV. 3211 EXAM/ PROCEDURE 3306 LAB 3614 COFFEE 3613 ELEC 3612 DATA 3611 MD WORK 3406 COLLAB. ZONE 3404 MED/ POC 3403 EXAM 3503 PAT. TLT. 3504 EXAM 3505 EXAM/ PROCEDURE 3506 SOILED HOLDING 3405 COFFEE 3610 PATIENT CORRIDOR 3500 PREP/ RECOV. 3204 PREP/ RECOV. 3203CONSULT 3202 CONSULT 3201 STOR. 3103 VEST. 3101 CONFERENCE 3102 CORRIDOR 3200 STAFF TLT. 3224 SOILED WORK 3223 PAT. TLT. 3225 NURSE STATION 3227 CLEAN SUPPLY 3226 MED 3228WORK ROOM 3229 EQUIP. 3222 E.S. 3221 STOR. 3104 PROCEDURE/ ENDOSCOPY 3220 SOILED 3219 CLEAN PROCESSING 3218 CLEAN SCOPE STORAGE 3217 EQUIP/ SUPPLY STORAGE 3216 PROCEDURE/ ENDOSCOPY 3215 PROCEDURE/ ENDOSCOPY 3214 STAIR-3 1902-3 JAN. 3603 STAFF TLT. 3604 STAFF LOUNGE 3605 MD LOUNGE 3606 STAFF TLT. 3607 STAFF TLT. 3608 WORKSTATIONS 3609 CORRIDOR 3200 CORRIDOR 3230 CORRIDOR 3000 COLLAB. ZONE 3400VAV-0309VAV-0310 VAV-0305VAV-0304 VAV-0306 46"x14" (1 1/2"L)DW 42"x14"36"x14"18"x14" 28"x14" VAV-0314 VAV-0308 2 VAV-0402 VAV-0404 VAV-0401 VAV-407 VAV-0408 VAV-0409VAV-0410 VAV-0406VAV-0405 VAV-0403 46"x14"36"x14"28"x12" RAV-04 12"ø 12"ø 12"ø RAV-02RAV-03 12"ø12"ø 10"ø 10"ø 10"ø 10"ø 12"ø 10"ø 10"ø RAV-01 8"ø 8"ø 12"x8" 8"ø 6"ø 8"ø 14"x10" 12"x10"10"ø 10"ø8"ø 6"ø 8"ø 8"ø 8"ø 14"x12" 8"ø 12"x12" 12"ø 8"ø 8"ø 8"ø 8"ø6"ø6"ø 6"ø 42"x14" 6"ø 12"x10" 12"x8" 6"ø 10"x8" 6"ø 8"x8" 6"ø8"ø 12"x10" 6"ø 12"x10" ø10" 18"x12" 12"x8" 6"ø 10"x8" 6"ø 6"ø 8"x8" 6"ø 8"ø 12"x10" VAV-0312 12"x10" (1 1/2"L) 8"ø 12"x10" 8"ø 8"ø 14"x10" VAV-0313 14"x10" (1 1/2"L) 12"x10" 16"x12" (1 1/2"L) 16"x12" 12"x8" 8"ø 14"x10" 16"x12" 10"x8" 8"x6" VAV-0311 8"x6" (1 1/2"L)8"x6" ø6" 10"x8"VAV-0302 10"x8" (1 1/2"L)12"x8" VAV-0303 12"x8" (1 1/2"L)12"x10" 6"ø 8"ø 8"ø 10"x10"8"ø 8"ø 10"x10" 8"ø 12"x10"VAV-030712"x10" 8"ø 12"x10" 12"x10" 8"ø 8"ø 6"ø 6"ø VAV-031514"x12" (1 1/2"L) 10"x8" (1 1/2"L) 10"x8"14"x12" 14"x12" 6"ø 8"ø 14"x6"14"x6" ø10" 12"x10" 8"x8" 16"x12" 10"ø 8"ø 6"ø 16"x12" (1 1/2"L) 12"x10" (1 1/2"L) 12"x10" (1 1/2"L) 8"x14" 8"ø 8"ø 8"ø VAV-0301 14"x10" (1 1/2"L) 14"x10" 8"ø 6"ø 6"ø 8"x14" 8"ø 8"ø 8"ø 46"x14" 14"x10" 10"x8" 6"ø 8"ø 8"ø 6"ø 14"x10" 12"x14" 12"ø12"ø 12"x10" 14"x12" 12"x10" 10"ø 6"x6" 14"x10" 10"x14" 8"ø 14"x10" 10"x10" 6"ø 6"ø 6"ø 8"ø 6"ø 8"ø 14"x10" 14"x12" 12"ø TYP.3 20"x14" 14"x12"12"øTYP.3 10"x10" 6"ø 6"ø6"ø 18"x12" 6"ø 18"x12" 6"ø 18"x16" 8"ø6"ø 12"ø 12"ø 6"ø 10"ø 6"ø 6"ø 10"x8" 8"ø 8"x6" 8"x4" ø6" 8"x4" ø6" 10"ø 10"ø 6"ø 6"ø8"ø 8"ø 6"ø 6"ø 8"ø 6"ø 8"ø 6"x4" ø6" EXAM 3502 VEST. 3004 MECH ROOM 3100 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 18"x12" 10"x8" 18"x12" 12"x8" ø10" ø10" 12"x8"12"x8" ø10" ø10" 6"ø 16"x12" 14"x10" 14"x6" 3 H-302 6 H-302 7 H-302 1 H-303 2 H-303 3 H-303 5 6 4 7 7 7 7 7 7 77 7 10"ø 14"x10" 10"ø 10"x10" 20"x14" 20"x14" 14"x10" 34"x14" 66"x14"66"x14" (1 1/2"L)DW 8 42"x14" 42"x14" 8"x6" 8"x6" 10"x8" (1 1/2"L) 12"x10" (1 1/2"L) 12"x8" (1 1/2"L) 40"x14"40"x18" 12"x10" (1 1/2"L) 8"x8" (1 1/2"L) FD FD FD FD FD FD FD FD FD ø10" 10"ø 6"ø 10"x8" 6"ø 12"x10" ø10" 12"x8" ø10" 12"x8" 14"x10" 8"ø 6"ø 40"x18" (1 1/2"L)DW 8"ø FD 8"ø 9 AHU-03 32"x26"26"x26"AAD AAD LV-06 60"x124" 28"x28" (1 1/2"L)DW 26"x26"32"x26"26"x26" 26"x26" LV-05 60"x124" 18"x14" (1 1/2"L)DW 46"x14" (1 1/2"L)DW 6"ø 6"ø 10"x8"16"x12"6"ø 6"ø 8"ø FD FD FD FD FD FD 8"ø 6"ø 6"ø 6"ø 6"ø8"ø 6"ø 6"ø 8"ø 12"x8" 10"ø 8"ø 8"ø 8"ø FCU-03 6"ø FD 6"ø 6"ø 8"ø 7 7 FD FD FD 8"ø 6"ø 4"x6" 6"x4" 6"ø 6"ø FD IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-103 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP THIRD FLOOR PLAN - HVAC -DUCTWORK FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/8" = 1'-0"1 THIRD FLOOR PLAN -HVAC -DUCTWORK DRAWING NOTES: 1. ROVIDE VAV TERMINAL UNIT PER DETAIL 5 ON SHEET H-702. 2. PROVIDE EXHAUST DUCT DOWN TO FLOOR BELOW. FOR CONTINUATION SEE SHEET H-102. 3. PROVIDE EXHAUST DUCT UP TO ROOF MOUNTED EF-02. FOR CONTINUATION SEE SHEET H-104. 4.BALANCE OPEN ENDED DUCT RETURN AIR DAMPER TO 2780 CFM. 5.BALANCE OPEN ENDED DUCT RETURN AIR DAMPER TO 1200 CFM. 6.BALANCE OPEN ENDED DUCT RETURN AIR DAMPER TO 1380 CFM. 7.PROVIDE RETURN BOOT PER DETAIL 6 ON SHEET H-702. 8.TERMINATE DOUBLE WALL DUCTWORK AT THIS LOCATION WITHIN MECHANICAL ROOM. 9.BALANCE OPEN ENDED DUCT RETURN AIR DAMPER TO 500 CFM. GENERAL NOTES: A. TEMPERATURE CONTROLS SHOWN ON SHEET H-104 FOR CLARITY. B. ALL REGISTERS, GRILLES, AND DIFFUSERS ARE SCHEDULED ON SHEET H-604. C. REFER TO ENLARGED MECHANICAL ROOMS ON SHEET H-400 FOR DUCT SIZES AND EQUIPMENT TAGS. NUMBER DATE ISSUED BY DESCRIPTION WAP 2 3 4 5 6 7 8 A B C D E F 3.5 6.51 G 4.3 4.9 5.5 6.2 LOUNGE 1906 RAD. READING 1909 EXAM 1107 GENERAL STORAGE 1918 CLEAN SUPPLY 1200 EXAM 1303 EXAM 1302 STAFF TLT. 1904 EXAM 1503 EXAM 1105 EXAM 1104 LARGE EXAM 1103 EXAM 1305 COFFEE 1917 PAT. TLT. 1504 PUBLIC TLT. 1005 PUBLIC TLT 1003 MED GAS 1102 VESTIBULE 1000 EXAM 1306 VEST. 1004 WHEELCHAIR STORAGE 1009 PAUSE 1002 PATIENT CORRIDOR 1100 EXAM 1108 ELEC 1903 EXAM 1505 SOILED 1605 TREATMENT 1704 WORK 1706 STORAGE 1707 MD WORK 1604 COLLAB. ZONE 1600 CLEAN 1601 X-RAY 1411 PATIENT CORRIDOR 1500 MAMMOGRAPHY 1407 RECEPTION 1400 ULTRASOUND 1405 CHNG. 1407 CHANGING 1414 MAMMOGRAPHY READING 1408 PATIENT CORRIDOR 1300 MAMMOGRAPHY WAITING 1404 TECH WORK 1412 RADIOLOGY WAITING 1409 COLLAB. ZONE 1201 HAND THERAPY 1709 TREATMENT 1708 RECEIVING 1901 ELEC. 1916 EXAM / PROCEDURE 1506 SUPPORT SERVICES 1912 DATA 1915 STAIR-1 1902-1 LARGE EXAM 1301 ADMIN 1402 EXAM 1501 EXAM 1502 TREATMENT 1703 CHECK-IN 1700 PAT. TLT. 1106 PAT. TLT. 1304 PAT. TLT. 1705 COLLAB. ZONE 1914LINEN HOLD. 1919 SOILED 1205 PATIENT CORRIDOR 1702 JAN. 1913 LACTATION 1911 PAUSE 1006 PT GYM 1701 CORRIDOR 1007 PAUSE 1008 STAIR-1 1001-1 CORRIDOR 1900 MECHANICAL ROOM 1101 UH-01 6"GWSVAV-0107 VAV-0108 VAV-0104 VAV-0105 VAV-0106 VAV-0102 VAV-0103VAV-0101 VAV-0109 VAV-0110 VAV-0111 VAV-0112 VAV-0113 VAV-0114 VAV-0115 VAV-0116 VAV-0117VAV-0118 VAV-0119 VAV-0121 VAV-0120 VAV-0122 VAV-0124VAV-0123 VAV-0125 CUH-01 CUH-03 UH-04 FTR-C 7'-0" FTR-B 14'-0" FTR-B 5'-10" FTR-B 14'-0" FTR-B 2'-8" FTR-A 15'-10" FTR-A 20'-6" FTR-A 3'-2"FTR-A 13'-6" FTR-A 28'-0" FTR-A 9'-8" FTR-B 5'-10" FTR-B 22'-4" FTR-B 22'-4" 1 H-302 CB-01 3/4"3/4" 1/2"1/2" 1/2"1/2"1/2"1/2"1 1/2"1 1/2" 3/4" 1/2" 1/2" 1/2" 1" 1/2" 3/4" 1/2" 1/2" 1/2" 1/2" 3/4"3/4"1 1/2" 1 1/2"3/4" 3/4" 1/2"1/2" 1/2" 1" 3/4" 3/4" 3/4" 1/2" 1/2" 1/2" 1/2"1/2" 1/2"1/2" 1" 1"1/2"1/2" 1/2"1/2"1 1/2"1 1/2" 3/4"3/4" 1/2"1/2" 1/2"1/2" 1 1/2" 1 1/2" 1/2"1/2" 1/2"1/2" 3/4"3/4" 1 1/2"1 1/2" 3/4"3/4" 1/2"1/2" 1" 1"1/2"1/2" 1/2" 1/2" 2 1/2"2 1/2" 1" 1" 1/2"1/2"3/4"3/4" 1/2"1/2" 1"1"2 1/2"2 1/2" 2"2" 2"HWS/R STACKED 1 1/2" 1 1/2" 1/2" 3/4"1/2" 1 1/2"1 1/2"3/4"3/4" 3/4"3/4" 1/2"1/2"1"1"1/2"1/2" 1 H-801 2 H-801 1 H-802 H-401 1 1"CWS/R UP 1"CWS/R DN FCU-01 CB-02 1/2"1/2" 1/2"1/2" 1"1" 1" 1" 3/4" 3/4"3/4" 1 1/2"1 1/2"1"1" STAFF TLT. 1905 RAD. READING 1907 RAD. READING 1908 STAFF TLT. 1910 CORRIDOR 1900 CORRIDOR 1007 CORRIDOR 1007 WORK 1401 ADMIN 1403 CHANGING 1406 MED/ POC 1202 COLLAB. ZONE 1203 MD WORK 1204 X-RAY 1413 OFFICE 1606HWRHWSHWR HWS HWS HWR HWR HWS HWS HWRHWSCWR CWS HWSHWRHWRHWSHWR HWS HWSHWRHWRHWS HWS HWRHWSHWRHWRHWRHWSHWRHWSHWR HWR HWSHWR HWS HWR HWS HWRHWS HWR HWS T T T T T T T T T T T T T VAV-0103 VAV-0116 VAV-0101 VAV-0102 VAV-0113 VAV-0112 VAV-0111 VAV-0109 VAV-0106 VAV-0105 VAV-0104 T VAV-0107 VAV-0108 VAV-0110 T T T VAV-0118 VAV-0123 T T T TVAV-0119VAV-0117 VAV-0125 VAV-0124 T VAV-0121 T T T T VAV-0122 T VAV-0120 FCU-01 VAV-0114 VAV-0115 1 1 1 2 2 2 2 2 2 2 2 2 2 2 12 2 2 2 2 2 2 2 2 2 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 6 67 7 8 1/2" 1/2" 1 1/2" 1 1/2" 1/2" 1/2" 1" 1"1" 1" 1"1" 1/2" 1"1" 4" HWS 2 1/2" HWS 2 1/2" HWR 1 1/2" CWS 1 1/2" CWS 1 1/2" CWR 4" HWRP-06B P-06A ET-03 B-02 B-01 GMU-01 ET-02 P-05B P-05A ET-01 P-01B P-01A HX-02A HX-02B P-02B P-02A WWHP-01 WWHP-02 WWHP-03 P-04A P-04B P-03A P-03B FTR-E 5'-6' HX-03B HX-03A 4" CWR 4" CWS 5" CWS 5" CWR 4" HWS 4" HWR 6" SWS6" SWS 5" CWS 5" CWR 5" CWS 4" HWS 4" HWS 4" HWR 6" GWR 4" HWR 3" HWR 3" HWS AS-02 4" CWR 1 1/2" CWR 4" CWS P-07 6" GWS AS-01 AS-03 4" HWS 4" HWR 3" HWR 3" HWS 6" GWR 3" HWR 3" HWS FTR-E 2'-0' 1/2"1/2" 910 10 1/2" 1/2"FTR-E 2'-0'9 1/2" 1/2" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-104 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP FIRST FLOOR PLAN - HVAC -PIPING FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/8" = 1'-0"1 FIRST FLOOR PLAN -HVAC -PIPING DRAWING NOTES: 1. PROVIDE HWS/R PIPING TO VAV PER DETAIL 3 ON SHEET H-701. 2. PROVIDE HWS/R PIPING TO VAV PER DETAIL 4 ON SHEET H-701. 3. PROVIDE HWS/R PIPING TO CUH PER DETAIL 5 ON SHEET H-701. 4. PROVIDE HWS/R PIPING TO FTR PER DETAIL 6 ON SHEET H-701. 5. PROVIDE HWS/R PIPING TO UH PER DETAIL 7 ON SHEET H-701. 6. PROVIDE CWS/R PIPING TO CB PER DETAIL 8 ON SHEET H-701. 7. PROVIDE CB AT LOCATION SHOWN, MOUNT TO UNDERSIDE OF INTERMEDIATE STEEL. 8. PROVIDE CWS/R PIPING TO FCU PER DETAIL 9 ON SHEET H-701. 9. PROVIDE HWS/R PIPING TO FTR PER DETAIL 12 ON SHEET H-701. 10. PROVIDE SHUT-OFF VALVES IN VERTICAL BELOW MAINS. NUMBER DATE ISSUED BY DESCRIPTION GENERAL NOTES: A. REFER TO ENLARGED MECHANICAL ROOMS ON SHEET H-400 FOR DUCT SIZES AND EQUIPMENT TAGS. 2 3 4 5 6 7 8 A B C D E F 3.5 6.51 G 4.3 4.9 5.5 6.2 UH-02 MECHANICAL ROOM 2007 PAUSE 2006 OPTICAL 2100 VF DIAG. EXAM 2106 OCT DIAG. EXAM 2107 PHOTO. DIAG. EXAM 2108 EYE EXAM 2109 EYE EXAM 2110 EYE EXAM 2111 STAIR-2 1902-2 JAN. 2602 STAFF TLT. 2603 CORRIDOR 2600 STORAGE 2121 SOILED 2112 EYE EXAM 2113 EYE EXAM 2120 STAFF COLLAB. 2114 PAT. TLT. 2116 PAT. TLT. 2118 CORRIDOR 2103 CASHIER 2101 VEST. 2004 PUBLIC TLT. 2005 PUBLIC TLT. 2003 STAIR-2 1001-2 STORAGE 2128 OFFICE 2129 OPTICIAN 2102 CATARACT DIAG. EXAM 2127 CLEAN SUPPLY 2201 LASER DIAG. EXAM 2126 EYE EXAM 2125 EYE EXAM 2124 EYE EXAM 2123 EYE EXAM 2122 STAFF LOUNGE 2604 MD WORK 2205 COLLAB. ZONE 2203 SOILED HOLDING 2206 COFFEE 2612 AUDIOLOGY 2306 EXAM 2305 PAT. TLT. 2304 EXAM 2303 EXAM 2302 LARGE EXAM 2301 LARGE EXAM 2312 EXAM 2311 EXAM 2310 PAT. TLT. 2309 EXAM 2308 EXAM/ PROCEDURE 2307 ELEC. 2611 DATA 2610 STAFF TLT. 2606 STAFF TLT. 2607 WORKSTATIONS 2608 STERILIZATION 2618 COFFEE 2609 MD WORK 2405 EXAM/ PROCEDURE 2506 EXAM 2505 PAT. TLT. 2504 MED/ POC 2403 COLLAB. ZONE 2400 CLEAN SUPPLY 2402 CONSULT 2401 LARGE EXAM 2501 EXAM 2502 EXAM 2503 PAUSE 2008 CORRIDOR 2000 CORRIDOR 2600 CORRIDOR 2600 PAUSE 2009 COLLAB. ZONE 2404 MD LOUNGE 2605 VAV-0224 VAV-0227 VAV-0223 VAV-0220 VAV-0217 VAV-0222 VAV-0221 VAV-0218 VAV-0219 VAV-0216 VAV-0214 VAV-0212 VAV-0204 VAV-0203 VAV-0215 VAV-0225 VAV-0213 VAV-0211 VAV-0209 VAV-0206 VAV-0226 VAV-0207 VAV-0205 VAV-0208 VAV-0201 VAV-0202VAV-0210 FTR-B 15'-0"FTR-B 19'-10"FTR-B 25'-10" FTR-B 6'-0" FTR-B 19'-0" FTR-A 20'-0" FTR-A 27'-6" FTR-A 28'-0" 1 H-302 CORRIDOR 2130 CORRIDOR 2117 PATIENT CORRIDOR 2300 COLLAB. ZONE 2200 COLLAB. ZONE 2200 1 H-801 2 H-801 1 H-802 H-401 2 FCU-02 1 1/4"CWS/R UP 1" CWS/R DN. CB-03 CB-04 FTR-B 6'-0" FTR-B 6'-0" FTR-B 6'-0" FTR-B 6'-0" FTR-B 6'-0" FTR-A 9'-8' 1"1" 2 1/2"2 1/2" 3/4" 1/2" 1/2"1/2"1"1" 1/2" 1/2"1/2" 3/4"3/4" 1/2"1/2"1/2"1/2" 1" 2 1/2"2 1/2" 1"1" 1/2"1/2"1/2"1/2" 1/2"1/2"1/2"1/2" 1 1/2"1 1/2" 1/2" 1/2"1/2" 1/2"1/2" 1/2"1/2" 1"1" 1/2" 1/2" 1" 1" 3/4" 1/2" 3/4"3/4" 3/4" 1/2"1/2"1/2" 1/2" 1/2"1/2" 1"1" 1 1/2"1 1/2" 3/4" 1" 1/2" 1/2" 1/2"3/4" 1/2" 1/2"1/2" 1/2"1/2" 1/2"1/2" 1"1"1/2"1/2" 1/2"1/2" 1/2"1/2" 1/2"1/2"1/2"1/2" 1/2"1/2"1 1/2"1 1/2" 1"1" 1/2"1/2" 1/2" 1/2" 1/2"1 1/2"1 1/2" 2"2" 1/2"1/2" 1 1/2"1 1/2" 1"1" 1/2" 1/2"1/2" 1/2"1/2" 1"1" 1/2"1/2" 1/2"1/2"1/2"HWRHWSHWSHWRHWS HWRHWSHWR HWS HWRHWS HWR HWS HWSHWRHWSHWRHWRHWS HWR HWRHWS HWS HWRHWR HWRHWRHWR HWS HWR HWS HWR HWS HWR HWSHWR HWSHWRHWR HWSHWS T T T T T T T T T T T T T T T T T T T T T T T T TT T CUH-02 VAV-0218 VAV-0203 FCU-02 VAV-0221 VAV-0219 VAV-0216 VAV-0212 VAV-0214 VAV-0215 VAV-0213 VAV-0220 T VAV-0217VAV-0222 VAV-0227 VAV-0223 VAV-0224 CB-01/02/03/04 & FTR VAV-0225 VAV-0226 VAV-0211 VAV-0209 VAV-0206 VAV-0205 VAV-0208 VAV-0210 VAV-0202 VAV-0201 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 22 2 2 22 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 5 56 6 7 2 1/2" 3/4" 1/2" 1/2" 1/2" 1"1/2"T VAV-0204 T VAV-0207 1"1" 1 1/2" 1 1/2" 1" 1" 1" 1" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" AHU-01 AHU-02 2" HWR 2" HWS 2 1/2" HWR 2 1/2" HWS 2 1/2" HWS 2 1/2" HWR 3" HWR 3" HWS 2 1/2" CWS 2 1/2" CWR 2 1/2" CWR 2 1/2" CWS 4" CWS 4" CWR 1/2" 1/2" FTR-E 2'-0"8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-105 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP SECOND FLOOR PLAN - HVAC -PIPNG FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/8" = 1'-0"1 SECOND FLOOR PLAN -HVAC -PIPING DRAWING NOTES: 1. PROVIDE HWS/R PIPING TO VAV PER DETAIL 3 ON SHEET H-701. 2. PROVIDE HWS/R PIPING TO VAV PER DETAIL 4 ON SHEET H-701. 3. PROVIDE HWS/R PIPING TO FTR PER DETAIL 6 ON SHEET H-701. 4. PROVIDE HWS/R PIPING TO UH PER DETAIL 7 ON SHEET H-701. 5. PROVIDE CWS/R PIPING TO CB PER DETAIL 8 ON SHEET H-701. 6. PROVIDE CB AT LOCATION SHOWN, MOUNT TO UNDERSIDE OF INTERMEDIATE STEEL. 7. PROVIDE CWS/R PIPING TO FCU PER DETAIL 9 ON SHEET H-701. 8. PROVIDE HWS/R PIPING TO FTR PER DETAIL 12 ON SHEET H-701. NUMBER DATE ISSUED BY DESCRIPTION GENERAL NOTES: A. REFER TO ENLARGED MECHANICAL ROOMS ON SHEET H-400 FOR DUCT SIZES AND EQUIPMENT TAGS. 2 3 4 5 6 7 8 A B C D E F 3.5 6.51 G 4.3 4.9 5.5 6.2 UH-03 AHU-04 FTR-D 14'-10"FTR-D 20'-0"FTR-D 22'-10' FTR-D 28'-0" FTR-D 19'-0" FTR-D 20'-2" FTR-D 3'-0"FTR-D 27'-8" FTR-D 28'-2" PAUSE 3007 CORRIDOR 3000 PAUSE 3008 STAIR-3 1001-3 PUBLIC TLT. 3003 VEST. 3004 PUBLIC TLT. 3005 CORRIDOR 3000 VEST. 3101 STOR. 3103 CONSULT 3201 CONSULT 3202 PREP/ RECOV. 3203 PREP/ RECOV. 3204 CORRIDOR 3200 PAT. TLT. 3225 STAFF TLT. 3224 SOILED WORK 3223 CLEAN SUPPLY 3226 MED 3228 WORK ROOM 3229 CONFERENCE 3102 STOR. 3104 ? ? PROCEDURE/ ENDOSCOPY 3220 CLEAN PROCESSING 3218 SOILED 3219 CLEAN SCOPE STORAGE 3217 STAIR-3 1902-3 JAN. 3603 STAFF TLT. 3604 EQUIP/ SUPPLY STORAGE 3216 PROCEDURE/ ENDOSCOPY 3215 PROCEDURE/ ENDOSCOPY 3214 STAFF LOUNGE 3605 MD LOUNGE 3606 STAFF TLT. 3607 STAFF TLT. 3608 WORKSTATIONS 3609 MD WORK 3406 COLLAB. ZONE 3404 ELEC 3612 DATA 3611 EXAM/ PROCEDURE 3306 EXAM 3305 PAT. TLT 3304 EXAM 3303 EXAM 3302 LARGE EXAM 3301 CONSULT 3401 CLEAN SUPPLY 3402 LARGE EXAM 3501 EXAM 3502 EXAM 3503 PAT. TLT. 3504 EXAM 3505 EXAM/ PROCEDURE 3506 SOILED HOLDING 3405 COFFEE 3610 PATIENT CORRIDOR 3500 1 H-302 VAV-0404 VAV-0402 VAV-0401 VAV-0406 VAV-0408 VAV-0309 VAV-0307 VAV-0304 VAV-0301 VAV-0302 VAV-0303 VAV-0409 VAV-0314 VAV-0310 VAV-0308 VAV-0315 VAV-0305 VAV-0306 VAV-0410 VAV-407 VAV-0313 VAV-0312 1/2" 1/2" 3/4" 3/4" 3/4" 1 1/4"1 1/4"1/2" 1" 1/2" 1" 1/2" 1/2" 1/2"1/2" 1/2" 1/2" 3/4" 1"1/2" 2" 2" 1 1/2"1 1/2" 1/2" 1/2"1/2" 1/2" 1/2" 1" 1" 1/2" 1/2" 1/2" 3/4" 3/4" 1 1/2" 1 1/2" 1 1/4" 1 1/4"1/2"1/2" 1/2"1/2" 1 1/2" 1 1/2" 3/4" 3/4" 3/4"3/4" 3/4" 3/4" 1/2"1/2" 3/4"3/4"1/2"1/2"1/2"1/2" 3/4" 3/4" 1" 1" 3/4"3/4" 1"1" 1 1/2"1 1/2" 2"2" 1 1/2" 1 1/2" 1/2"1/2" 1/2" 1/2"1/2"1/2"1/2"1"1" 1/2"1/2" 1 1/4"1 1/4" 1 H-801 2 H-801 1 H-802 2 1/2" 2 1/2" 1/2"1/2" FCU-03 1 1/2"CWS/R DOWN. 1 1/4" CWS/R DN THRU FLOOR. H-401 3 FTR-D 28'-0" FTR-C 15'-10" CUH-04 FTR-D 9'-8" T T T T T T T T T T T T T T T T T T T T T T TT T T VAV-0301 FCU-03 VAV-0304 VAV-0307 VAV-0309 VAV-0311 VAV-0302 VAV-0303 VAV-0401 VAV-0402 CUH-03 VAV-0403 VAV-0404 VAV-0405 VAV-0407 VAV-0408 VAV-0312 VAV-0313 VAV-0410 VAV-0409 VAV-0314 VAV-0315 VAV-0310 VAV-0308 VAV-0305 1/2" HWR HWS CWR CWS HWRHWSHWSHWRHWSHWRHWRHWSHWR HWS HWR HWS HWR HWS HWRHWS HWSHWR HWSHWRHWRHWS HWRHWSHWRHWSHWRHWRHWSHWR HWS 2 2 VAV-0405 VAV-0403 VAV-0311 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 34 4 4 4 4 4 4 4 444 4 5 6 1 1/2"1 1/2" MED/ POC 3403 COLLAB. ZONE 3400 PREP/ RECOV. 3205 PREP/ RECOV. 3206 PREP/ RECOV. 3207 PREP/ RECOV. 3208 PAT. TLT. 3209 PREP/ RECOV. 3210 CORRIDOR 3200 PREP/ RECOV. 3211 LAB 3614 COFFEE 3613 EQUIP. 3213 PAUSE 3006 E.S. 3221 MECH ROOM 3100 VEST. 3105 CORRIDOR 3600 CORRIDOR 3230 CORRIDOR 3600 VAV-0406 AHU-03 1/2"1/2" 1/2"1/2" 1/2" 1/2" 1 1/2" 1 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1/2" 1/2"1/2" 1/2" 1/2"3/4" 3/4" T VAV-0306 1/2" 1/2" 1 1/2" 1 1/2"1 1/2"1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2"1 1/2" 1 1/2" 1 1/2" 2 2" LPS 3" HWR 3" HWS 2 1/2" HWR 2 1/2" HWS 2" LPS 2" HWS 2" HWR 2 1/2" CWR 2 1/2" CWS 2" HWS 2" HWR 3" CWR 3" CWS 1/2" 1/2" FTR-E 2'-0" 7 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-106 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP THIRD FLOOR PLAN - HVAC -PIPING FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/8" = 1'-0"1 THIRD FLOOR PLAN -HVAC -PIPING DRAWING NOTES: 1. PROVIDE HWS/R PIPING TO VAV PER DETAIL 3 ON SHEET H-701. 2. PROVIDE HWS/R PIPING TO VAV PER DETAIL 4 ON SHEET H-701. 3. PROVIDE HWS/R PIPING TO CUH PER DETAIL 5 ON SHEET H-701. 4. PROVIDE HWS/R PIPING TO FTR PER DETAIL 6 ON SHEET H-701. 5. PROVIDE HWS/R PIPING TO UH PER DETAIL 7 ON SHEET H-701. 6. PROVIDE CWS/R PIPING TO FCU PER DETAIL 9 ON SHEET H-701. 7. PROVIDE HWS/R PIPING TO FTR PER DETAIL 12 ON SHEET H-701. NUMBER DATE ISSUED BY DESCRIPTION GENERAL NOTES: A. REFER TO ENLARGED MECHANICAL ROOMS ON SHEET H-400 FOR DUCT SIZES AND EQUIPMENT TAGS. 2 3 4 5 6 7 8 A B C D E F 3.5 6.51 G 4.3 4.9 5.5 6.2 1 H-302 1 H-801 2 H-801 1 H-802 EF-02 1 3 H-302 6 H-302 7 H-302 1 H-303 2 H-303 3 H-303 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-107 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP ROOF PLAN -HVAC FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/8" = 1'-0"1 T.O. ROOF DECK -DUCT DRAWING NOTES: 1. PROVIDE ROOF MOUNTED EF PER DETAIL 9 ON SHEET H-700. NUMBER DATE ISSUED BY DESCRIPTION FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" B C D E 4" PAD 4" PAD 4" PAD UH-01 AHU-02 AHU-04 HX-03B HX-03A 1/2" HWS 1/2" 10"x16" 5" CWS 4" CWR 4" CWS 5" CWR 4" CWS 32"x14" (1 1/2"L)DW 48"x22" (1 1/2"L)DW 46"x20" (1 1/2"L)DW 10"x16" 48"x24" (1 1/2"L)DW 26"x14" (1 1/2"L)DW EF-0116"x10" 10"x16"10"x16" 22"x58" 26"x14" (1 1/2"L)DW 1 1/2" CWS 1 1/2" CWR 2 1/2" HWR 2 1/2" HWS 1 1/2" CWR 4" 4"HWR HWS 4"4"HWR HWS HWR MECHANICAL ROOM 1101 MECHANICAL ROOM 2007 MECH ROOM 3100 28"x18" (1 1/2"L)DW 26"x14" (1 1/2"L)DW 40"x14" (1 1/2"L)DW 29"x29" 48"x22" (1 1/2"L)DW 34"x34" (1 1/2"L)DW 50"x34" (1 1/2"L)DW 20"x20" (1 1/2"L)DW 38"x14" (1 1/2"L)DW 18"x70" 42"x14" (1 1/2"L)DW 20"x20" (1 1/2"L)DW 2 1/2" HWS 2 1/2" HWR 4" CWR 4" CWS 2 1/2" CWR 2 1/2" CWS 3" CWR 3" CWS 1/2" HWS 1/2"HWR 30"x22"26"x26"26"x26" 1 1/2" CWR 1 1/2"CWS 3/4" 3/4" HWR HWS 3" CWR 3" CWS 46"x14" (1 1/2"L)DW 46"x14" (1 1/2"L)DW 18"x14" (1 1/2"L)DW 66"x14" (1 1/2"L)DW 2 1/2" HWR 2 1/2" HWS FD FD FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" B C D E 4" PAD 4" PAD AHU-02 AHU-04 UH-03 AS-02 P-07 1 1/2" CWS 1 1/2" CWR 22"x58"20"x20"(1 11/2"L)DW 1/2" 1/2" 16"x10" 5" CWS 5" CWR 4" HWS 4" HWS 4" HWR 46"x20" (1 1/2"L)DW 32"x14" (1 1/2"L)DW 48"x24" (1 1/2"L)DW 16"x10"26"x14"(1 11/2"L)DW 2 1/2" 2 1/2" 1 1/2" CWR 4" CWR 26"x26" (1 1/2"L)DW HWS HWR HWS HWR 2 1/2" 2 1/2" 4" PAD H-01 2" LPS 34"x34" 18"x70" (0"L)DW22"x22" (1 1/2"L)DW 50"x34" (1 1/2"L)DW 28"x18" (1 1/2"L)DW 28"x18" (1 1/2"L)DW 2 1/2" CWR 2 1/2" CWS 2 1/2" CWR 2 1/2" CWS 48"x22" (1 1/2"L)DW MECHANICAL ROOM 1101 MECHANICAL ROOM 2007 MECH ROOM 3100 3/4" HWS3/4" HWR 46"x14" (1 1/2"L)DW 46"x14" (1 1/2"L)DW 18"x14" (1 1/2"L)DW 46"x14" (1 1/2"L)DW 3/4" HWR 3/4" HWS 3" CWR 3" CWS 18"x14" (1 1/2"L)DW 66"x14" (1 1/2"L)DW 28"x28" (1 1/2"L)DW 26"x26"26"x26" 2 1/2" 2 1/2"HWS HWR 2" LPS 2 1/2" CWS 2 1/2" CWR 2" HWS 2" HWR 1/2" HWR 1/2" 20"x20" (1 1/2"L)DW 26"x14" (1 1/2"L)DW 40"x14" (1 1/2"L)DW 4" CWS 26"x14" (1 1/2"L)DW 10"x16" 10"x16" FD FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" 21 5' - 0" 6" GWS 6" GWS6" GWS GMU-01 4" PAD1" GWR58"x22" 34"x34" 28"x28" (1 1/2"L)DW 32"x26" 26"x26" 18"x14" (1 1/2"L)DW 18"x14" (1 1/2"L)DW 20"x20" (1 1/2"L)DW 34"x14" (1 1/2"L)DW 4" 4" HWR HWS 26"x14"(1 1/2"L)DW 10"x16"EF-01 10"x16" FC FC 1 1/2" CWS 1 1/2" CWR 6" GWR 3" 3" HWR HWS MECHANICAL ROOM 1101 MECHANICAL ROOM 2007 MECH ROOM 3100 2 1/2" 2 1/2"HWS HWR AHU-02 AHU-04 4" PAD 4" PAD 2" HWS 2 1/2" CWR 2" HWR 2" LPS P-11 2" HWS 2"HWR 2" 2" HWR HWS 2 1/2" 2 1/2" 2" 2 1/2" 2" HWS HWR HWS HWS HWR 22"x22" (1 1/2"L)DW 2 1/2" CWR 2 1/2" CWS FD FD FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" 21 AHU-03 48"x24" (1 1/2"L)DW 32"x26" 26"x26" 28"x28" (1 1/2"L)DW 22"x30" 4" PAD MECH ROOM 3100 MECHANICAL ROOM 2007 MECHANICAL ROOM 1101 2" 2" 2 1/2" CWR 2 1/2" CWS HWS HWR 2" 2" HWR HWS 34"x34" 48"x48"(1 1/2"L)DW 28"x18" (1 1/2"L)DW 34"x34" (1 1/2"L)DW 20"x20" (1 1/2"L)DW 2 1/2" CWR 2 1/2" CWS 2" HWR 2" HWS 38"x14" (1 1/2"L)DW 2" 2" HWR HWS 2" 2" HWR HWS 48"x14" (1 1/2"L)DW 16"x10" 4" CWS 4" CWR5" CWR 5" CWS 40"x14" (1 1/2"L)DW 32"x14"(1 1/2"L)DW 22"x58" 4" 4" 3" 3" 6" GWR6" GWS6" GWSHWR HWR HWS HWS P-01A 4" PAD FD FD FD 2 1/2" CWS 2" HWR 2 1/2" CWR 48"x22" (1 1/2"L)DW 26x26(1 1/2L)DW 48"x22" (1 1/2"L)DW 48"x22" (1 1/2"L)DW FD IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-300 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP SECTIONS -HVAC FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 3/16" = 1'-0"1 MECHANICAL ROOM EAST ELEVATION -HVAC DUCTWORK AND PIPING 3/16" = 1'-0"3 AHU-2 AND AHU-4 EAST ELEVATION -HVAC DUCTWORK AND PIPING 3/16" = 1'-0"2 AHU-2 AND AHU-4 NORTH ELEVATION -HVAC DUCTWORK AND PIPING 3/16" = 1'-0"4 AHU-03 NORTH ELEVATION -HVAC DUCTWORK AND PIPING NUMBER DATE ISSUED BY DESCRIPTION FIRST FLOOR 0' -0" FIRST FLOOR 0' -0" FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" BCDE MECHANICAL ROOM 2007 MECH ROOM 3100 MECHANICAL ROOM 1101 MED GAS 1102 LV-02 72"x60" 22"x58" 26"x26"26"x26" 26"x32"26"x26"26"x32" 28"x28" (1 1/2"L)DW 66"x14" (1 1/2"L)DW 32"x26" 22"x30" AHU-03 AHU-01 P-10 124"x60" LV-06 PLENUM PLENUM LV-01 LV-05 124"x60" 144"x60" PLENUM PLENUM PLENUM 60"x144" 26"x32" 28"x28" (1 1/2"L)DW 2 1/2" HWR2 1/2" HWS 2 1/2" HWS 2" HWR 2" HWS 3" HWS 3" HWS 3" HWR 2 1/2" CWS 2 1/2" CWR 2" HWR 2" HWS 2" HWS 2" HWR 4" HWS 4" HWR 3" HWS 2 1/2" HWS 2 1/2" HWR 2 1/2" HWS 2" HWR 2" HWS 2" HWR 48"x48" (1 1/2"L)DW 48"x22" (1 1/2"L)DW 34"x34" 18"x70" 48"x48" (1 1/2"L)DW 48"x24" (1 1/2"L)DW 2 1/2" HWS 2 1/2" HWR ET-03 B-02 B-01P-06B P-06A AS-01 22"x58" ET-02 GMU-01 P-05B P-05A ET-01 4" PAD 4" PAD P-01B P-01A HX-02A HX-02B P-02B P-02A P-04A 58"x22" EF-03 60x72 PLENUM WWHP-01 WWHP-02 WWHP-034" HWS4" HWR4" HWS4" HWR3" HWS3" HWS4" CWS4" CWR4" CWS4" CWR6" GWS6" GWS6" GWR6" GWS6" GWR6" GWS6" GWS6" GWS6" GWR4" HWR 4" HWS 4" HWR 4" HWR P-12 P-13 4" HWS 6" GWR 6" SWS6" SWS 6" SWR 6" SWR 6" SWR 6" CWS 6" HWS 5" CWR 5" CWS 6" GWS1" GWS1" CWR1" HWRFD FD AAD AAD FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" 21 MECHANICAL ROOM 1101 MECHANICAL ROOM 2007 MECH ROOM 3100 4" PAD 4" PAD 4" PAD AHU-03 AHU-01 WWHP-03 72"x60" LV-04 5" CWR 5" CWS EF-03 PLENUM AAD FC FC BYPASS VALVE 6" HWS 6" GWS 4" HWS 23"x23" 10"x16" 8"x8" 10"x16" 1 1/2" 1 1/2" HWS HWR 1 1/2" 1 1/2" HWS 1" HWS 1 1/2" HWR 1 1/2" HWS2" HWR 2" HWS HWR 28"x18" (1 1/2"L)DW 70"x18" 32"x26"26"x26" 3/4" 3/4"HWR HWS P-04A P-04B HX-03A HX-03B AS-01 WWHP-01 WWHP-02 WWHP-03 P-06B P-06A B-02 B-01 GMU-01 UH-01 AS-02 P-07 ET-03 P-06A P-06B ET-02 P-05A P-05B P-01A P-01B ET-01 HX-02B HX-02A P-02A P-02B UH-01 HX-03B HX-03A P-04B P-04A AS-02 AS-01 ET-03 P-13 P-12 P-07 B-01 B-02 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-301 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP SECTIONS -HVAC FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 3/16" = 1'-0"1 AHU-01 AND AHU-03 WEST ELEVATION -HVAC DUCTWORK AND PIPING 3/16" = 1'-0"2 AHU-01 AND AHU-03 NORTH ELEVATION -HVAC DUCTWORK AND PIPING 3 SOUTHEAST EFFLUENT WATER SYSTEM ISOMETRIC 4 SOUTHWEST EFFLUENT WATER SYSTEM ISOMETRIC NUMBER DATE ISSUED BY DESCRIPTION FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" F FTR-B 22'-4" FTR-B 22'-4" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" 21 3" HWS 2 1/2" HWS 2 1/2" HWR 3" HWR 2 1/2" HWS MECH ROOM 3100 2 1/2" HWS 4 H-303 FIRST FLOOR 0' -0" 1 MED GAS 1102 MECHANICAL ROOM 1101 8"x8" 6"x6" 6"x6" FTR-E 5'-6" 1/2" HWR 60"x72" PLENUM 1/2" HWR 1/2" HWS FD FD 4 H-303 FTR-B 22'-4" FTR-B 22'-4" CB-04 CB-03 CB-01 CB-02 3/4" HWS 3/4" HWS 3/4" HWS 3/4" HWR 1 1/2" CWS 1 1/2" CWR 1" CWS 1" CWR 1" CWR 1" CWS 1" CWR 1" CWS 1" CWR 1" CWS THIRD FLOOR 28' -0" T.O. STEEL 42' -0" 4 10"ø 14"x12" 10"ø 16"x10" 28"x10" B 300 28x10 B 300 28"x10" 16"x10" 10"ø14"x20" 10"ø 10"ø B 350 B 350 28x10 22x22 22x22 PROCEDURE/ ENDOSCOPY 3214 PROCEDURE/ ENDOSCOPY 3215 14"x20" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" PROCEDURE/ ENDOSCOPY 3220 B 300 B 300 22x22 28"x10" 28x10 16"x10"VAV-0404 46"x14" 6"x8"6"x8" 10"ø 8"x10" 10"ø 14"x12" 10"x14" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" A CORRIDOR 2600 JAN. 2602 JAN. 3603 CORRIDOR 3600 CORRIDOR 2130 PROCEDURE/ ENDOSCOPY 3215 12"x12"14"x16" 12"x18"12"x18"6"ø 1" HWR 1" HWS 14"x10"8"x10" 18"x12"12"x18"36"x14" 12"x18" FD A 75 10x22 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-302 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP SECTIONS -HVAC FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/4" = 1'-0"1 STAIR TOWER FIN TUBE RADIATION AND CHILLED BEAM MOUNTING DETAIL CB-01 CB-03 1/4" = 1'-0"4 3RD FLOOR MECHANICAL ROOM HOT WATER PIPING SECTION 1/4" = 1'-0"5 MED GAS ROOM 2 STAIR TOWER 1 ISOMETRIC 1/4" = 1'-0"3 ENDOSCOPY 3215 AND ENDOSCOPY 3214 SECTION 1/4" = 1'-0"6 ENDOSCOPY 3220 SECTION 1/4" = 1'-0"7 2nd AND 3rd FLOOR EXHAUST DUCT RISER NUMBER DATE ISSUED BY DESCRIPTION THIRD FLOOR 28' -0" T.O. STEEL 42' -0" 3 4 PROCEDURE/ ENDOSCOPY 3215 CORRIDOR 3230 SOILED 3219 PROCEDURE/ ENDOSCOPY 3214 10"x8"8"x10" 12"ø 12"ø 8"x10" 14"x12" 12"ø 8"x10" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" 4 5 12"x18" 18"x12" 1 1/2" CWR 1 1/2" CWS 6"ø 16"x18"6"ø 19"x19" 8"ø 6"ø RAV-01 EF-02 CORRIDOR 3600 LAB 3614 AAD THIRD FLOOR 28' -0" T.O. STEEL 42' -0" 2 3 4 5 CORRIDOR 3600 CLEAN PROCESSING 3218 CLEAN SCOPE STORAGE 3217 CORRIDOR 3600 EQUIP/ SUPPLY STORAGE 3216 CORRIDOR 3600 COFFEE 3613 1"HWR 1"HWS 17"x49"14"x46"14"x36"14"x36" 8"ø 12"ø 12"ø 8"ø 18"x12" 1 1/2" CWR 1 1/2" CWS 12"ø 12"x28" 1 1/2" CWS RAV-01 RAV-04 FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" B C D E LV-04 LV-03 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-303 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP SECTIONS -HVAC FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/4" = 1'-0"1 SOILED 3219 EXHAUST MAIN SECTION 1/4" = 1'-0"2 EF-02 RISER SECTION 1/4" = 1'-0"3 RETURN DUCT THROUGH OPEN WEB BARJOIST SECTION NUMBER DATE ISSUED BY DESCRIPTION FD 1/4" = 1'-0"4 EXTERIOR MECHANICAL ROOM -WEST ELEVATION -LOUVER SECTION FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" 21 LV-01 LV-05 FIRST FLOOR 0' -0" SECOND FLOOR 14' -0" THIRD FLOOR 28' -0" T.O. STEEL 42' -0" 2 1 LV-02 LV-06 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-304 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP SECTIONS -HVAC FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 NUMBER DATE ISSUED BY DESCRIPTION 1/4" = 1'-0"1 EXTERIOR MECHANICAL ROOM -NORTH ELEVATION -LOUVER SECTION 1/4" = 1'-0"2 EXTERIOR MECHANICAL ROOM -SOUTH ELEVATION -LOUVER SECTION 2 B C D E 1 58"x22"26"x14" (1 1/2"L)DW20"x20" (1 1/2"L)DW26"x14" (1 1/2"L)DW 48"x24" (1 1/2"L)DW 48"x14" (1 1/2"L)DW 32"x14" (1 1/2"L)DW 22"x48" (1 1/2"L)DW UP 32"x14" (1 1/2"L)DW 46"x20" (1 1/2"L)DW 48"x24" (1 1/2"L)DW 40"x14" (1 1/2"L)DW22"x58"26"x14" (1 1/2"L)DW 32"x14" (1 1/2"L)DW 48"x48"(1 1/2")DW UP 58"x22" UP LV-04 LV-02 58"x22" UP 60"x72" 60"x72" 2 H-300 EF-01 EF-03 WWHP-03 WWHP-02 WWHP-01 FC FC 8"x8" 8"x8" 6"x6" 8"x8" DOWN TO 18" ABOVE FLOOR. CAP DUCT. 6"x6" FD HIGH FD LOW 16"x10" FC FC16"x10" 2 2AAD AAD AAD 16"x10"16"x10"16"x10"16"x10" 4 H-300 1 H-301 3 H-300 1 H-300 2 H-301 5 H-302 FD FD FD FD FD FD FD 4 3 22"x58"58"x22" 4 H-303 2 H-304 1 H-304 2 B C D E 1 22"x22" (1 1/2"L)DW20"x20" (1 1/2"L)DW28"x18" (1 1/2"L)DW 70"x18"34"x34"LV-01 LV-03 60"x144" 34"x34" 42"x14" (1 1/2"L)DW 20"x20" (1 1/2"L)DW 60"x144" 70"x18" DOWN TO AHU-02 AHU-02 34"x34"48"x48" (1 1/2"L)DW DOWN TO LEVEL BELOW. 58"x22" DOWN TO LEVEL BELOW 48"x22" (1 1/2"L)DW 48"x22" (1 1/2"L)DW 40"x14" (1 1/2"L)DW 26"x14" (1 1/2"L)DW 26"x26" (1 1/2"L)DW 22"x48"(1 1/2"L)DW DOWN TO LEVEL BELOW. 34"x34" (1 1/2"L)DW 38"x14" (1 1/2"L)DW 50"x34" (1 1/2"L)DW 28"x18" (1 1/2"L)DW AHU-01 4" PAD 4" PAD MECHANICAL ROOM 2007 58"x22" DOWN TO LEVEL BELOW 70"x18" DOWN TO AHU-02 2 H-300 1 4 H-300 1 H-301 3 H-300 1 H-300 2 H-301 FD FD FD FD 1 4 4 AAD AAD 4 H-303 2 H-304 1 H-304 2 B C D E 1 AHU-0446"x14" (1 1/2"L)DW26"x26"32"x26"26"x26"32"x26"26"x26" LV-05 60"x124" 60"x124" LV-06 28"x28" (1 1/2"L)DW 32"x26" 30"x22" 4" PAD 4" PAD 66"x14" (1 1/2"L)DW 26"x26" 32"x26" 18"x14" (1 1/2"L)DW 46"x14" (1 1/2"L)DW VAC. PUMP BY P.C. 4 H-302 2 H-300 1 1 4 H-300 1 H-301 3 H-300 1 H-300 2 H-301 46"x14" 18"x14" (1 1/2"L)DW 40"x18" (1 1/2"L)DW 28"x28" (1 1/2"L)DW 22"x30" FD FD FD FD FD AHU-03 4 4 AAD AAD AAD 26"x26" 4 H-303 2 H-304 1 H-304 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. PROJECT NO. NOTICE: PROJECT DATE: REVISIONS: OWNER / CLIENT: DRAWING TITLE: PROJECT: H-400 2018-02-07 APRIL 15, 2020 GUTHRIE MEDICAL GROUP ENLARGED HVAC FINAL BIDDING AND PERMIT SET WILLOW AVE ITHACA, NY 14580 GUTHRIE ITHACA MEDICAL OFFICE BUILDING IBC# 19102 1/4" = 1'-0"1 ENLARGED PLAN -1ST FLOOR MECHANICAL ROOM DUCTWORK 1/4" = 1'-0"2 ENLARGED PLAN -2ND FLOOR MECHANICAL ROOM DUCTWORK 1/4" = 1'-0"3 ENLARGED PLAN -3RD FLOOR MECHANICAL ROOM DUCTWORK DRAWING NOTES: 1. PROVIDE AHU ON CONCRETE EQUIPMENT PAD PER DETAIL 10 ON SHEET H-700. 2. PROVIDE INLINE EF PER DETAIL 8 ON SHEET H-700. 3. PROVIDE PLENUM MOUNTED ACCESS DOOR. PROVIDE PLENUM WITH SOLID WELDED DRAIN NIPPLE IN BOTTOM OF PLENUM. PROVIDE SUPPORT FROM STRUCTURE ABOVE AS TO NOT BLOCK ENTRY DOOR TO MED. GAS ROOM. 4. PROVIDE PLENUM MOUNTED ACCESS DOOR. PROVIDE PLENUM WITH SOLID WELDED DRAIN NIPPLE IN BOTTOM OF PLENUM. PROVIDE SUPPORT FROM STRUCTURE AND PROVIDE ANGLE IRON SUPPORT LEGS BENEATH PAN BOTTOM. SECURE LEGS TO FLOOR. NUMBER DATE ISSUED BY DESCRIPTION FD FD FD FD FLOW WPD MAX EFF. PUMP TAG LOCATION SERVICE (GPM) (FT) FLUID WWP RPM BHP (%) TYPE HP RPM V PH E-POWER STARTER DESIGN EQUIPMENT REMARKSP-01A 1ST FLOOR MECH RM GLYCOL LOOP 450.0 105.0 15% PG 175 1727 21.4 79.9 BASE 20 1,800 208 3 YES VFD BY EC B&G e1510-3EBP-01B 1ST FLOOR MECH RM GLYCOL LOOP 450.0 105.0 15% PG 175 1727 21.4 79.9 BASE 20 1,800 208 3 YES VFD BY EC B&G e1510-3EBP-02A 1ST FLOOR MECH RM SOURCE LOOP 450.0 65.0 WATER 175 1604 9.3 78.6 INLINE 15 1,800 208 3 YES VFD BY EC B&G e80-4x4x9.5BP-02B 1ST FLOOR MECH RM SOURCE LOOP 450.0 65.0 WATER 175 1604 9.3 78.6 INLINE 15 1,800 208 3 YES VFD BY EC B&G e80-4x4x9.5BP-03A 1ST FLOOR MECH RM WWHP PRIMARY - CHILLED 364.5 60.0 WATER 175 1706 9.9 68.4 INLINE 10 1,800 208 3 NO VFD BY EC B&G e80-4x4x9.5P-03B 1ST FLOOR MECH RM WWHP PRIMARY - CHILLED 364.5 60.0 WATER 175 1706 9.9 68.4 INLINE 10 1,800 208 3 NO VFD BY EC B&G e80-4x4x9.5P-04A 1ST FLOOR MECH RM WWHP PRIMARY - HEATING 242.7 60.0 WATER 175 1628 6.6 63.4 INLINE 7 1/2 1,800 208 3 YES VFD BY EC B&G e80-3x3x9.5P-04B 1ST FLOOR MECH RM WWHP PRIMARY - HEATING 242.7 60.0 WATER 175 1628 6.6 63.4 INLINE 7 1/2 1,800 208 3 YES VFD BY EC B&G e80-3x3x9.5P-05A 1ST FLOOR MECH RM CHILLED WATER LOOP 250.0 75.0 WATER 175 1643 8.5 76.8 BASE 10 1,800 208 3 NO VFD BY EC B&G e1510-2.5BBP-05B 1ST FLOOR MECH RM CHILLED WATER LOOP 250.0 75.0 WATER 175 1643 8.5 76.8 BASE 10 1,800 208 3 NO VFD BY EC B&G e1510-2.5BBP-06A 1ST FLOOR MECH RM HEATING WATER LOOP 225.0 75.0 WATER 175 1711 7.6 74.6 BASE 7 1/2 1,800 208 3 YES VFD BY EC B&G e1510-2BDP-06B 1ST FLOOR MECH RM HEATING WATER LOOP 225.0 75.0 WATER 175 1711 7.6 74.6 BASE 7 1/2 1,800 208 3 YES VFD BY EC B&G e1510-2BDP-07 1ST FLOOR MECH RM CHILLED BEAM LOOP 10.0 40.0 WATER 175 3995 -- -- CIRC 1/2 4,600 120 1 NO PACKAGED B&G ECOCIRC XL 55-45P-08 2ND FLOOR MECH RM AHU-01 HW COIL 23.3 25.0 WATER 175 3537 -- -- CIRC 1/2 4,600 120 1 YES PACKAGED B&G ECOCIRC XL 55-45P-09 2ND FLOOR MECH RM AHU-02 HW COIL 21.7 25.0 WATER 175 3481 -- -- CIRC 1/2 4,600 120 1 YES PACKAGED B&G ECOCIRC XL 55-45P-10 3RD FLOOR MECH RM AHU-03 HW COIL 14.7 25.0 WATER 175 3778 -- -- CIRC 1/6 4,600 120 1 YES PACKAGED B&G ECOCIRC XL 36-45P-11 3RD FLOOR MECH RM AHU-04 HW COIL 9.9 25.0 WATER 175 3189 -- -- CIRC 1/6 4,600 120 1 YES PACKAGED B&G ECOCIRC XL 36-45P-12 1ST FLOOR MECH RM B-01 BOILER LOOP 10.0 25.0 WATER 175 3780 -- -- CIRC 1/6 4,600 120 1 YES PACKAGED B&G ECOCIRC XL 36-45P-13 1ST FLOOR MECH RM B-02 BOILER LOOP 41.0 25.0 WATER 175 2286 -- -- CIRC 1 4,600 208 3 YES PACKAGED B&G ECOCIRC XL 65-130PUMP SCHEDULEMOTOR DATAMINIMUM DCVOA OA AIRFLOW FAN FANAIRFLOW FAN FANCAP FLOW WPD EWT LWT EAT LATFACE VELAPDTAG LOCATION SERVICE (CFM) (CFM) (CFM) EXT. TOTAL QNT. (RPM) RPM HP QNT. VOLTS PHASE STARTER (CFM) EXT. TOTAL QNT. (RPM) RPM HP QNT. VOLTS PHASE STARTER (MBH) (GPM) (FT) ROWS (°F) (°F) (°F) (°F) (FPM) (IN)AHU-01 MECH RM 2007 1ST FLOOR 3,250 2,555 12,660 2.0 6.7 2 2,289 1,800 15 2 208 3 VFD BY EC 12,660 1.5 5.6 2 2,327 1,800 10 2 208 3 VFD BY EC 388.0 26.2 1.00 1 130.0 100.0 40.0 65.0 407 0.11AHU-02 MECH RM 2007 2ND FLOOR 3,200 2,500 12,630 2.0 7.2 2 2,116 1,800 15 2 208 3 VFD BY EC 12,630 1.5 5.6 2 1,942 3,600 10 2 208 3 VFD BY EC 343.0 23.3 0.90 1 130.0 100.0 40.0 65.0 430 0.13AHU-03 MECH RM 3100 3RD FLOOR EAST 2,150 1,550 8,190 2.0 7.2 2 2,964 3,600 10 2 208 3 VFD BY EC 8,190 1.5 6.2 2 2,812 3,600 7.5 2 208 3 VFD BY EC 239.0 16.2 2.60 1 130.0 100.0 40.0 65.0 420 0.12AHU-04 MECH RM 3100 3RD FLOOR WEST 2,000 -- 5,265 2.0 6.8 1 2,660 1,800 10 1 208 3 VFD BY EC 5,265 1.5 4.5 1 2,317 1,800 7.5 1 208 3 VFD BY EC 165.0 11.1 1.50 1 130.0 100.0 40.0 65.0 414 0.12REMARKS1. PROVIDE WITH FILTERS IN BOTH THE RETURN AIR STREAM AND THE OUTDOOR AIR STREAM.2. PROVIDE PRE‐FILTRATION IN BOTH THE RETURN AIR STREAM AND THE OUTDOOR AIR STREAM. PROVIDE FINAL FILTERS AFTER THE SUPPLY AIR FAN.MOTORAIR HANDLING UNIT SCHEDULEHEATING COIL - HOT WATERSUPPLY FAN S.P. (IN. W.G.) MOTOR(S)RETURN FAN S.P. IN. W.G.TOTAL SENS. FLOW WPD EWT LWT EDB EWB LDB LWBFACE VELAPD OA SA RA EATOT. SENS. LAT. EMERGENCY PRE FINAL WEIGHT(MBH) (MBH) (GPM) (FT) ROWS (°F) (°F) (°F) (°F) (°F) (°F) (FPM) (IN) EAT (°F) LAT (°F) EAT (°F) LAT (°F) EFF. EAT DB EAT WB LAT DB LAT WB EAT DB % RH LAT DB LAT WB EFF. EFF. EFF. V PH MCA POWER (MERV) (MERV) (LBS) DESIGN EQUIPMENT REMARKS443.0 315.0 73.2 3.00 5 44.0 56.0 77.8 65.9 55.0 54.0 407 0.48 -2.7 44.5 65.0 17.8 62.9 86.0 71.2 78.3 67.6 75.0 55.0 82.7 67.8 50.7 69.8 34.2 120 1 3.3 NO 8 15 9,717 YORK SOLUTION XTI-57-108 1423.0 294.0 70.2 3.90 5 44.0 56.0 77.6 65.8 55.0 54.0 430 0.64 -2.7 44.6 65.0 17.7 62.9 86.0 71.2 78.3 67.6 75.0 55.0 82.7 67.8 50.7 69.8 34.2 120 1 3.3 NO 8 15 9,208 YORK SOLUTION XTI-54x102 1282.0 198.0 47.0 2.60 5 44.0 56.0 77.7 65.9 55.0 54.0 420 0.51 -2.7 44.6 65.0 17.7 63.0 86.0 71.2 78.3 67.6 75.0 55.0 82.7 67.8 50.9 69.9 34.5 120 1 3.3 NO 8 15 6,870 YORK SOLUTION XTI-54x75 1239.0 163.0 39.7 3.20 5 44.0 56.0 80.4 66.8 53.0 52.0 414 0.60 -10.0 47.4 65.0 14.6 63.1 95.0 73.0 78.9 66.3 72.0 60.0 88.1 67.6 54.7 35.2 70.1 120 1 3.3 YES 8 15 5,219 YORK SOLUTION XTI-45-66 1UNIT ELECTRIC DATA FILTRATIONENERGY RECOVERY - WINTER CONDITIONS ENERGY RECOVERY - SUMMER CONDITIONSOAAIR HANDLING UNIT SCHEDULE - CONTINUEDSA RA EACOOLING COIL - CHILLED WATERINPUT INPUT STEPS FLOWRATEEWT LWTWPDWEIGHTTAG LOCATION SERVICE TYPE FLUID (MBH) (KW) (QNT) (GPM) (°F) (°F) (PSIG) V PH E-POWER (LBS) DESIGN EQUIPMENT REMARKSB-01 1ST FLOOR MECH RM SOURCE LOOP ELECTRIC WATER 102 30 2 10 70.0 90.0 21.00 208 3 YES 280 LOCHINVAR BWK1-030C 1, 2, 3, 4B-02 1ST FLOOR MECH RM SOURCE LOOP ELECTRIC WATER 409 120 4 41 70.0 90.0 21.00 208 3 YES 280 LOCHINVAR BWK1-120C 1, 2, 3, 4REMARKS1. PROVIDE WITH HIGH PRESSURE LIMIT SWITCH.2. PROVIDE WITH CONNECTION TO DDC SYSTEM.3. PROVIDE AUXILLIARY LOW WATER CUTOFF SWITCH.4. PROVIDE WITH FLANGED CONNECTIONS.BOILER SCHEDULE - ELECTRICUNIT ELECTRIC DATAEVAPORATOR (CHILLED WATER LOOP) CONDENSER (SOURCE LOOP) EVAPORATOR (SOURCE LOOP) CONDENSER (HOT WATER LOOP)ELECTRICAL DATACAPACITY FLOW WPD EAT LAT CAPACITY FLOW WPD EAT LAT CAPACITY FLOW WPD EAT LAT CAPACITY FLOW WPD EAT LATTAG LOCATION (MBH) (GPM) (PSI) (°F) (°F) (MBH) (GPM) (PSI) (°F) (°F) (MBH) (GPM) (PSI) (°F) (°F) (MBH) (GPM) (PSI) (°F) (°F) V PH MCA DESIGN EQUIPMENT REMARKSWWHP-01 1ST FLOOR MECH ROOM 622.1 121.5 11.4 54.0 43.8 752.8 147.9 16.7 85.0 95.2 628.0 126.1 12.2 65.0 55.0 812.2 80.9 5.5 110.0 130.0 208 3 184.6 WATER FURNACE MODULAR SCROLL CHILLER WDM 050 1, 2, 3, 4, 5WWHP-02 1ST FLOOR MECH ROOM 622.1 121.5 11.4 54.0 43.8 752.8 147.9 16.7 85.0 95.2 628.0 126.1 12.2 65.0 55.0 812.2 80.9 5.5 110.0 130.0 208 3 184.6 WATER FURNACE MODULAR SCROLL CHILLER WDM 050 1, 2, 3, 4, 5WWHP-03 1ST FLOOR MECH ROOM 622.1 121.5 11.4 54.0 43.8 752.8 147.9 16.7 85.0 95.2 628.0 126.1 12.2 65.0 55.0 812.2 80.9 5.5 110.0 130.0 208 3 184.6 WATER FURNACE MODULAR SCROLL CHILLER WDM 050 1, 2, 3, 4, 5REMARKS1. PROVIDE WITH 6-PIPE STANDARD PIPE RACK.2. PROVIDE WITH PACKAGED CONTROL OPTIONS WITH INTEGRATION TO THE BMS.3. PROVIDE WITH BYPASS HEADERS ON ALL LOOPS.4. PROVIDE WITH VARIABLE SPEED COMPRESSORS.5. EQUIPMENT TO BE ABLE TO MAINTAIN HEATING HOT WATER AND CHILLED WATER LOOPS SIMULTANEOUSLY.WATER TO WATER HEAT PUMP SCHEDULECOOLING MODEHEATING MODE4/17/2020 10:17:06 AM PRIMARY AIRFLOW TOTAL CAP SENS. CAP MOUNT EWT LWT FLOW WPDTAG LOCATION TYPE (CFM) (MBH) (MBH) TYPE (°F) (°F) (GPM) (FT) WIDTH LENGTH HEIGHT DESIGN EQUIPMENT REMARKSCB-01 STAIR 1001 PASSIVE -- 2.3 2.3 SURFACE 57.0 59.0 2.3 7.2 12.0 120.0 12.0KRUEGER APA-12-120-12CB-02 STAIR 1001 PASSIVE -- 2.3 2.3 SURFACE 57.0 59.0 2.3 7.2 12.0 120.0 12.0KRUEGER APA-12-120-12CB-03 STAIR 1001 ACTIVE 60 4.5 4.0 RECESSED 57.0 66.0 1.015.2 12.0 108.0 8.0KRUEGER ASB-A-S-108-102CB-04 STAIR 1001 ACTIVE 60 4.5 4.0 RECESSED 57.0 66.0 1.015.2 12.0 108.0 8.0KRUEGER ASB-A-S-108-102CHILLED BEAM SCHEDULEDIMENSIONS (IN)AIRFLOW AIR CONDITIONS (°F) STEAM ELECTRICAL DATATAG LOCATION SERVICE TYPE (CFM) EAT DB EAT RH LAT DB LAT RH (LB/HR) WIDTH HEIGHT KW V PH MCA DESIGN EQUIPMENT REMARKSH-01 MECH ROOM AHU-04 ELECTRIC/RO 5,500 44.0 58% 71.3 22% 45.0 57 37 16.0 208 3 47.2 DRISTEEM LMH-16 1, 2, 3REMARKS1. PROVIDE WITH ULTRA-SORB MODEL LV PRESSURIZED STEAM DISPERSION PANEL FOR MOUNTING IN THE AIR HANDLING UNIT.2. PROVIDE WITH DRAIN TO EXTERIOR OF THE AIR HANDLING UNIT. PROVIDE DRAIN COOLER AND ROUTE DRAIN PIPING TO FLOOR DRAIN.3. PROVIDE WITH CONTROLLER TO BE INTEGRATED BY BMS.HUMIDIFIER SCHEDULEDISPERSION PANEL DIMENSIONS (IN)AIRFLOWTOTAL SENS. FLOW WPD EWT LWT EDB EWB LDB LWB APD EMERGENCY FILTER WEIGHTTAG LOCATION (CFM) EXT. TOTAL RPM HP VOLTS PHASE STARTER (MBH) (MBH) (GPM) (FT) ROWS (°F) (°F) (°F) (°F) (°F) (°F) (IN) V PH MCA POWER (MERV) (LBS) DESIGN EQUIPMENT REMARKSFCU-01 DATA 1915 719 0.2 -- -- 1/3 208 1 BY EC 24.5 18.4 5.0 15.32 4 44.0 54.0 75.0 63.0 51.7 50.9 -- 208 1 3.5 NO 8 262 YORK FSX08 1, 2FCU-02 DATA 2610 719 0.2 -- -- 1/3 208 1 BY EC 24.5 18.4 5.0 15.32 4 44.0 54.0 75.0 63.0 51.7 50.9 -- 208 1 3.5 NO 8 262 YORK FSX08 1, 2FCU-03 DATA 3611 719 0.2 -- -- 1/3 208 1 BY EC 24.5 18.4 5.0 15.32 4 44.0 54.0 75.0 63.0 51.7 50.9 -- 208 1 3.5 NO 8 262 YORK FSX08 1, 2REMARKS1. PROVIDE WITH STAMPED LOUVER FRONT PANEL.2. PROVIDE TOP DISCHARGE PLENUM WITH DOUBLE DEFLECTION GRILLE.FAN COIL UNIT SCHEDULECOOLING COIL - CHILLED WATERFAN S.P. (IN. W.G.) MOTOR(S)UNIT ELECTRIC DATAAIRFLOW SP BLADE FAN DRIVETAG LOCATION SERVICE (CFM) (IN WC) TYPE (RPM) TYPE HP RPM V PH STARTER DESIGN EQUIPMENT REMARKSEF-01 MECHANICAL ROOM 1101 FIRST FLOOR EXHAUST 950 1.00 BI 1,478 DIRECT 1/2 1,750 208 1PACKAGEDGREENHECK SQ-120-VGEF-02 ROOF SECOND/THIRD FLOOR EXHAUST 2,610 1.00 BI 1,291 DIRECT 2 1,750 208 1PACKAGEDGREENHECK G-163-VGEF-03 MECHANICAL ROOM 1101 MED GAS 1102 EXHAUST 80 0.50 BI 1,232 DIRECT 1/4 1,750 208 1PACKAGEDGREENHECK SQ-97-VGFAN SCHEDULEMOTOR DATAAIRFLOWTAG LOCATION TYPE (CFM) MBH GPM WPD (FT) EWT (°F) LWT (°F) EAT (°F) LAT (°F) HP W RPM V PH MCA STARTER DESIGN EQUIPMENT REMARKSUH-01 MECH RM 1101 VERTICAL 750 17.4 3.5 0.12 130.0 110.0 60.0 103.0 1/20 -- 1,000 115 1 1.4PACKAGEDSTERLING HS-48 1, 2UH-02 MECH RM 2007 VERTICAL 750 17.4 3.5 0.12 130.0 110.0 60.0 103.0 1/20 -- 1,000 115 1 1.4PACKAGEDSTERLING HS-48 1, 2UH-03 MECH RM 3100 VERTICAL 750 17.4 3.5 0.12 130.0 110.0 60.0 103.0 1/20 -- 1,000 115 1 1.4PACKAGEDSTERLING HS-48 1, 2UH-04 RECEIVING 1901 VERTICAL 550 13.5 2.7 0.09 130.0 110.0 60.0 103.0 -- 25 1,550 115 1 1.2PACKAGEDSTERLING HS-36 1, 2REMARKS1. PROVIDE WITH MOUNTING ACCESSORIES AS REQUIRED FOR INSTALLATION.2. PROVIDE WITH LINE VOLTAGE WALL MOUNTED THERMOSTAT.UNIT HEATER SCHEDULE - HOT WATERMOTOR DATAHEATING COILFLOWRATE P.D. CONNECTIONTAG LOCATION SERVICE (GPM) (FT) SIZE (IN) DESIGN EQUIPMENT REMARKSAS-01 MECH RM 1101 GLYCOL LOOP 450 1.3 6 B&G ROLAIRTROL R-6FAS-02 MECH RM 1101 SOURCE LOOP 450 1.3 6 B&G ROLAIRTROL R-6FAS-03 MECH RM 1101 CHILLED WATER LOOP 250 2.0 4 B&G ROLAIRTROL R-4FAS-04 MECH RM 1101 HOT WATER LOOP 225 1.8 4 B&G ROLAIRTROL R-4FAIR SEPARATOR SCHEDULETANK VOLUMETAG LOCATION SERVICE (GAL) V PH MCA DESIGN EQUIPMENT REMARKSGMU-01MECHANICAL ROOM 11GLYCOL LOOP 55 115 1 -- GMU-30PGLYCOL MAKE-UP UNIT SCHEDULEELECTRICALAIRFLOWTAG LOCATION TYPE (CFM) MBH GPM WPD (FT) EWT (°F) LWT (°F) EAT (°F) LAT (°F) HP QNT RPM V PH MCA E-POWER DESIGN EQUIPMENT REMARKSCUH-01 VESTIBULE 1000 HORIZ. CEILING RECESSED 330 20.5 3.00.77 130.0 110.0 60.0 90.0 1/15 1 1,050 120 1 0.8 YES STERLING RC-03-1200 1CUH-02 STAIR 1902 VERTICAL FLOOR MOUNTED 335 12.1 1.2 0.19 130.0 110.0 65.0 98.7 1/15 1 1,050 120 1 0.8 YES STERLING FS-1005-03 1CUH-03 STAIR 1902 VERTICAL FLOOR MOUNTED 335 12.1 1.2 0.19 130.0 110.0 65.0 98.7 1/15 1 1,050 120 1 0.8 YES STERLING FS-1005-03 11. PROVIDE WITH LINE VOLTAGE WALL MOUNTED THERMOSTAT.CABINET UNIT HEATER SCHEDULE - HOT WATERMOTOR DATAREMARKSHEATING COILSURFACE AREATAG LOCATION SERVICE FLUID MBH GPM WPD (FT) EWT(°F) LWT(°F) FLUID MBH GPM WPD (FT) EWT(°F) LWT(°F) FLUID MBH GPM WPD (FT) EWT(°F) LWT(°F) FLUID MBH GPM WPD (FT) EWT(°F) LWT(°F) (SQFT) DESIGN EQUIPMENT REMARKSHX-01A CITY HARBOREFFLUENT TO GLYCOL15% PG 2,233.0 458.0 9.8 75.0 85.0 EFFLUENT 2,233.0 450.0 9.0 73.0 83.0 EFFLUENT 2,278.7 450.0 9.4 55.0 45.0 15% PG 2,278.7 449.7 9.1 40.0 50.0 417.1 B&G BP434-114 1HX-01B CITY HARBOREFFLUENT TO GLYCOL15% PG 2,233.0 458.0 9.8 75.0 85.0 EFFLUENT 2,233.0 450.0 9.0 73.0 83.0 EFFLUENT 2,278.7 450.0 9.4 55.0 45.0 15% PG 2,278.7 449.7 9.1 40.0 50.0 417.1 B&G BP434-114 1HX-02A MECH RM 1101 GLYCOL TO SOURCE WATER 2,232.5450.0 9.4 95.0 85.0 15% PG 2,232.5 458.0 10.0 85.0 75.0 15% PG 1,803.4 450.0 10.0 50.0 40.0 WATER 1,803.4 450.0 9.7 38.0 48.0 402.2 B&G BP434-110HX-02B MECH RM 1101 GLYCOL TO SOURCE WATER 2,232.5450.0 9.4 95.0 85.0 15% PG 2,232.5 458.0 10.0 85.0 75.0 15% PG 1,803.4 450.0 10.0 50.0 40.0 WATER 1,803.4 450.0 9.7 38.0 48.0 402.2 B&G BP434-110HX-03A MECH RM 1101 SOURCE TO DHW -- -- -- -- -- -- -- -- -- -- -- -- WATER 1,750.0 176.7 9.9 130.0 110.0 DHW 1,750.0 50.0 0.9 40.0 110.0 106.8 B&G BPDW4122-110 1HX-03B MECH RM 1101 SOURCE TO DHW -- -- -- -- -- -- -- -- -- -- -- -- WATER 1,750.0 176.7 9.9 130.0 110.0 DHW 1,750.0 50.0 0.9 40.0 110.0 106.8 B&G BPDW4122-110 1REMARKS1. PROVIDE WITH DOUBLE WALL.HEAT EXCHANGER SCHEDULE - WATER TO WATERHOT SIDE COLD SIDEHEATING MODECOOLING MODEHOT SIDE COLD SIDEACCEPTANCE TANK VOLUME DIMENSIONS (IN)TAG LOCATION SERVICE VOLUME (GAL) (GAL) DIA HEIGHT DESIGN EQUIPMENT REMARKSET-01 1ST FLOOR MECH ROOM GLYCOL LOOP 53 53 24.0 36.9 B&G SERIES B-200ET-02 1ST FLOOR MECH ROOM CHILLED WATER LOOP 53 53 24.0 36.9 B&G SERIES B-200ET-03 1ST FLOOR MECH ROOM HOT WATER LOOP 53 53 24.0 36.9 B&G SERIES B-200EXPANSION TANK SCHEDULE4/17/2020 10:17:15 AM MAX MIN DCV MIN INLET SIZETAGAREA SERVED(CFM) (CFM) (CFM) (IN) WIDTH (IN) HEIGHT (IN) CFM MBH GPM ROWS WPD (FT) EWT(°F) LWT(°F) EAT(°F) LAT(°F) APD (IN) NC ATTENUATOR DESIGN EQUIPMENT REMARKSVAV-0101PATIENT CORRIDOR 1100, PATIENT TOILET 1106, EXAM 1107, EXAM 1108350 140 -- 6 12.0 8.0 350 11.3 1.1 2 1.97 130.0 110.0 55.0 85.0 0.16 16 NO KRUEGER LMHSVAV-0102 COLLAB 1204, GENERAL STORAGE 1918, LINEN HOLDING 1919 630 315 -- 8 14.0 12.5 630 20.4 2.0 3 0.40 130.0 110.0 55.0 85.0 0.40 18 NO KRUEGER LMHSVAV-0103SOILET 1205, PATIENT CORRIDOR 1300, PATIENT TOILET 1304, EXAM 1305, EXAM 1306400 180 -- 6 12.0 8.0 400 13.0 1.3 3 0.35 130.0 110.0 55.0 85.0 0.30 18 NO KRUEGER LMHSVAV-0104 LARGE EXAM 1103, EAM 1104, EXAM 1105 310 80 -- 6 12.0 8.0 310 10.0 1.0 2 0.73 130.0 110.0 55.0 85.0 0.13 15 NO KRUEGER LMHSVAV-0105 CLEAN SUPPLY 1200, COLLAB 1201 300 80 -- 6 12.0 8.0 300 9.7 1.0 3 0.25 130.0 110.0 55.0 85.0 0.18 15 NO KRUEGER LMHSVAV-0106 LARGE EXAM 1301, EXAM 1302, EXAM 1303 310 80 -- 6 12.0 8.0 310 10.0 1.0 2 0.73 130.0 110.0 55.0 85.0 0.13 15 NO KRUEGER LMHSVAV-0107 PAUSE 1006 900 180 180 10 14.0 12.5 900 29.2 2.9 3 0.45 130.0 110.0 55.0 85.0 0.38 13 NO KRUEGER LMHSVAV-0108PAUSE 1002, CORRIDOR 1700, PUBLIC TOILET 1002, PUBLIC TOILET 1004, RECEPTION 1400475 245 -- 6 12.0 8.0 475 15.4 1.5 3 0.46 130.0 110.0 55.0 85.0 0.40 20 NO KRUEGER LMHSVAV-0109ULTRASOUND 1405, CHANGING 1406, MAMMOGRAPY 1407, MAMMOGRAPHY WAITING 1407725 220 -- 8 14.0 12.5 725 23.5 2.3 3 0.74 130.0 110.0 55.0 85.0 0.50 18 NO KRUEGER LMHSVAV-0110 WORK 1401, ADMIN 1402, ADMIN 1403 200 60 -- 4 12.0 8.0 200 6.5 0.6 2 0.17 130.0 110.0 55.0 85.0 0.06 27 NO KRUEGER LMHSVAV-0111 MAMMOGRAPHY READING 1408 200 40 -- 4 12.0 8.0 200 6.5 0.6 2 0.17 130.0 110.0 55.0 85.0 0.06 27 NO KRUEGER LMHSVAV-0112 X-RAY 1411 600 120 -- 8 14.0 12.5 600 19.4 1.9 3 0.38 130.0 110.0 55.0 85.0 0.36 18 NO KRUEGER LMHSVAV-0113RADIOLOGY WAITING 1408, CHANGING 1410, TECH WORK 1412, CHANGING 1414390 195 -- 6 12.0 8.0 390 12.6 1.3 3 0.33 130.0 110.0 55.0 85.0 0.39 18 NO KRUEGER LMHSVAV-0114STAFF CORRIDOR 1900, STAFF TOILET 1904, STAFF TOILET 1905, LOUNGE 1906800 405 -- 8 14.0 12.5 800 25.9 2.6 3 1.41 130.0 110.0 55.0 85.0 0.59 20 NO KRUEGER LMHSVAV-0115RAD READING 1907, RAD READING 1908, RAD READING 1909, STAFF TOILET 1910, LACTATION 1911, SUPPORT SERVICES 1912545 145 -- 8 14.0 12.5 545 17.7 1.8 3 0.31 130.0 110.0 55.0 85.0 0.31 17 NO KRUEGER LMHSVAV-0116 X-RAY 1413 600 120 -- 8 14.0 12.5 600 19.4 1.9 3 0.38 130.0 110.0 55.0 85.0 0.36 18 NO KRUEGER LMHSVAV-0117PATIENT CORRIDOR 1500, EXAM 1501, EXAM 1502, EXAM 1503, PATIENT TOILET 1504, EXAM 1505550 200 -- 8 14.0 12.5 550 17.8 1.8 3 0.32 130.0 110.0 55.0 85.0 0.32 17 NO KRUEGER LMHSVAV-0118 WHEELCHAIR STORAGE 1009, CORRIDOR 1107 540 280 -- 8 14.0 12.5 540 17.5 1.8 3 0.31 130.0 110.0 55.0 85.0 0.31 17 NO KRUEGER LMHSVAV-0119 COLLAB 1600, CLEAN 1601, OFFICE 1606 400 115 -- 6 12.0 8.0 400 13.0 1.3 3 0.30 130.0 110.0 55.0 85.0 0.35 18 NO KRUEGER LMHSVAV-0120 EXAM/PROCEDURE 1506, DATA 1915 170 105 -- 4 12.0 8.0 170 5.5 0.6 2 0.05 130.0 110.0 55.0 85.0 0.17 25 NO KRUEGER LMHSVAV-0121 COLLAB 1603, SOILED 1605 350 105 -- 6 12.0 8.0 350 11.3 1.1 2 1.97 130.0 110.0 55.0 85.0 0.16 16 NO KRUEGER LMHSVAV-0122STORAGE 1707, TREATMENT 1708, HAND THERAPY 1709, COLLAB ZONE 1914380 115 -- 6 12.0 8.0 380 12.3 1.2 3 0.25 130.0 110.0 55.0 85.0 0.27 16 NO KRUEGER LMHSVAV-0123 PAUSE 1008, CHECK IN 1700 975 325 205 10 14.0 12.5 975 31.6 3.2 3 0.56 130.0 110.0 55.0 85.0 0.44 15 NO KRUEGER LMHSVAV-0124 PT GYM 1701, CORRIDOR 1702, WORK 1706 1,350 685 320 12 16.0 15.0 1,350 43.7 4.4 3 0.94 130.0 110.0 55.0 85.0 0.44 16 NO KRUEGER LMHSVAV-0125 TREATMENT 1703, TREATMENT 1704, PATIENT TOILET 1705 210 55 -- 4 12.0 8.0 210 6.8 0.7 2 0.19 130.0 110.0 55.0 85.0 0.07 29 NO KRUEGER LMHSVAV-0201 STERILIZATION 2618 200 40 -- 4 12.0 8.0 200 6.5 0.6 2 0.17 130.0 110.0 55.0 85.0 0.06 27 NO KRUEGER LMHSVAV-0202CORRIDOR 2600, STAFF TOILET 2606, STAFF TOILET 2607, WORKSTATIONS 2608525 135 -- 8 14.0 12.5 525 17.0 1.7 3 0.29 130.0 110.0 55.0 85.0 0.29 17 NO KRUEGER LMHSVAV-0203 MD LOUNGE 2605 300 175 -- 6 12.0 8.0 300 9.7 1.0 2 0.59 130.0 110.0 55.0 85.0 0.12 15 NO KRUEGER LMHSVAV-0204 STAFF TOILET 2603, STAFF LOUNGE 2604 550 340 -- 8 14.0 12.5 550 17.8 1.8 3 0.32 130.0 110.0 55.0 85.0 0.32 17 NO KRUEGER LMHSVAV-0205SOILED 2406, PATIENT TOILET 2504, EXAM 2505, EXAM/PROCEDURE 2506320 130 -- 6 12.0 8.0 320 10.4 1.0 2 0.91 130.0 110.0 55.0 85.0 0.14 15 NO KRUEGER LMHSVAV-0206 LARGE EXAM 2501, EXAM 2502, EXAM 2503 310 80 -- 6 12.0 8.0 310 10.0 1.0 2 0.73 130.0 110.0 55.0 85.0 0.13 15 NO KRUEGER LMHSVAV-0207 CORRIDOR 2500 1,110 220 -- 10 14.0 12.5 1,110 36.0 3.6 3 1.10 130.0 110.0 55.0 85.0 0.54 18 NO KRUEGER LMHSVAV-0208 COLLAB ZONE 2404, MD WORK 2405 450 150 -- 6 12.0 8.0 450 14.6 1.5 3 0.43 130.0 110.0 55.0 85.0 0.36 20 NO KRUEGER LMHSVAV-0209 COLLAB ZONE 2400, CONSULT 2401, CLEAN SUPPLY 2402 575 175 -- 8 14.0 12.5 575 18.6 1.9 3 0.35 130.0 110.0 55.0 85.0 0.34 18 NO KRUEGER LMHSVAV-0210CORRIDOR 2300, EXAM/PROCEDURE 2307, EXAM 2308, PATIENT TOILET 2309, DATA 2610395 320 -- 6 12.0 8.0 395 12.8 1.3 3 0.34 130.0 110.0 55.0 85.0 0.29 18 NO KRUEGER LMHSVAV-0211 EXAM 2310, EXAM 2311, LARGE EXAM 2312 310 80 -- 6 12.0 8.0 310 10.0 1.0 2 0.73 130.0 110.0 55.0 85.0 0.13 15 NO KRUEGER LMHSVAV-0212 SOILED 2206, PATIENT TOILET 2304, EXAM 2305, AUDIOLOGY 2306 320 130 -- 6 12.0 8.0 320 10.4 1.0 2 0.91 130.0 110.0 55.0 85.0 0.14 16 NO KRUEGER LMHSVAV-0213 LARGE EXAM 2301, EXAM 2302, EXAM 2303 310 80 -- 6 12.0 8.0 310 10.0 1.0 2 0.73 130.0 110.0 55.0 85.0 0.13 15 NO KRUEGER LMHSVAV-0214 COLLAB ZONE 2203, MD WORK 2205 400 110 -- 6 12.0 8.0 400 13.0 1.3 3 0.35 130.0 110.0 55.0 85.0 0.30 18 NO KRUEGER LMHSVAV-0215 COLLAB ZONE 2200, CLEAN SUPPLY 2201 250 100 -- 6 12.0 8.0 250 8.1 0.8 2 0.27 130.0 110.0 55.0 85.0 0.09 16 NO KRUEGER LMHSVAV-0216 EYE EXAM 2122, EYE EXAM 2123, EYE EXAM 2124 300 75 -- 6 12.0 8.0 300 9.7 1.0 2 0.59 130.0 110.0 55.0 85.0 0.12 15 NO KRUEGER LMHSVAV-0217EYE EXAM 2125, LASER DIAGNOSIS 2126, CATARACT DIAGNOSIS 2127450 180 -- 6 12.0 8.0 450 14.6 1.5 3 0.43 130.0 110.0 55.0 85.0 0.36 20 NO KRUEGER LMHSVAV-0218 SOILED 2112, EYE EXAM 2113, EYE EXAM 2120, STORAGE 2121 300 120 -- 6 12.0 8.0 300 9.7 1.0 2 0.59 130.0 110.0 55.0 85.0 0.12 15 NO KRUEGER LMHSVAV-0219 STAFF COLLAB 2114 400 80 -- 6 12.0 8.0 400 13.0 1.3 3 0.35 130.0 110.0 55.0 85.0 0.30 18 NO KRUEGER LMHSVAV-0220CORRIDOR 2103, PATIENT TOILET 2116, PATIENT TOILET 2118, CORRIDOR 2130550 185 -- 8 14.0 12.5 550 17.8 1.8 3 0.32 130.0 110.0 55.0 85.0 0.32 17 NO KRUEGER LMHSVAV-0221 EYE EXAM 2109, EYE EAM 2110, EYE EXAM 2111 300 75 -- 6 12.0 8.0 300 9.7 1.0 2 0.59 130.0 110.0 55.0 85.0 0.12 15 NO KRUEGER LMHSVAV-0222 VF DIAGNOSIS 2106, OCT DIAGNOSIS 2107, PHOT DIAGNOSIS 2108 225 60 -- 4 12.0 8.0 225 7.3 0.7 2 0.23 130.0 110.0 55.0 85.0 0.08 30 NO KRUEGER LMHSVAV-0223 OPTICAL 2100, CASHIER 2101 500 200 -- 6 12.0 8.0 500 16.2 1.6 3 0.56 130.0 110.0 55.0 85.0 0.43 21 NO KRUEGER LMHSVAV-0224 PUBLIC TOILET 2003, PUBLIC TOILET 2005, PAUSE 2006 850 170 170 10 14.0 12.5 850 27.5 2.8 3 0.42 130.0 110.0 55.0 85.0 0.35 13 NO KRUEGER LMHSVAV-0225 CORRIDOR 2000, PAUSE 2002, PAUSE 2009 1,560 775 405 12 16 15 1,560 50.5 5.1 3 2.10 130.0 110.0 55.0 85.0 0.6 18 NO KRUEGER LMHSVAV-0226 PAUSE 2008 750 150 150 8 14 13 750 24.3 2.4 3 0.91 130.0 110.0 55.0 85.0 0.5 20 NO KRUEGER LMHSVAV-0227 OPTICIAN 2102 120 50 -- 4 12 8 120 3.9 0.4 2 0.16 130.0 110.0 55.0 85.0 0.3 20 NO KRUEGER LMHSAHU-01 & AHU-02 AIR TERMINAL UNIT SCHEDULE - HOT WATER REHEATOUTLET SIZE HEATING COIL4/17/2020 10:17:29 AM MAX MIN INLET SIZETAG AREA SERVED (CFM) (CFM) (IN) DESIGN EQUIPMENT REMARKSRAV-01 PROCEDURE 3214 650 650 10 ACCUTROL AVT6000RAV-02 PROCEDURE 3215 650 650 10 ACCUTROL AVT6000RAV-03 PROCEDURE 3220 600 600 10 ACCUTROL AVT6000RAV-04 ENDOSCOPY SUITE 2,340 2,015 24x12 ACCUTROL AVT6000AIR VALVE SCHEDULEAIRFLOW APD FREE AREA FACE VEL.TAG LOCATION SERVICE APPLICATION (CFM) (IN WC) (SQFT) (FPM) WIDTH HEIGHT DEPTH DESIGN EQUIPMENT REMARKSLV-01 2ND FLOOR MECH ROOM AHU-01 INTAKE 12,930 0.02 32.8 395 60" 144" 4.0 GREENHECK EDD-401 1, 2LV-02 1ST FLOOR MECH ROOM AHU-01 EXHAUST 12,930 0.10 15.7 824 60" 72" 4.0 GREENHECK EDD-401 1, 2LV-03 2ND FLOOR MECH ROOM AHU-02 INTAKE 12,040 0.02 32.8 367 60" 144" 4.0 GREENHECK EDD-401 1, 2LV-04 1ST FLOOR MECH ROOM AHU-02 EXHAUST 12,040 0.09 15.7 767 60" 72" 4.0 GREENHECK EDD-401 1, 2LV-05 3RD FLOOR MECH ROOM AHU-03 & AHU-04 INTAKE 13,690 0.03 28.2 486 60" 124" 4.0 GREENHECK EDD-401 1, 2LV-06 3RD FLOOR MECH ROOM AHU-03 & AHU-04 EXHAUST 13,690 0.04 28.2 486 60" 124" 4.0 GREENHECK EDD-401 1, 2REMARKS1. PROVIDE WITH INTERNALLY MOUNTED BIRDSCREEN, 1/2 IN. x 0.063 IN. ALUMINUM MESH.2. PROVIDE KYNAR PAINT, 70%, 2‐COATS, CUSTOM COLOR TO BE SELECTED BY ARCHITECT.LOUVER SCHEDULESIZE (IN)MAX MIN DCV MIN INLET SIZETAG AREA SERVED (CFM) (CFM) (CFM) (IN) WIDTH (IN) HEIGHT (IN) CFM MBH GPM ROWS WPD (FT) EWT(°F) LWT(°F) EAT(°F) LAT(°F) APD (IN) NC ATTENUATOR DESIGN EQUIPMENT REMARKSVAV-0301 STAFF TOILET 3607, STAFF TOILET 3608, WORKSTATIONS 3609 675 270 -- 8 14.0 12.5 675 21.9 2.2 3 0.50 130.0 110.0 55.0 85.0 0.44 20 NOKRUEGER LMHSVAV-0302 MD LOUNGE 3606 300 185 -- 6 12.0 8.0 300 9.7 1.0 2 0.59 130.0 110.0 55.0 85.0 0.12 15 NOKRUEGER LMHSVAV-0303 STAFF TOILET 3604, STAFF LOUNGE 3605 500 325 -- 6 12.0 8.0 500 16.2 1.6 3 0.56 130.0 110.0 55.0 85.0 0.43 21 NOKRUEGER LMHSVAV-0304 SOILED HOLDING 3405, EXAM 3505, EXAM/PROCEDURE 3506 300 120 -- 6 12.0 8.0 300 9.7 1.0 2 0.59 130.0 110.0 55.0 85.0 0.12 15 NOKRUEGER LMHSVAV-0305 EXAM 3501, EXAM 3502, EXAM 3503, PATIENT TOILET 3504 390 100 -- 6 12.0 8.0 390 12.6 1.3 3 0.25 130.0 110.0 55.0 85.0 0.29 18 NOKRUEGER LMHSVAV-0306 PATIENT CORRIDOR 3500 1,200 240 -- 10 14.0 12.5 1,200 38.9 3.9 3 2.06 130.0 110.0 55.0 85.0 0.62 20 NOKRUEGER LMHSVAV-0307 COLLAB ZONE 3404, MD WORK 3406 600 200 -- 8 14.0 12.5 600 19.4 1.9 3 0.38 130.0 110.0 55.0 85.0 0.36 18 NOKRUEGER LMHSVAV-0308 COLLAB ZONE 3400, CONSULT 3401, CLEAN SUPPLY 3402 635 175 -- 8 14.0 12.5 635 20.6 2.1 3 0.41 130.0 110.0 55.0 85.0 0.40 18 NOKRUEGER LMHSVAV-0309 EXAM 3305, EXAM/PROCEDURE 3306, DATA 3611 275 220 -- 6 12.0 8.0 275 8.9 0.9 2 0.36 130.0 110.0 55.0 85.0 0.11 16 NOKRUEGER LMHSVAV-0310CORRIDOR 3300, LARGE EXAM 3301, EXAM 3302, EXAM 3303, PATIENT TOILET 3304490 245 -- 8 14.0 12.5 490 15.9 1.6 3 0.23 130.0 110.0 55.0 85.0 0.26 16 NOKRUEGER LMHSVAV-0311 LAB 3614 125 25 -- 4 12.0 8.0 125 4.1 0.4 2 0.16 130.0 110.0 55.0 85.0 0.03 20 NOKRUEGER LMHSVAV-0312 CONFERENCE 3102 500 310 100 6 12.0 8.0 500 16.2 1.6 3 0.56 130.0 110.0 55.0 85.0 0.43 21 NOKRUEGER LMHSVAV-0313 PUBLIC TOILET 3003, PUBLIC TOILET 3005, PAUSE 3006 700 190 150 8 14.0 12.5 700 22.7 2.3 3 0.60 130.0 110.0 55.0 85.0 0.47 20 NOKRUEGER LMHSVAV-0314 CORRIDOR 3000, PAUSE 3002, PAUSE 3008 700 175 175 8 14.0 12.5 700 22.7 2.3 3 0.60 130.0 110.0 55.0 85.0 0.47 20 NOKRUEGER LMHSVAV-0315 PAUSE 3007 800 460 235 8 14.0 12.5 800 25.9 2.6 3 1.41 130.0 110.0 55.0 85.0 0.59 21 NOKRUEGER LMHSVAV-0401 PROCEDURE/ENDOSCOPY 3214 730 730 -- 8 14.0 12.5 730 23.7 2.4 3 0.71 130.0 110.0 55.0 85.0 0.50 20 YESKRUEGER LMHSVAV-0402 PROCEDURE/ENDOSCOPY 3215 730 730 -- 8 14.0 12.5 730 23.7 2.4 3 0.71 130.0 110.0 55.0 85.0 0.50 20 YESKRUEGER LMHSVAV-0403 CLEAN PROCESSING 3218, CLEAN SCOPE, SOILED 3219 505 505 -- 6 12.0 8.0 505 16.4 1.6 3 0.58 130.0 110.0 55.0 85.0 0.44 20 YESKRUEGER LMHSVAV-0404 PROCEDURE ROOM 3220 655 655 -- 8 14.0 12.5 655 21.2 2.1 3 0.45 130.0 110.0 55.0 85.0 0.43 20 YESKRUEGER LMHSVAV-0405 CORRIDOR 3230 185 185 -- 4 12.0 8.0 185 6.0 0.6 2 0.17 130.0 110.0 55.0 85.0 0.06 26 YESKRUEGER LMHSVAV-0406PATIENT TOILET 3209, PREP/RECOVERY 3210, PREP/RECOVERY 3211310 310 -- 6 12.0 8.0 310 10.0 1.0 3 0.64 130.0 110.0 55.0 85.0 0.13 15 YESKRUEGER LMHSVAV-0407SOILED WORK 3223, STAFF TOILET 3224, PATIENT TOILET 3225, CLEAN SUPPLY 3226, MED 3228635 555 -- 6 12.0 8.0 635 20.6 2.1 3 0.41 130.0 110.0 55.0 85.0 0.40 18 YESKRUEGER LMHSVAV-0408 CORRIDOR 3200, NURSE STATION 3227 515 445 -- 6 12.0 8.0 515 16.7 1.7 3 0.65 130.0 110.0 55.0 85.0 0.46 21 YESKRUEGER LMHSVAV-0409PREP/RECOVERY 3205, PREP/RECOVERY 3206, PREP/RECOVERY 3207, PREP/RECOVERY 3208520 520 -- 8 14.0 12.5 520 16.8 1.7 3 0.28 130.0 110.0 55.0 85.0 0.29 17 YESKRUEGER LMHSVAV-0410CONSULT 3201, CONSULT 3202, PREP/RECOVERY 3203, PREP/RECOVERY 3204480 400 -- 6 12.0 8.0 480 15.6 1.6 2 0.46 130.0 110.0 55.0 85.0 0.41 20 YESKRUEGER LMHSAHU-03 & AHU-04 AIR TERMINAL UNIT SCHEDULE - HOT WATER REHEATHEATING COILOUTLET SIZEHEATING CAPACITY MOUNTTAG BTU/H / LINEAR FOOT TYPE HEIGHT DEPTH MOUNT HEIGHT TUBE (IN) FIN (IN) ROWS DESIGN EQUIPMENT REMARKSFTR-A 263 PEDESTAL 2 3/4 3 3/8 3 2 3/4 -- 1 RUNTAL R2F-1 1, 2FTR-B 427 PEDESTAL 5 3/4 3 3/8 3 2 3/4 -- 2 RUNTAL R2F-2 1, 2FTR-C 542 PEDESTAL 5 3/8 3 3/8 3 2 3/4 -- 3 RUNTAL R2F-3 1, 2FTR-D 363 WALL 11 1/2 1 5/8 4 2 3/4 -- 4 RUNTAL RF-4 3FTR-E 960 WALL 24 5 5/16 4 3/4 4.25 SQ 3 STERLING VERSALINE JVB-S24 3REMARKS1. PROVIDE PEDISTALS AND MOUNTING HARDWARE AS REQUIRED FOR FLOOR MOUNTING.2. INSTALL UNIT 1" AWAY FROM WALL.3. PROVIDE MOUNTING HARDWARE AS REQUIRED FOR WALL MOUNTING.RADIATION SCHEDULE - 120°F AWTENCLOSURE (IN)ELEMENT DIMENSIONSMAX MIN DCV MIN INLET SIZETAG AREA SERVED (CFM) (CFM) (CFM) (IN) WIDTH (IN) HEIGHT (IN) CFM MBH GPM ROWS WPD (FT) EWT(°F) LWT(°F) EAT(°F) LAT(°F) APD (IN) NC ATTENUATOR DESIGN EQUIPMENT REMARKSVAV-0301 STAFF TOILET 3607, STAFF TOILET 3608, WORKSTATIONS 3609 675 270 -- 8 14.0 12.5 675 21.9 2.2 3 0.50 130.0 110.0 55.0 85.0 0.44 20 NOKRUEGER LMHSVAV-0302 MD LOUNGE 3606 300 185 -- 6 12.0 8.0 300 9.7 1.0 2 0.59 130.0 110.0 55.0 85.0 0.12 15 NOKRUEGER LMHSVAV-0303 STAFF TOILET 3604, STAFF LOUNGE 3605 500 325 -- 6 12.0 8.0 500 16.2 1.6 3 0.56 130.0 110.0 55.0 85.0 0.43 21 NOKRUEGER LMHSVAV-0304 SOILED HOLDING 3405, EXAM 3505, EXAM/PROCEDURE 3506 300 120 -- 6 12.0 8.0 300 9.7 1.0 2 0.59 130.0 110.0 55.0 85.0 0.12 15 NOKRUEGER LMHSVAV-0305 EXAM 3501, EXAM 3502, EXAM 3503, PATIENT TOILET 3504 390 100 -- 6 12.0 8.0 390 12.6 1.3 3 0.25 130.0 110.0 55.0 85.0 0.29 18 NOKRUEGER LMHSVAV-0306 PATIENT CORRIDOR 3500 1,200 240 -- 10 14.0 12.5 1,200 38.9 3.9 3 2.06 130.0 110.0 55.0 85.0 0.62 20 NOKRUEGER LMHSVAV-0307 COLLAB ZONE 3404, MD WORK 3406 600 200 -- 8 14.0 12.5 600 19.4 1.9 3 0.38 130.0 110.0 55.0 85.0 0.36 18 NOKRUEGER LMHSVAV-0308 COLLAB ZONE 3400, CONSULT 3401, CLEAN SUPPLY 3402 635 175 -- 8 14.0 12.5 635 20.6 2.1 3 0.41 130.0 110.0 55.0 85.0 0.40 18 NOKRUEGER LMHSVAV-0309 EXAM 3305, EXAM/PROCEDURE 3306, DATA 3611 275 220 -- 6 12.0 8.0 275 8.9 0.9 2 0.36 130.0 110.0 55.0 85.0 0.11 16 NOKRUEGER LMHSVAV-0310CORRIDOR 3300, LARGE EXAM 3301, EXAM 3302, EXAM 3303, PATIENT TOILET 3304490 245 -- 8 14.0 12.5 490 15.9 1.6 3 0.23 130.0 110.0 55.0 85.0 0.26 16 NOKRUEGER LMHSVAV-0311 LAB 3614 125 25 -- 4 12.0 8.0 125 4.1 0.4 2 0.16 130.0 110.0 55.0 85.0 0.03 20 NOKRUEGER LMHSVAV-0312 CONFERENCE 3102 500 310 100 6 12.0 8.0 500 16.2 1.6 3 0.56 130.0 110.0 55.0 85.0 0.43 21 NOKRUEGER LMHSVAV-0313 PUBLIC TOILET 3003, PUBLIC TOILET 3005, PAUSE 3006 700 190 150 8 14.0 12.5 700 22.7 2.3 3 0.60 130.0 110.0 55.0 85.0 0.47 20 NOKRUEGER LMHSVAV-0314 CORRIDOR 3000, PAUSE 3002, PAUSE 3008 700 175 175 8 14.0 12.5 700 22.7 2.3 3 0.60 130.0 110.0 55.0 85.0 0.47 20 NOKRUEGER LMHSVAV-0315 PAUSE 3007 800 460 235 8 14.0 12.5 800 25.9 2.6 3 1.41 130.0 110.0 55.0 85.0 0.59 21 NOKRUEGER LMHSVAV-0316 CHILLED BEAMS 110 110 -- 4 12.0 8.0 110 2.7 0.5 1 0.16 130.0 110.0 55.0 65.0 0.01 17 NOKRUEGER LMHSVAV-0401 PROCEDURE/ENDOSCOPY 3214 730 730 -- 8 14.0 12.5 730 23.7 2.4 3 0.71 130.0 110.0 55.0 85.0 0.50 20 YESKRUEGER LMHSVAV-0402 PROCEDURE/ENDOSCOPY 3215 730 730 -- 8 14.0 12.5 730 23.7 2.4 3 0.71 130.0 110.0 55.0 85.0 0.50 20 YESKRUEGER LMHSVAV-0403 CLEAN PROCESSING 3218, CLEAN SCOPE, SOILED 3219 505 505 -- 6 12.0 8.0 505 16.4 1.6 3 0.58 130.0 110.0 55.0 85.0 0.44 20 YESKRUEGER LMHSVAV-0404 PROCEDURE ROOM 3220 655 655 -- 8 14.0 12.5 655 21.2 2.1 3 0.45 130.0 110.0 55.0 85.0 0.43 20 YESKRUEGER LMHSVAV-0405 CORRIDOR 3230 185 185 -- 4 12.0 8.0 185 6.0 0.6 2 0.17 130.0 110.0 55.0 85.0 0.06 26 YESKRUEGER LMHSVAV-0406PATIENT TOILET 3209, PREP/RECOVERY 3210, PREP/RECOVERY 3211310 310 -- 6 12.0 8.0 310 10.0 1.0 3 0.64 130.0 110.0 55.0 85.0 0.13 15 YESKRUEGER LMHSVAV-0407SOILED WORK 3223, STAFF TOILET 3224, PATIENT TOILET 3225, CLEAN SUPPLY 3226, MED 3228635 555 -- 6 12.0 8.0 635 20.6 2.1 3 0.41 130.0 110.0 55.0 85.0 0.40 18 YESKRUEGER LMHSVAV-0408 CORRIDOR 3200, NURSE STATION 3227 515 445 -- 6 12.0 8.0 515 16.7 1.7 3 0.65 130.0 110.0 55.0 85.0 0.46 21 YESKRUEGER LMHSVAV-0409PREP/RECOVERY 3205, PREP/RECOVERY 3206, PREP/RECOVERY 3207, PREP/RECOVERY 3208520 520 -- 8 14.0 12.5 520 16.8 1.7 3 0.28 130.0 110.0 55.0 85.0 0.29 17 YESKRUEGER LMHSVAV-0410CONSULT 3201, CONSULT 3202, PREP/RECOVERY 3203, PREP/RECOVERY 3204480 400 -- 6 12.0 8.0 480 15.6 1.6 2 0.46 130.0 110.0 55.0 85.0 0.41 20 YESKRUEGER LMHSAHU-03 & AHU-04 AIR TERMINAL UNIT SCHEDULE - HOT WATER REHEATHEATING COILOUTLET SIZE4/17/2020 10:17:43 AM TAG TYPE MATERIAL FINISH/COLOR DESIGN EQUIPMENT REMARKSA RETURN GRILLE STEEL BY ARCH KRUEGER S80B RETURN GRILLE ALUMINUM BY ARCH KRUEGER S54801 SUPPLY DIFFUSER STEEL BY ARCH KRUEGER SHV2 LINEAR SLOT STEEL BY ARCH KRUEGER DFL3 LAMINAR FLOW ALUMINUM BY ARCH KRUEGER 51004 SUPPLY GRILLE STEEL BY ARCH KRUEGER 880REGISTER, GRILLE AND DIFFUSER SCHEDULENECK SIZENECK SIZENECK SIZEROOM NAME TYPE QTY (A"x B") CFM TYPE QTY (A"x B") CFM TYPE QTY (A"x B") CFM REMARKSSTERILIZATION 2618 1 1 9x9 200 - - - - A 1 22x10 300WORKSTATIONS 2608 1 1 9x9 225 - - - - - - - -STAFF TLT 2607 1 1 6x6 50 - - - - A 1 22x10 75STAFF TLT 2606 1 1 6x6 50 - - - - A 1 22x10 75MD LOUNGE 2605 1 2 9x9 150 A 1 22x10 300 - - - -STAFF LOUNGE 2604 1 2 12x12 250 A 1 22x22 625 - - - -STAFF TLT 2603 1 1 6x6 50 - - - - A 1 22x10 75CORRIDOR 2600 1 1 9x9 200 - - - - - - - -JANITOR 2602 - - - - - - - - A 1 22x10 75SOILED 2406 1 1 6x6 50 - - - - A 1 22x10 100EXAM PROCEDURE 2506 1 1 9x9 120 A 1 22x10 120 - - - -EXAM 2505 1 1 6x6 100 A 1 22x10 100 - - - -PATIENT TLT 2504 1 1 6x6 50 A 1 22x10 50 - - - -EXAM 2503 1 1 6x6 100 A 1 22x10 100 - - - -EXAM 2502 1 1 6x6 100 A 1 22x10 100 - - - -LARGE EXAM 2501 1 1 9x9 110 A 1 22x10 110 - - - -PATIENT CORRIDOR 2500 1 6 9x9 185 A 2 22x22 543 - - - -MD WORK 2405 / COLLAB 2404 1 3 9x9 150 - - - - - - - -COLLAB ZONE 2400 1 2 6x6 200 A 1 22x10 875 - - - -CLEAN SUPPLY 2402 1 1 6x6 75 - - - - - - - -CONSULT 2401 1 1 6x6 100 A 1 22x10 100 - - - -DATA 2610 4 1 10x10 25 - - - - - - - -ELEC 2611 - - - - - - - - A 1 10x10 75EXAM PROCEDURE 2307 1 1 9x9 120 A 1 22x10 120 - - - -EXAM 2308 1 1 6x6 100 A 1 22x10 100 - - - -PAT TLT 2309 1 1 6x6 50 - - - - A 1 22x10 75EXAM 2310 1 1 6x6 100 A 1 22x10 100 - - - -EXAM 2311 1 1 6x6 100 A 1 22x10 100 - - - -LARGE EXAM 2312 1 1 9x9 110 A 1 22x10 110 - - - -CORRIDOR 2300 1 1 6x6 100 - - - - - - - -SOILED 2206 1 1 6x6 50 - - - - A 1 22x10 100AUDIOLOGY 2306 1 1 9x9 120 A 1 22x10 120 - - - -EXAM 2305 1 1 6x6 100 A 1 22x10 100 - - - -PAT TLT 2304 1 1 6x6 50 - - - - A 1 22x10 75EXAM 2303 1 1 6x6 100 A 1 22x10 100 - - - -EXAM 2302 1 1 6x6 100 A 1 22x10 100 - - - -LARGE EXAM 2301 1 1 9x9 110 A 1 22x10 110 - - - -MD WORK 2205 / COLLAB 2203 1 3 9x9 125 A 1 22x10 325 - - - -COLLAB ZONE 2200 1 1 9x9 225 A 1 22x10 275 - - - -CLEAN SUPPLY 2201 1 1 6x6 50 - - - - - - - -EYE EXAM 2122 1 1 6x6 100 A 1 22x10 100 - - - -EYE EXAM 2123 1 1 6x6 100 A 1 22x10 100 - - - -EYE EXAM 2124 1 1 6x6 100 A 1 22x10 100 - - - -EYE EXAM 2125 1 1 6x6 100 A 1 22x10 100 - - - -LASER DIAG 2126 1 1 6x6 100 A 1 22x10 100 - - - -CATARACT DIAG 2127 1 1 6x6 100 A 1 22x10 100 - - - -STORAGE 2128 1 1 6x6 50 A 1 22x10 50 - - - -OFFICE 2129 1 1 6x6 100 A 1 22x10 100 - - - -STORAGE 2121 1 1 6x6 50 A 1 22x10 50 - - - -SOILED 2112 1 1 6x6 50 - - - - A 1 22x10 100EYE EXAM 2113 1 1 6x6 100 A 1 22x10 100 - - - -EYE EXAM 2120 1 1 6x6 100 A 1 22x10 100 - - - -STAFF COLLAB 2114 1 4 6x6 100 A 1 22x10 400 - - - -PAT TLT 2116 1 1 6x6 50 - - - - A 1 22x10 75PAT TLT 2118 1 1 6x6 50 - - - - A 1 22x10 75CORRIDOR 2117 1 1 9x9 225 - - - - - - - -CORRIDOR 2130 1 1 9x9 225 A 1 22x10 450 - - - -EYE EXAM 2111 1 1 6x6 100 A 1 22x10 100 - - - -EYE EXAM 2110 1 1 6x6 100 A 1 22x10 100 - - - -EYE EXAM 2109 1 1 6x6 100 A 1 22x10 100 - - - -PHOT DIAG 2108 1 1 6x6 75 A 1 22x10 75 - - - -OCT DIAG 2107 1 1 6x6 75 A 1 22x10 75 - - - -VF DIAG 2106 1 1 6x6 75 A 1 22x10 75 - - - -OPTICAL 2100l / CASHIER 2101 1 2 9x9 250 A 1 22x10 500 - - - -OPTICIAN 2102 1 1 9x9 120 A 1 22x10 120 - - - -PAUSE 2006 1 3 12x12 250 A 1 22x22 846 - - - -PAUSE 2002 1 1 6x6 100 A 1 22x22 846 - - - -PAUSE 2009 1 3 15x15 420 A 1 22x22 846 - - - -PAUSE 2008 1 2 15x15 375 A 1 22x22 846 - - - -CORRIDOR 2000 1 1 9x9 200 - - - - - - - -PUBLIC TLT 2005 1 1 6x6 50 - - - - A 1 22x10 75PUBLIC TLT 2003 1 1 6x6 50 - - - - A 1 22x10 75AHU-02 - AIR INLET AND OUTLET SCHEDULESUPPLY RETURN EXHAUSTINLETINLETINLETROOM NAME TYPE QTY (A"x B") CFM TYPE QTY (A"x B") CFM TYPE QTY (A"x B") CFM REMARKSSUPPORT SERVICES 1912 1 1 9x9 150 A 1 22x10 150 - - - -JAN. 1913 - - - - - - - - A 1 22x10 75LACTATION 1911 1 1 9x9 120 A 1 22x10 120 - - - -STAFF TOILET 1910 1 1 6x6 50 - - - - A 1 22x10 75RAD READING 1909 1 1 6x6 75 A 1 22x10 75 - - - -RAD READING 1908 1 1 6x6 75 A 1 22x10 75 - - - -RAD READING 1907 1 1 6x6 75 A 1 22x10 75 - - - -LOUNGE 1906 1 3 9x9 200 - - - - - - - -STAFF TOILET 1905 1 1 6x6 50 - - - - A 1 22x10 75STAFF TOILET 1904 1 1 6x6 50 - - - - A 1 22x10 75COLLAB 1914 1 1 9x9 150 A 1 22x10 250 - - - -HAND THERAPY 1709 1 1 9x9 100 A 1 22x10 100 - - - -TREATMENT 1708 1 1 6x6 80 A 1 22x10 80 - - - -STORAGE 1707 1 1 6x6 50 A 1 22x10 50 - - - -PATIENT TOILET 1705 1 1 6x6 50 - - - - A 1 22x10 75TREATMENT 1704 1 1 6x6 80 A 1 22x10 80 - - - -TREATMENT 1703 1 1 6x6 80 A 1 22x10 80 - - - -PT GYM 1701 / WORK 1706 1 6 9x9 225 A 2 22x22 675 - - - -CHECK-IN 1700 2 1 1.5x36 75 - - - - - - - -CLEAN 1601 1 1 6x6 75 - - - - - - - -OFFICE 1606 1 1 6x6 75 A 1 22x10 75 - - - -SOILED 1605 1 1 6x6 50 - - - - A 1 22x10 100MD WORK 1604 / COLLAB 1604 1 3 9x9 100 A 1 22x22 550 - - - -COLLAB 1600 1 2 9x9 125 - - - - - - - -DATA 1915 4 1 10x10 50 - - - - - - - -EXAM/PROCEDURE 1506 1 1 9x9 120 A 1 22x10 120 - - - -EXAM 1505 1 1 6x6 100 A 1 22x10 100 - - - -PATIENT TOILET 1504 1 1 6x6 50 - - - - A 1 22x10 75EXAM 1503 1 1 6x6 100 A 1 22x10 100 - - - -EXAM 1502 1 1 6x6 100 A 1 22x10 100 - - - -EXAM 1501 1 1 6x6 100 A 1 22x10 100 - - - -PATIENT CORRIDOR 1500 1 1 6x6 100 - - - - - - - -X-RAY 1413 1 2 12x12 300 A 1 22x22 550 - - - -TECH WORK 1412 1 1 9x9 120 A 1 22x10 120 - - - -RADIOLOGY WAITING 1409 1 2 9x9 110 A 1 22x10 270 - - - -CHANGING 1414 1 1 6x6 25 - - - - - - - -CHANGING 1410 1 1 6x6 25 - - - - - - - -X-RAY 1411 1 2 12x12 300 A 1 22x22 550 - - - -MAMMO READING 1408 1 1 9x9 200 A 1 22x10 200 - - - -MAMMO WAITING 1404 1 1 9x9 150 A 1 22x10 150 - - - -MAMMOGRAPHY 1407 1 1 12x12 300 A 1 22x10 300 - - - -CHANGING 1406 1 1 6x6 25 - - - - - - - -ULTRASOUND 1405 1 1 12x12 250 A 1 22x10 250 - - - -WORK 1401 1 1 6x6 50 - - - - - - - -ADMIN 1402 1 1 6x6 75 A 1 22x10 75 - - - -ADMIN 1403 1 1 6x6 75 A 1 22x10 75 - - - -RECEPTION 1400 2 2 1.5x36 100 - - - - - - - -PATIENT CORRIDOR 1300 1 1 6x6 100 - - - - - - - -SOILED 1205 1 1 6x6 50 - - - - A 1 22x10 100EXAM 1306 1 1 6x6 100 A 1 22x10 100 - - - -EXAM 1305 1 1 6x6 100 A 1 22x10 100 - - - -PATIENT TOILET 1304 1 1 6x6 50 - - - - A 1 22x10 75EXAM 1303 1 1 6x6 100 A 1 22x10 100 - - - -EXAM 1302 1 1 6x6 100 A 1 22x10 100 - - - -LARGE EXAM 1301 1 1 9x9 110 A 1 22x10 110 - - - -GENERAL STORAGE 1918 1 1 6x6 80 A 1 22x10 80 - - - -LINEN HOLDING 1919 1 1 6x6 50 - - - - - - - -EXAM 1108 1 1 6x6 100 A 1 22x10 100 - - - -EXAM 1107 1 1 6x6 100 A 1 22x10 100 - - - -PATIENT TOILET 1106 1 1 6x6 50 - - - - A 1 22x10 75COLLAB 1204 1 4 9x9 125 A 1 22x22 625 - - - -COLLAB 1201 1 2 6x6 125 - - - - - - - -CLEAN SUPPLY 1200 1 1 6x6 50 - - - - - - - -EXAM 1105 1 1 6x6 100 A 1 22x10 100 - - - -EXAM 1104 1 1 6x6 100 A 1 22x10 100 - - - -LARGE EXAM 1103 1 1 9x9 110 A 1 22x10 110 - - - -MED GAS 1102 - - - - - - - - A 2 6x6 40PATIENT CORRIDOR 1100 1 1 6x6 100 - - - - - - - -STAFF CORRIDOR 1900 1 1 9x9 100 A 1 22x22 450 - - - -CORRIDOR 1007 1 2 6X6 100 - - - - - - - -PAUSE 1008 1 3 12x12 300 A 2 22x22 685 - - - -WHEELCHAIR STORAGE 1009 1 2 9x9 170 - - - - - - - -PAUSE 1002 1 1 9x9 175 - - - - - - - -PUBLIC TOILET 1004 1 1 6x6 50 - - - - A 1 22x10 75PUBLIC TOILET 1002 1 1 6x6 50 - - - - A 1 22x10 75ELEC 1903 - - - - - - - - A 1 10x10 75PAUSE 1006 1 3 12x12 300 A 2 22x22 685 - - - -AHU-01 - AIR INLET AND OUTLET SCHEDULESUPPLY RETURN EXHAUSTINLETINLETINLETROOM NAME TYPE QTY (A"xB") CFM TYPE QTY (A"xB") CFM TYPE QTY (A"xB") CFM REMARKSWORKSTATIONS 3609 1 2 9x9 215 A 1 22x22 380 - - - -CORRIDOR 3600 / COFFEE 3610 1 2 9x9 150 - - - - - - - -STAFF TLT 3608 1 1 6x6 50 - - - - A 1 22x10 75STAFF TLT 3607 1 1 6x6 50 - - - - A 1 22x10 75MD LOUNGE 3606 1 2 9x9 150 A 1 22x10 250 - - - -STAFF LOUNGE 3605 1 2 9x9 225 A 1 22x10 350 - - - -STAFF TLT 3604 1 1 6x6 50 - - - - A 1 22x10 75JANITOR 3603 - - - - - - - - A 1 22x10 75SOILED HOLDING 3405 1 1 6x6 50 - - - - A 1 22x10 100EXAM PROCEDURE 3506 1 1 9x9 140 A 1 22x10 140 - - - -EXAM 3505 1 1 6x6 110 A 1 22x10 110 - - - -PAT TLT 3504 1 1 6x6 50 - - - - A 1 22x10 75EXAM 3503 1 1 6x6 110 A 1 22x10 110 - - - -EXAM 3502 1 1 6x6 110 A 1 22x10 110 - - - -EXAM 3501 1 1 9x9 120 A 1 22x10 120 - - - -PATIENT CORRIDOR 3500 1 6 9x9 200 A 2 22x22 600 - - - -MD WORK 3406 1 2 9x9 150 - - - - - - - -COLLAB ZONE 3404 1 1 15x15 300 - - - - - - - -COLLAB ZONE 3400 1 2 9x9 225 A 2 16x16 525 - - - -CLEAN SUPPLY 3402 1 1 6x6 75--- ---- -CONSULT 3401 1 1 6x6 110 A 1 22x10 110 - - - -DATA 3611 4 1 10x10 25 - - - - - - - -ELEC 3612 - - - - - - - - A 1 10x10 75EXAM PROCEDURE 3306 1 1 9x9 140 A 1 22x10 140 - - - -EXAM 3305 1 1 9x9 110 A 1 22x10 110 - - - -PAT TLT 3304 1 1 6x6 50 - - - - A 1 22x10 75EXAM 3303 1 1 9x9 110 A 1 22x10 110 - - - -EXAM 3302 1 1 9x9 110 A 1 22x10 110 - - - -LARGE EXAM 3301 1 1 9x9 120 A 1 22x10 120 - - - -CORRIDOR 3300 1 1 6x6 100 - - - - - - - -LAB 3614 1 1 9x9 125 - - - - A 1 22x10 125MEN'S LOCKER 3615--- -- - - - A 1 22x10 75WOMEN'S LOCKER 3616 - - - - - - - - A 1 22x10 75CONFERENCE 3102 1 4 9x9 125 A 2 22x10 250 - - - -PAUSE 3006 1 2 15x15 300 A 1 22x22 513 - - - -PAUSE 3002 1 1 6x6 100 A 1 22x22 513 - - - -CORRIDOR 3000 1 1 9x9 200 - - - - - - - -PAUSE 3008 1 3 15x15 200 A 1 22x22 513 - - - -PAUSE 3007 1 2 15x15 300 A 1 22x22 513 - - - -PUBLIC TOILET 3005 1 1 6x6 50 - - - - A 1 22x10 75PUBLIC TOILET 3003 1 1 6x6 50 - - - - A 1 22x10 75AHU-03 - AIR INLET AND OUTLET SCHEDULESUPPLY RETURN EXHAUSTINLETINLETINLETROOM NAME TYPE QTY (A" x B") CFM TYPE QTY (A" x B") CFM TYPE QTY (A" x B") CFM REMARKSPREP/RECOVERY 3211 1 1 6x6 130 A 1 22x10 130 - - - -PREP/RECOVERY 3210 1 1 6x6 130 A 1 22x10 130 - - - -PATIENT TOILET 3209 1 1 6x6 50 - - - A 1 22x10 100PREP/RECOVERY 3208 1 1 6x6 130 A 1 22x10 130 - - - -PREP/RECOVERY 3207 1 1 6x6 130 A 1 22x10 130 - - - -PREP/RECOVERY 3206 1 1 6x6 130 A 1 22x10 130 - - - -PREP/RECOVERY 3205 1 1 6x6 130 A 1 22x10 130 - - - -CORRIDOR 3200 1 1 12x12 295 A 1 22x22 295 - - - -NURSE STATION 3227 1 2 9x9 110 A 1 22x10 220 - - - -PROCEDURE/ENDOSCOPY 3214 3 3 10"ø243 A 1 22x22 350 - - - -PROCEDURE/ENDOSCOPY 3214 - - - - B 1 16x18 300 - - - - 1PROCEDURE/ENDOSCOPY 3215 3 3 10"ø243 A 1 22x22 650 - - - -PROCEDURE/ENDOSCOPY 3215 - - - - B 1 16x18 300 - - - - 1CORRIDOR 3230 1 1 9x9 185 A 1 22x22 185 - - - -MED 3228 1 1 9x9 180 A 1 22x10 140 - - - -CLEAN SUPPLY 3226 1 1 9x9 130 A 1 22x10 80 - - - -WORK ROOM 3229 1 1 9x9 150 A 1 22x10 150 - - - -PATIENT TOILET 3225 1 1 6x6 50 - - - - A 1 22x10 75STAFF TOILET 3224 1 1 6x6 50 - - - - A 1 22x10 75SOILED WORK 3223 1 1 6x6 75 - - - - A 1 22x10 240PREP/RECOVERY 3204 1 1 9x9 140 A 1 22x10 140 - - - -PREP/RECOVERY 3203 1 1 9x9 140 A 1 22x10 140 - - - -CONSULT ROOM 3202 1 1 6x6 100 A 1 22x10 100 - - - -CONSULT ROOM 3201 1 1 6x6 100 A 1 22x10 100 - - - -CLEAN SCOPE STORAGE 3217 1 1 9x9 150 - - - - - - - -CLEAN PROCESSING 3218 1 1 9x9 225 - - - - A 1 22x10 250SOILED WORK 3219 1 1 6x6 80 - - - - A 1 22x10 230PROCEDURE ROOM 3220 3 2 12"ø330 A 1 22x22 300 - - - -PROCEDURE ROOM 3220 - - - - B 1 16x18 300 - - - - 1EQUIP/SUPPLY STORAGE 3216 1 1 6x6 50 - - - - - - - -ES 3221 - - - - - - - - A 1 22x10 50REMARKS:1. GRILLE LOCATED LOW ON WALL, SEE ELEVATIONS ON H-302 FOR DETAIL.AHU-04 - AIR INLET AND OUTLET SCHEDULESUPPLY RETURN EXHAUST4/17/2020 10:17:54 AM 4/17/2020 10:18:07 AM 4/17/2020 10:18:17 AM 4/17/2020 10:18:37 AM 4/17/2020 10:18:48 AM FIRST FLOOR0' -0"SECOND FLOOR14' -0"THIRD FLOOR28' -0"T.O. STEEL42' -0"23456781LOUNGE1906RAD.READING1909STAFFTLT.1904MED GAS1102??ELEC1903SUPPORTSERVICES1912STAIR-11902-1JAN.1913LACTATION1911MECHANICALROOM1101STAFFTLT.2603JAN.2602STAIR-21902-2MECHANICALROOM2007WORKSTATIONS2608STERILIZATION2618MDLOUNGE2605STAFFLOUNGE2604STAFFTLT.3604STAIR-31902-3JAN.3603MECHROOM3100STAFFLOUNGE3605MDLOUNGE3606WORKSTATIONS3609ELEV. 3STAFFTLT.1905RAD.READING1908RAD.READING1907FTR-C 15'-10"CUH-04FTR-D 22'-10" FTR-D 20'-0"FTR-D 14'-10"UH-015" CWS1/2" HWR1/2" HWS3/4" HWSUH-03CUH-031/2" HWR3/4" HWS1/2" HWS1/2" HWR1/2" HWS1/2" HWS1/2" HWS1/2" HWR1/2" HWR1/2" HWSFTR-B 25'-10FTR-B 19'-10"FTR-B 15'-0"FTR-C 7'-0'1/2" HWR1/2" HWS1/2" HWR1/2" HWS1/2" HWS1/2" HWS1/2" HWR1/2" HWRH-30313/4"1/2"1/2"FTR-E2'-0"1/2"1/2"1/2"FTR-E2'-0"1/2"1/2"FIRST FLOOR0' -0"SECOND FLOOR14' -0"THIRD FLOOR28' -0"T.O. STEEL42' -0"23456783.56.54.34.95.56.2PUBLICTLT.1005PUBLICTLT1003VESTIBULE1000VEST.1004WHEELCHAIRSTORAGE1009PAUSE1006CORRIDOR1007PAUSE1008STAIR-11001-1PAUSE2009PUBLICTLT.2003PUBLICTLT.2005VEST.2004STAIR-21001-2PAUSE2006PAUSE2008CORRIDOR2000PUBLICTLT.3003PUBLICTLT.3005VEST.3004STAIR-31001-3PAUSE3007PAUSE3008PAUSE3006CORRIDOR3000FTR-D 20'-2"FTR-D 3'-0"FTR-D 27'-8"FTR-D 28'-2"FTR-D19'-0"FTR-A19'-0"FTR-D14'-10'FTR-D15'-0"FTR-A14'-10"FTR-A 28'-0"FTR-A 27'-6"FTR-A 20'-0"CB-04CB-03CB-01CB-02FTR-A22'-4"FTR-A22'-4"FTR-A 9'-8"FTR-A 28'-0"CUH-01FTR-A 13'-6"FTR-A 20'-6"FTR-A 3'-2"1/2" HWS1/2" HWR1/2" HWR1/2" HWS1/2" HWR1/2" HWS1/2" HWR1/2" HWS1/2" HWR1/2" HWS1/2" HWS3/4" HWS3/4" HWR3/4" HWS1/2" HWS1/2" HWR1"1"1"CWS/RCWS/RCWS/R3/4" HWR3/4" HWS1/2" HWS1/2" HWR1/2" HWR3/4" HWR3/4" HWR1/2" HWR1/2" HWR1/2" HWS3/4" HWS1/2" HWR1/2" HWS3/4" HWS3/4" HWR3/4" HWS3/4" HWSIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:H-8012018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPFLOW DIAGRAMS -HVACFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1FIN TUBE RADIATION SCHEMATIC - NORTH ELEVATION1/8" = 1'-0"2FIN TUBE RADIATION SCHEMATIC - SOUTH ELEVATIONNUMBER DATE ISSUED BY DESCRIPTION FIRST FLOOR0' -0"SECOND FLOOR14' -0"THIRD FLOOR28' -0"T.O. STEEL42' -0"ABCDFPATIENTCORRIDOR1702JAN.1913PT GYM1701CORRIDOR1007PAUSE1008CORRIDOR1900CORRIDOR2600PAUSE2008PATIENTCORRIDOR2500STERILIZATION2618CORRIDOR2000CORRIDOR3600WORKSTATIONS3609PATIENTCORRIDOR3500PAUSE3007CORRIDOR3000FTR-D 19'-0"FTR-D 28'-0"FTR-D 28'-0"FTR-B 19'-0"FTR-B 6'-0'FTR-B 6'-0'FTR-A 15'-10"FTR-B 2'-8"FTR-B 14'-0" FTR-B 5'-10"FTR-B 14'-0"1/2"1/2"1/2"1/2"1/2"1/2"1"1 1/4"1 1/4"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"3/4"3/4"3/4"3/4"1/2"1 1/4"1 1/4"1"1"3/4"1/2"3/4"1/2"1/2"1/2"VAV-01221/2"1/2"1/2"1/2"1"3/4"3/4"VAV-01241/2"1/2"1/2"1/2"FTR-E 2'-0"1/2"1/2"IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:H-8022018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPFLOW DIAGRAMS -HVACFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1FIN TUBE RADIATION SCHEMATIC - EAST ELEVATIONNUMBER DATE ISSUED BY DESCRIPTION SEQUENCE OF OPERATION ‐ VARIABLE AIR VOLUME MULTIPLE ZONE SYSTEM GENERAL: VARIABLE VOLUME SYSTEM WITH SUPPLY FANS AND RETURN FAN, CHILLED WATER COOLING COIL, HOT WATER PREHEAT COIL WITH CIRCULATING PUMP, ENERGY RECOVERY SECTION AND ECONOMIZER OPERATION VIA EXCHANGER BYPASS. THE UNITS SHALL BE SCHEDULED FOR OCCUPIED/UNOCCUPIED OPERATION. ALL CONTROL SETPOINTS NOTED IN THIS SEQUENCE SHALL BE USER ADJUSTABLE AND SHALL BE TUNED DURING SYSTEM STARTUP AND COMMISSIONING FOR PROPER SYSTEM OPERATION. STARTUP: WHEN INITIATED BY THE DDC SYSTEM, THE SUPPLY AND RETURN AIR FAN VARIABLE SPEED DRIVES SHALL BE ENABLED. IF ALL SAFETIES AND INTERLOCKS ARE IN THE NORMAL POSITION, THE FANS SHALL RAMP TO SETPOINT AND THE PID LOOPS FOR THE COOLING COIL, PREHEAT COIL, AND ECONOMIZER SHALL BE ENABLED. SHUTDOWN: WHEN INITIATED BY THE DDC SYSTEM OR TRIGGERED BY A SAFETY DEVICE, THE UNIT SHALL SHUT DOWN. BOTH FANS SHALL BE DISABLED. AFTER A PROGRAMMABLE TIME DELAY (INITIALLY 30 SECONDS) THE ECONOMIZER DAMPERS SHALL POSITION TO 100% RETURN AIR, AND THE RELIEF DAMPER SHALL CLOSE. IF THE OUTDOOR AIR IS ABOVE 40 °F, THE COOLING COIL CONTROL VALVE SHALL CLOSE. OTHERWISE, THE CHILLED WATER VALVE SHALL BE POSITIONED TO A FIXED POSITION OF 50% (ADJ.) TO COIL. AN ALARM SHALL BE GENERATED IF THE COOLING COIL LEAVING WATER TEMPERATURE FALLS BELOW 40 °F, AND THE COOLING COIL VALVE SHALL BE OPENED 100%. IF THE OUTDOOR AIR TEMPERATURE IS ABOVE 40 °F, THE PREHEAT COIL VALVE SHALL CLOSE. IF THE OUTDOOR AIR TEMPERATURE IS BELOW 40 °F, THE PREHEAT COIL VALVE SHALL MODULATE TO MAINTAIN THE TEMPERATURE AT THE MIXED AIR SENSOR ABOVE 60 °F. LEAVING AIR TEMPERATURE RESET: LEAVING AIR TEMPERATURE SET POINT SHALL BE CONTINUOUSLY RESET AGAINST OUTDOOR AIR TEMPERATURE. WHEN THE OUTDOOR AIR TEMPERATURE IS 10°F, LEAVING AIR TEMPERATURE SHALL BE 63 DEGREES. WHEN THE OUTDOOR AIR TEMPERATURE IS 80 DEGREES, LEAVING AIR TEMERATURE SHALL BE 58 DEGREES. AS RETURN AIR HUMIDITY RISES FROM 50% TO 55%, THE LEAVING AIR TEMPERATURE SHALL BE REST DOWNWARD FROM 63°F TO 58°F. THE LOWER OF THIS HUMIDITY CONTROL SET POINT OR THE COOLING DEMAND CALCULATED SET POINT SHALL BECOME THE CONTROL SET POINT FOR THE CHILLED WATER VALVE. COOLING COIL OPERATION: MECHANICAL COOLING (CHILLED WATER) SHALL BE LOCKED OUT AT ANY TIME THE OUTDOOR AIR TEMPERATURE IS BELOW 50 °F. SUBJECT TO STARTUP AND SHUTDOWN SEQUENCES AND OUTDOOR AIR LOCKOUT TEMPERATURE, THE COOLING COIL SHALL MODULATE IN SEQUENCE WITH ECONOMIZER TO MAINTAIN COIL LEAVING AIR TEMPERATURE AT SETPOINT. LEAVING AIR TEMPERATURE SETPOINT SHALL BE CONTINUOUSLY RESET. WHENEVER THE DISCHARGE PRESSURE CONTROL SETPOINT IS IN THE LOWER 30% OF THE CONTROL RANGE (SEE SUPPLY FAN SPEED MODULATION / VARIABLE PRESSURE CONTROL SECTION), THE LEAVING AIR TEMPERATURE SETPOINT SHALL BE INCREASED 0.5 DEG / 5 MINUTES TO A MAXIMUM OF 65 °F. WHENEVER THE DISCHARGE PRESSURE CONTROL IS IN THE UPPER HALF OF THE CONTROL RANGE, THE LEAVING AIR TEMPERATURE SETPOINT SHALL BE DECREASED 0.5 DEG / 5 MINUTES TO A MINIMUM OF 55 °F. AS RETURN AIR HUMIDITY RISES FROM 50% TO 55%, THE DISCHARGE AIR TEMPERATURE SHALL BE REST DOWNWARD FROM 60 TO 55°F. THE LOWER OF THIS HUMIDITY CONTROL SETPOINT OR THE COOLING DEMAND CALCULATED SETPOINT SHALL BECOME THE CONTROL SETPOINT FOR THE CHILLED WATER VALVE. ENERGY RECOVERY/ECONOMIZER OPERATION: THE ECONOMIZER (OA AND RA DAMPERS) SHALL MODULATE IN SEQUENCE WITH THE COOLING VALVE TO MAINTAIN COOLING COIL SUPPLY AIR TEMPERATURE, SUBJECT TO DIFFERENTIAL ENTHALPY CONTROL AND AN OUTDOOR AIR LOCKOUT TEMPERATURE OF 65 °F. WHENEVER THE ECONOMIZER IS LOCKED OUT DUE TO OUTDOOR AIR CONDITIONS, THE ECONOMIZER SHALL MODULATE FOR MINIMUM VENTILATION AIR FLOW RATE AS SCHEDULED. WHENEVER THE ECONOMIZER IS OPERATING, AT NO TIME SHALL THE OUTSIDE AIR FLOW RATE BE ALLOWED TO DROP BELOW THE SCHEDULED MINIMUM VENTILATION RATE (SEE DEMAND CONTROLLED VENTILATION SECTION OF THIS SEQUENCE). THE BMS SHALL MONITOR THE HEAT EXCHANGER EXHAUST AIR STREAM LEAVING AIR TEMPERATURE, AND MODULATE THE OAF/B DAMPER TO MAINTAIN THIS VALUE ABOVE 30°F. PREHEAT COIL OPERATION: WHEN THE OUTDOOR AIR TEMPERATURE IS ABOVE 40°F, THE PREHEAT COIL SHALL BE DISABLED. WHENEVER THE OUTDOOR AIR TEMPERATURE IS BELOW 40°F, THE PREHEAT COIL PUMP SHALL OPERATE CONTINUOUSLY. IF THE OUTDOOR AIR TEMPERATURE IS BELOW 40 AND THE UNIT IS RUNNING, THE PREHEAT COIL VALVE SHALL OPERATE IN SEQUENCE WITH THE COOLING, ECONOMIZER AND HEAT RECOVERY SECTION TO CONTROL LEAVING AIR TEMPERATURE WITHOUT OVERLAP. IF THE UNIT IS IN SHUTDOWN AND THE OUTDOOR AIR TEMPERATURE IS BELOW 40, THE VALVE SHALL MODULATE TO MAINTAIN THE UNIT INTERIOR TEMPERATURE AT 60 °F AT THE MIXED AIR SENSOR. RELIEF DAMPER OPERATION: THE RELIEF DAMPER SHALL MODULATE TO MAINTAIN PRESSURE SETPOINT IN THE RETURN AIR COMPARTMENT AHEAD OF THE RELIEF DAMPER. THE SETPOINT SHALL OPERATE ON A RESET SCHEDULE, INITIALLY 0.05"WC AT UNIT MINIMUM OUTDOOR AIR FLOW AND 0.1"WC AT UNIT OUTDOOR AIR MAXIMUM AIR FLOW, TO BE OPTIMIZED DURING AIR BALANCE TO ACHIEVE REQUIRED RELIEF AIR RATES. SUPPLY FAN SPEED MODULATION/VARIABLE PRESSURE CONTROL: THE SUPPLY FANS SHALL MODULATE TO MAINTAIN DUCT SUPPLY AIR PRESSURE SETPOINT AT THE REMOTELY LOCATED SUPPLY AIR DUCT PRESSURE SENSOR. THE DDC SYSTEM SHALL POLL ALL CONNECTED AIR TERMINALS ONCE EVERY 5 MINUTES FOR THEIR CURRENT CALCULATED DAMPER POSITIONS. IF ANY DAMPER IS MORE THAN 95% OPEN, THE DUCT STATIC PRESSURE SETPOINT SHALL BE AUTOMATICALLY INCREMENTED UP 0.1" EACH POLLING INTERVAL (UP TO A MAXIMUM DETERMINED DURING AIR BALANCE TO BE ADEQUATE TO SERVE ALL TERMINALS AT 100% FLOW). IF ALL DAMPERS ARE LESS THAN 85% OPEN, THE DUCT STATIC PRESSURE SETPOINT SHALL BE AUTOMATICALLY INCREMENTED DOWN 0.1" EACH POLLING INTERVAL (DOWN TO A MINIMUM DETERMINED DURING AIR BALANCE ADEQUATE TO SERVE ALL TERMINALS AT MINIMUM FLOW). RETURN FAN SPEED MODULATION (AHU‐01, AHU‐02, AHU‐03): THE RETURN FAN AIR FLOW SHALL TRACK THE SUPPLY FAN AIR FLOW AT A FIXED CFM DIFFERENTIAL THROUGH MODULATION OF THE VARIABLE SPEED DRIVES. TRACKING DIFFERENTIAL TO BE DETERMINED DURING AIR BALANCING TO ACHIEVE REQUIRED BUILDING AIR BALANCE AND PRESSURIZATION LEVELS. RETURN FAN SPEED MODULATION (AHU‐04 ONLY): THE RETURN FAN AIR FLOW SHALL MODULATE TO MAINTAIN RETURN AIR VALVE DIFFERENTIAL PRESSURE. RETURN AIR VALVES (AHU‐04 ONLY): THE RETURN AIR VALVE SHALL MODULATE TO TRACK THE SUPPLY AIRFLOW OF THE ASSOCIATED VAV TERMINAL UNITS, MINUS A FIXED DIFFERENTIAL AIRFLOW AS DETERMINED DURING BALANCING TO MAINTAIN SPACE DIFFERENTIAL REQUIREMENTS. DEMAND CONTROLLED VENTILATION: THE DDC SYSTEM SHALL CONTINUOUSLY MONITOR ALL ASSOCIATED SPACE AND RETURN AIR CO2 SENSORS. AS THE READING AT ANY CO2 SENSOR RISES FROM 800 PPM TO 1000 PPM, THE MINIMUM OUTDOOR AIR VENTILATION RATE SHALL BE INCREASED FROM THE DCV MINIMUM OA INTAKE AIRFLOW AS DETERMINED BY NYS MECHANCIAL CODE MINIMUM OA INTAKE CFM AS SCHEDULED ON SHEET H‐600. DCV SENSOR TESTS SHALL BE PERFORMED EACH MORNING AUTOMATICALLY AT 5AM. IF ANY SENSOR IS READING MORE THAN 10% DEVIATION FROM THE OTHER SENSORS ASSOCIATED WITH THAT AIR HANDLER AT THE TIME OF THE TEST, AN ALARM SHALL BE INDICATED AT THE OPERATOR CONSOLE AND THAT SENSOR SHALL BE REMOVED FROM THE OPERATIONAL SEQUENCE FOR THAT DAY. THE ALARM SHALL REPEAT EACH DAY THAT THIS CONDITION PERSISTS. IF A DCV ALARM IS INDICATED IN THIS MANNER, THE BASELINE VENTILATION SHALL BE FIXED TO THE MINIMUM OA INTAKE CFM AS DETERMINED BY NYS MECHANCIAL CODE UNTIL THE NEXT TEST PERIOD. HUMIDIFICATION (AHU‐04 ONLY): UPON CALL FOR HUMIDIFICATION, THE BMS SHALL ENABLE THE HUMIDIFIER CONTROLLER. THE CONTROLLER SHALL MODULATE THE HUMIDIFIER STEAM OUPUT TO MAINTAIN SPACE HUMIDIFICATION SETPOINTS, INITIALLY SET TO 30%. UPON SATISFACTION OF SETPOINT, THE HUMIDIFIER SHALL BE DISABLED. UNOCCUPIED OPERATION (NIGHT SETBACK/SETUP): DURING UNOCCUPIED OPERATION, THE DAMPERS SHALL REMAIN AS NOTED UNDER THE SHUTDOWN SECTION OF THIS SEQUENCE AND THE RELIEF FAN SHALL REMAIN OFF. THE SUPPLY FAN SHALL OPERATE ON FULL RECIRCULATION THROUGH THE RETURN AIR BYPASS DAMPER, AND THE COOLING COIL SHALL OPERATE TO ACHIEVE SETBACK/SETUP TEMPERATURE SET POINTS. UNOCCUPIED OPERATION SHALL BE TRIGGERED BY ANY ZONE RISING MORE THAN 2°F ABOVE/BELOW SETBACK/SETUP TEMPERATURE SETPOINTS. THE UNIT SHALL RETURN TO SHUTDOWN MODE WHEN ALL ZONES ARE RETURNED TO UNOCCUPIED TEMPERATURE SETPOINTS. WHEN ECONOMIZER COOLING IS AVAILABLE, THE UNIT SHALL ENTER OCCUPIED OPERATION. THE UNIT SHALL RETURN TO SHUTDOWN MODE WHEN ALL ZONES ARE RETURNED TO UNOCCUPIED SETPOINTS. SAFETIES: THE AIR HANDLER SHALL BE EQUIPPED WITH SMOKE DETECTORS IN THE SUPPLY AND RETURN DUCTWORK, AND A FREEZESTAT DOWNSTREAM OF THE COOLING COIL. ALL SAFETY DEVICES SHALL BE HARD WIRED IN SERIES THROUGH THE "DRIVE INHIBIT"(OR SAFETY INTERLOCK IF AVAILABLE) VFD INPUTS OF BOTH SUPPLY AND RETURN FANS TO SHUT THEM DOWN IMMEDIATELY ON SAFETY TRIP. AN AUXILIARY CONTACT ON ALL DEVICES SHALL BE MONITORED INDIVIDUALLY TO PROVIDE SPECIFIC TRIP INFORMATION AT THE OPERATOR'S CONSOLE. ON TRIP OF ANY SAFETY DEVICE, ALL PID LOOPS SHALL AUTOMATICALLY ENTER SHUTDOWN MODE. ON MANUAL (FIELD) RESET OF THE SAFETY DEVICE(S), THE FAN PID LOOPS SHALL RAMP UP, FOLLOWED BY THE LOOPS CONTROLLING THE BALANCE OF THE AIR HANDLING SYSTEM IN THE ORDER DESCRIBED IN THE STARTUP SEQUENCE. PROGRAMMING SHALL PRECLUDE THE "WIND UP" OF PID LOOPS DURING SHUTDOWN CONDITIONS. START‐UP PURGE CYCLE WHEN THE AHU STARTS, THE OUTDOOR AIR DAMPER SHALL OPEN, INITIATING A TIMED PURGE CYCLE. THE OUTDOOR AIR DAMPER SHALL MODULATE TO MAINTAIN THE MIXED AIRFLOW AT 50% OF SCHEDULED MIN OA. POST PURGE CYCLE SYSTEM SHALL NOT CHANGE FROM OCCUPIED MODE TO UNOCCUPIED MODE UNTIL SPACE CO2 LEVEL DROPS TO WITHIN 100PPM OF OUTDOOR AIR CO2 LEVEL. 4/17/2020 10:18:57 AM SEQUENCE OF OPERATION EXHAUST FANS SHALL OPERATE ON OCCUPANCY SCHEDULES. WHEN ENABLED, THE DDC SYSTEM SHALL COMMAND THE ISOLATION DAMPER OPEN. AN END SWITCH ON THE DAMPER ACTUATOR SHALL ENERGIZE THE FAN OPERATION. SEQUENCE OF OPERATION WHEN TEMPERATURE IS ABOVE TEMPERATURE SETPOINT, EA DAMPER IS OPENED. WHEN THE EA DAMPER ENDSWITCH IS MADE, THE OA DAMPER SHALL BE OPENED AND THE EXHAUST FAN SHALL ENABLE. WHEN TEMPERATURE IS BELOW TEMPERATURE SETPOINT, THE EXHAUST FAN SHALL DISABLE, THE EA DAMPER SHALL CLOSE AND THE OA DAMPER SHALL CLOSE. SEQUENCE OF OPERATION FOR VAV BOXES WITH REHEAT AND ASSOCIATED FIN TUBE RADIATION ZONE, THE FIN TUBE CONTROL VALVE SHALL OPERATE AS SECOND STAGE HEATING, WITH THE HOT WATER REHEAT COIL VALVE OPERATING AS FIRST STAGE HEATING. SEQUENCE OF OPERATION: VARIABLE AIR VOLUME TERMINAL UNIT WITH REHEAT OCCUPIED MODE AS SPACE TEMPERATURE RISES ABOVE COOLING SET POINT, THE VAV BOX SHALL MODULATE AIR FLOW BETWEEN THE ACTIVE MINIMUM COOLING AIRFLOW RATE AND SCHEDULED MAXIMUM COOLING AIRFLOW RATE. AS TEMPERATURE FALLS BELOW HEATING SET POINT, THE HEATING VALVE SHALL MODULATE OPEN SUBJECT TO A LEAVING AIR TEMPERATURE LIMIT OF 15 DEGREES ABOVE SPACE TEMPERATURE. IF ADDITIONAL HEATING IS REQUIRED, THE BOX SHALL MODULATE FROM THE ACTIVE MINIMUM AIRFLOW RATE TO THE HEATING AIRFLOW RATE IN SEQUENCE WITH HEATING VALVE. CALCULATION OF ACTIVE MINIMUM CFM ON BOXES WITH NO OCCUPANCY SENSOR OR CO2 SENSOR, THE ACTIVE MINIMUM AIRFLOW RATE SHALL BE THE SCHEDULED MINIMUM COOLING AIRFLOW RATE. ON BOXES WITH AN OCCUPANCY SENSOR ONLY, THE ACTIVE AIRFLOW RATE SHALL BE THE SCHEDULED MINIMUM COOLING AIRFLOW RATE WHENEVER OCCUPANTS ARE PRESENT, OTHERWISE IT SHALL BE SET TO ZERO WHENEVER SPACE TEMPERATURE IS ABOVE HEATING SPACE SET POINT AND MINIMUM COOLING AIRFLOW RATE IN HEATING MODE. ON BOXES WITH AN OCCUPANCY SENSOR AND CO2 SENSOR, THE ACTIVE MINIMUM AIRFLOW RATE SHALL BE THE DCV MINIMUM WHENEVER OCCUPANTS ARE PRESENT AND CO2 LEVELS ARE BELOW 700ppm. THE ACTIVE MINIMUM AIRFLOW RATE SHALL RESET LINEARLY FROM A LEVEL OF THE SCHEDULED DCV MINIMUM AIRFLOW RATE TO THE SCHEDULED COOLING MINIMUM AIRFLOW RATE AS THE CO2 LEVELS INCREASE FROM 700ppm TO 800ppm. UNOCCUPIED MODE GENERAL OPERATION SHALL BE IDENTICAL TO OCCUPIED OPERATION WITH NIGHT SETBACK AND SETUP CONTROL SET POINTS ACTIVATED. IF ANY ZONE RISES ABOVE SETUP OR FALLS BELOW SETBACK LEVELS, THE ASSOCIATED AIR HANDLER SHALL BE ACTIVATED FOR OPERATION. ACTIVE MINIMUM AIR FLOW SHALL BE ZERO WHENEVER SPACE TEMPERATURE IS ABOVE NIGHT SETBACK LEVELS, AND EQUAL TO THE SCHEDULED DCV MINIMUM AIRFLOW RATE (WHERE APPLICABLE) OR MINIMUM COOLING AIRFLOW RATE WHERE NO DCV MINIMUM AIRFLOW RATE IS SCHEDULED. OCCUPANCY SENSORS OCCUPANCY SENSORS ARE TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AS NOTED ON THE ELECTRICAL DRAWINGS. EACH OCCUPANCY SENSOR IS SUPPLIED WITH A SPARE SET OF CONTACTS FOR USE BY THIS CONTRACTOR. MULTIPLE SENSORS MAY BE ASSOCIATED WITH A VAV BOX. THESE ARE TO BE MONITORED BY THIS CONTRACTOR SUCH THAT TRIGGER OF ANY OCCUPANCY SENSOR ASSOCIATED WITH THE AREA SERVED BY A VAV BOX WILL TRIGGER THE SEQUENCE OF OPERATION NOTED ABOVE. SEQUENCE OF OPERATION ON A CALL FOR HEATING THE LOCAL LINE VOLTAGE THERMOSTAT SHALL MAKE, OPENING THE TWO POSITION HEATING VALVE. THE STRAP ON THE AQUASTAT SHALL COMPLETE THE POWER CIRCUIT TO THE BLOWER AT ANY TIME THAT THE HWS PIPE SURFACE TEMPERATURE EXCEEDS 120°F. SEQUENCE OF OPERATION THE RADIATION CONTROL VALVE SHALL OPERATE AS FIRST STAGE HEATING, CONTROL VALVE SHALL MODULATE AS REQUIRED TO MAINTAIN SPACE SET POINT (ADJ.) SEQUENCE OF OPERATION: THE BMS SHALL MONITOR THE SPACE TEMPERATURE OF ELECTRICAL ROOMS THAT CONTAIN A SPLIT SYSTEM AIR CONDITIONING UNIT OR COMPUTER ROOM AIR CONDITIONING UNIT. ALL CONTROL AND OPERATION OF THE SYSTEM AND ASSOCIATED OUTDOOR CONDENSING UNIT SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER. THE BMS SHALL SEND AN ALARM CONDITION TO THE OPERATOR WORKSTATION WHEN THE SPACE TEMPERATURE IS AT OR ABOVE THE HIGH LIMIT TEMPERATURE OF 90°F (ADJ.) WIRE THE THERMOSTAT TO THE INDOOR EVAPORATOR UNIT AND THE OUTDOOR CONDENSING UNIT. SEQUENCE OF OPERATION: CHILLED BEAM GENERAL: THE CHILLED BEAM SYSTEM SHALL INCLUDE CIRCULATION PUMP P‐11, CHILLED BEAM UNITS AS SCHEDULED, CONTROL VALVE AND TEMPERATURE SENSOR. THE CHILLED BEAM SYSTEM SHALL BE SEQUENCED AS FOLLOWS TO MAINTAIN LOOP SUPPLY WATER TEMPERATURE. ALL PARAMETERS SHALL BE PROGRAMMED AS ANALOG VARIABLES AND OPTIMIZED DURING SYSTEM COMMISSIONING AND SPECIFIED SEASONAL TESTING. PUMP OPERATION: UPON CALL FOR COOLING, THE CIRCULATION PUMP SHALL OPERATE CONTINUOUSLY AT SPECIFIED FLOWRATE. CHILLED BEAM VALVE CONTROL: THE CONTROL VALVE SHALL MODULATE IN RESPONSE TO SPACE TEMPERATURE DEMAND FOR COOLING SUBJECT TO A CHILLED BEAM LOOP TEMPEARTURE EQUAL TO 2°F ABOVE RETURN AIR DEWPOINT TEMPERATURE. THE BMS SHALL CONTINUOUSLY CALCULATE RETURN AIR DEW POINT FROM RETURN AIR TEMPERATURE AND RELATIVE HUMIDITY SENSORS IN THE ASSOCIATED AIR HANDLING UNIT. SEQUENCE OF OPERATION NORMAL OPERATION MODULATE THE HOT WATER CONTROL VALVE TO MAINTAIN A LEAVING TEMPERATURE OF 120°F (ADJUSTABLE) IN THE DHW PIPES. 4/17/2020 10:19:08 AM SEQUENCE OF OPERATION: CHILLED WATER SYSTEM GENERAL: THE CHILLED WATER SYSTEM CONSISTS OF TWO FULLY REDUNDANT CHILLED WATER PUMPS ARRANGED AS A VARIABLE FLOW PRIMARY SYSTEM. ALL PARAMETERS SHALL BE PROGRAMMED AS ANALOG VARIABLES AND OPTIMIZED DURING SYSTEM COMMISSIONING AND SPECIFIED SEASONAL TESTING. PUMP OPERATION: THE LEAD CHILLED WATER LOOP PUMP SHALL BE ENABLED TO OPERATE WHENEVER THE OUTDOOR AIR TEMPERATURE IS ABOVE THE CHILLED WATER SYSTEM LOCKOUT TEMPERATURE. ONE CHILLER PUMP SHALL OPERATE TO MAINTAIN LOOP WATER PRESSURE SET POINT. THE OPERATING SEQUENCE SHALL PROVIDE AUTOMATIC FAILURE BACKUP (REDUNDANCY) AND RUN TIME EQUALIZATION ROUTINE BASED ON A USER SELECTABLE RUN HOUR ROTATION SCHEDULE. THE LOOP WATER PRESSURE SET POINT SHALL BE CONTINUOUSLY RESET AGAINST DEMAND FOR CHILLED WATER. THIS SHALL BE BASED UPON MONITORING ALL CONNECTED AIR HANDLER CHILLED WATER VALVES. IF ALL VALVES ARE LESS THAN 85% OPEN, THE LOOP WATER PRESSURE SHALL BE REDUCED 0.5 PSID EACH 5 MINUTES UNTIL AT LEAST ONE VALVE IS OVER 85% OPEN OR THE SET POINT HAS REACHED THE MINIMUM ALLOWABLE SET POINT LEVEL P1. IF ANY VALVE IS MORE THAN 95% OPEN, THE LOOP PRESSURE SHALL BE INCREMENTED UPWARD 0.5 PSID EACH 5 MINUTES UNTIL NO VALVE IS OVER 95% OPEN OR THE LOOP PRESSURE SET POINT HAS REACHED THE MAXIMUM ALLOWABLE SET POINT LEVEL P2. LOOP PRESSURE BYPASS VALVE OPERATION: THE LOOP PRESSURE BYPASS VALVE SHALL BE MODULATED TO MAINTIAN LOOP FLOW AT NO LESS THAN 96 GPM. THE VALVE SHALL BE AUTOMATICALLY EXERCISED THROUGH THE FULL RANGE OF OPERATION ONCE PER WEEK DURING PERIODS OF NO CHILLER OPERATION. SEQUENCE OFOPERATION: HOT WATER SYSTEM GENERAL: THE HOT WATER SYSTEM SHALL BE SEQUENCED AS FOLLOWS TO MAINTAIN LOOP WATER TEMPERATURE. HEATING WATER IS TO BE PROVIDED AT ALL OCCUPIED TIMES TO MAINTAIN ENVIRONMENTAL CONDITIONS. OCCUPANCY SHALL FOLLOW THE AIR HANDLING EQUIPMENT. WHENEVER ANY AIR HANDLER IS SCHEDULED FOR OCCUPIED OPERATION, THE PUMPS SHALL OPERATE AS OCCUPIED. THE SYSTEM SHALL BE PROVIDED WITH AN OUTDOOR AIR LOW LIMIT BELOW WHICH THE SYSTEM SHALL OPERATE IN OCCUPIED MODE CONTINUOUSLY. PUMP OPERATION: ONE PUMP SHALL OPERATE TO MAINTAIN LOOP WATER PRESSURE SETPOINT. THE TWO PUMPS SHALL PROVIDE AUTOMATIC FAILURE BACKUP (REDUNDANCY) AND RUN TIME EQUALIZATION ROUTINE BASED ON A USER SELECTABLE RUN HOUR ROTATION SCHEDULE. THE LOOP WATER SETPOINT SHALL BE CONTINUOUSLY RESET OUTDOOR AIR TEMPERATURE. THE INITIAL VALUES SHALL BE TO PROVIDE DESIGN REQUIRED WATER DIFFERENTIAL PRESSURE AT OUTDOOR AIR TEMPERATURE OF 20°F, AND 50% OF THIS VALUE AT AN OUTDOOR AIR TEMPERATURE OF 65°F. THESE FOUR VALUES SHALL BE PROVIDED ON THE USER INTERFACE FOR TUNING OVER FOUR SEASONS OF OPERATION. WHENEVER THE SYSTEM IS UNOCCUPIED, THE PUMPS SHALL BE OFF. 4/17/2020 10:19:20 AM SEQUENCE OFOPERATION: HOT WATER SYSTEM GENERAL: THE WATER TO WATER HEAT PUMP SYSTEM CONSISTS OF SEVERAL WATER LOOPS INTEGRATED TO DELIVER HEATING HOT WATER AND CHILLED WATER TO THE BUILDING. THE GLYCOL LOOP EXCHANGES HEAT WITH THE EFFLUENT LOOP VIA REDUNDANT HEAT EXCHANGERS H-01A/B, AND IS SERVED BY REDUNDANT PUMP PAIR P-01A/B. THE SOURCE LOOP EXCHANGES HEAT WITH THE GLYCOL LOOP VIA REDUNDANT HEAT EXCHANGERS H-02A/B, AND IS SERVED BY REDUNDANT PUMP PAIR P-02A/B. THE THREE (3) WWHP UNITS EXCHANGE HEAT BETWEEN THE SOURCE LOOP, THE CHILLED WATER LOOP AND THE HEATING HOT WATER LOOP. THE CHILLED WATER LOOP HAS REDUNDANT PUMP PAIR P-03A/B. THE HEATING HOT WATER LOOP HAS REDUNDANT PUMP PAIR P-04A/B. ALL POINTS SHALL BE MADE AVAILABLE FOR TUNING DURING THE COMMISSIONING PROCESS. GENERAL PUMP OPERATION – RUNTIME UTILIZATION: APPLIES TO EACH PUMP PAIR. ONE PUMP SHALL OPERATE TO MAINTAIN LOOP WATER PRESSURE SETPOINT. THE TWO PUMPS SHALL PROVIDE AUTOMATIC FAILURE BACKUP (REDUNDANCY) AND RUN TIME EQUALIZATION ROUTINE BASED ON A USER SELECTABLE RUN HOUR ROTATION SCHEDULE. WWHP OPERATION: THE WWHP UNITS ARE EQUIPPED WITH AN INTEGRAL CONTROL SYSTEM. UPON CALL FOR HEATING OR COOLING, THE WWHP SYSTEM SHALL BE ENABLED. THE WWHP SYSTEM SHALL MODULATE THE WWHP UNITS TO MAINTAIN HEATING HOT WATER AND CHILLED WATER SUPPLY TEMPERATURES SIMULTANEOUSLY BY STAGING THE UNITS AND MODULATING THE COMPRESSORS. THIS REQUIRES THAT THE HEATING LOOP, THE CHILLED WATER LOOP AND THE SOURCE LOOP BE IN OPERATION AT ALL TIMES. WHENEVER THE HEATING HOT WATER LOOP FALLS BELOW SETPOINT AND ALL THREE UNITS ARE IN OPERATION, CALL FOR THE ELECTRIC BOILERS TO ENABLE. ELECTRIC BOILER OPERATION: UPON CALL FOR SUPPLEMENTAL HEAT, THE ELECTRIC BOILER B-02 AND PUMP P-12 SHALL ENABLED. THE ELECTRIC BOILERS SHALL MAINTAIN THE SOURCE LOOP SUPPLY TEMPERATURE, INITIALLY SET TO 70°F. UPON THIS SETPOINT REMAINING UNMET, THE ELECTRIC BOILER B-01 AND PUMP P-11 SHALL BE ENBLED. CHILLED WATER LOOP PUMP OPERATION: UPON CALL FOR HEATING OR COOLING, ENABLE THE LEAD PUMP. THE PUMPS SHALL BE MODULATED TO MAINTAIN LOOP PRESSURE. CHILLED WATER LOOP TEMPERATURE RESET: THE LOOP TEMPERATURE SETPOINT SHALL BE CONTINUOUSLY RESET AGAINST OUTDOOR AIR TEMPERATURE. WHEN THE OUTDOOR AIR TEMPERAUTRE IS EQUAL OR LESS THAN 70°F, THE SETPOINT SHALL BE 52°F. WHEN THE OUTDOOR AIR TEMPERATURE IS EQUAL TO OR GREATER THAN 85°F, THE SETPOINT SHALL BE 45°F. HEATING HOT WATER LOOP PUMP OPERATION: UPON CALL FOR HEATING OR COOLING, ENABLE THE LEAD PUMP. THE PUMPS SHALL BE MODULATED TO MAINTAIN LOOP PRESSURE. HEATING HOT WATER LOOP TEMPERATURE RESET: THE LOOP TEMPERATURE SETPOINT SHALL BE CONTINUOUSLY RESET AGAINST OUTDOOR AIR TEMPERATURE. WHEN THE OUTDOOR AIR TEMPERATURE IS EQUAL TO OR LESS THAN 10°F, THE SETPOINT SHALL BE 130°F. WHEN THE OUTDOOR AIR TEMPERATURE IS EQUAL TO OR GREATER THAN 55°F, THE SETPOINT SHALL BE 115°F. SOURCE WATER LOOP PUMP OPERATION: UPON CALL FOR HEATING OR COOLING, ENABLE THE LEAD PUMP. THE PUMPS SHALL BE MODULATED TO MAINTAIN LOOP PRESSURE. SOURCE WATER LOOP TEMPERATURE SETPOINT: THE SOURCE WATER LOOP TEMPERATURE WILL BE RESET BASED ON THE PRIMARY MODE OF THE WWHP SYSTEM. DURING COOLING DOMINANT OPERATION, THIS LOOP WILL HAVE A HIGH LIMIT OF 85°F. DURING HEATING DOMINANT OPERATION, THIS LOOP WILL HAVE A LOW LIMIT OF 50°F. THE WWHP SYSTEM WILL RESET THE TEMPERATURE BETWEEN THOSE LIMITS. GLYCOL LOOP PUMP OPERATION: UPON CALL FOR HEATING OR COOLING, ENABLE THE LEAD PUMP. THE PUMPS SHALL BE MODULATED TO MAINTAIN LOOP PRESSURE. GLYCOL WATER LOOP TEMPERATURE SETPOINT: DURING COOLING DOMINANT OPERATION, THE SUPPLY TEMPERATURE SETPOINT SHALL BE 85°F. THE TEMPERATURE SETPOINT SHALL BE RESET BASED ON THE SOURCE LOOP LOAD. DURING HEATING DOMINANT OPERATION, THE SUPPLY TEMPERATURE SETPOINT SHALL BE 50°F. THE TEMPERATURE SETPOINT SHALL BE RESET BASED ON THE SOURCE LOOP LOAD. EMERGENCY POWER MODE: UPON SWITCHING TO EMERGENCY POWER, THE SYSTEM SHALL BE DISABLED EXCEPT THE FOLLOWING EQUIPMENT: PUMPS P-01A/B, PUMPS P-02A/B, PUMPS P-04A/B, WWHP-01, ELECTRIC BOILER B-01 AND PUMP P-11. THE INTENT IS TO ALLOW THE ENDOSCOPY EQUIPMENT (AHU-04 AND ANCILLARY) TO OPERATE DURING EMERGENCY POWER. NORMAL OPERATION CONTINUES ABOVE WITH RESPECT TO EACH COMPONENT OPERATION. 4/17/2020 10:19:29 AM COMPUTER/DATA FLOOR BOXOUTLETWITH CABLINGCOMPUTER/DATA COMMUNICATION OUTLETWITH CABLINGWALL MOUNTED TELEPHONE BRACKETOUTLET WITH CABLINGTVTELEVISION OUTLET WITH COAXIAL CABLEDISTRIBUTIONVAUDIO/VIDEO OUTLET WITH CABLING. REFERTO DETAILS.PROJECTOR WITH MOUNTING PLATE, 120VRECEPTACLE, AND AUDIO/VIDEO OUTLETSYMBOLDESCRIPTIONFIRE ALARMSSMOKE DETECTORSDDUCT MOUNTED SMOKE DETECTORDTSDUCT SMOKE DETECTOR TEST SWITCHCCARBON MONOXIDE DETECTORHHEAT DETECTORSTBEAM SMOKE DETECTOR TRANSMITTERSRBEAM SMOKE DETECTOR RECEIVERFMANUAL PULL STATIONFWALL MOUNTED AUDIBLE/VISUAL NOTIFICATIONAPPLIANCE (CANDELA OUTPUT SHALL BE 75UNLESS NOTED OTHERWISE ON PLANADJACENT TO DEVICE)FCEILING MOUNTED AUDIBLE/VISUALNOTIFICATION APPLIANCE (CANDELA OUTPUTSHALL BE 75 UNLESS OTHERWISE NOTED ONPLAN ADJACENT TO DEVICE)FWALL MOUNTED VISUAL NOTIFICATIONAPPLIANCE (CANDELA OUTPUT SHALL BE 75UNLESS NOTED OTHERWISE ON PLANADJACENT TO DEVICE)CCARBON MONOXIDE VISUAL NOTIFICATIONAPPLIANCEFWALL MOUNTED AUDIBLE NOTIFICATIONAPPLIANCE (SPEAKER)FCEILING MOUNTED AUDIBLE NOTIFICATIONAPPLIANCE (SPEAKER)DHELECTROMAGNETIC DOOR HOLD OPENFSDFAN SHUTDOWN RELAYAIMADDRESSABLE INPUT MODULEAOMADDRESSABLE OUTPUT MODULE$SINGLE POLE SWITCHTHREE WAY SWITCHFOUR WAY SWITCHWALL MOUNTED OCCUPANCY SENSOR SWITCHWALL MOUNTED OCCUPANCY SENSOR SWITCHWITH DIMMERDIMMER SWITCHKEY OPERATED SWITCHINTERVAL TIMER SWITCHLOW VOLTAGE SWITCHSWITCH WITH PILOT LIGHT3-WAY SWITCH WITH PILOT LIGHT4-WAY SWITCH WITH PILOT LIGHTa,bINDICATES MULTI-LEVEL SWITCHINGSTRIP LUMINAIRE (DESIGNATION REFERS TOLUMINAIRE SCHEDULE)WALL MOUNTED LUMINAIRE (DESIGNATIONREFERS TO LUMINAIRE SCHEDULE)WALL SCONCE (DESIGNATION REFERS TOLUMINAIRE SCHEDULE)DOWNLIGHT (DESIGNATION REFERS TOLUMINAIRE SCHEDULE)TRACKLIGHT (DESIGNATION REFERS TOLUMINAIRE SCHEDULE)EMERGENCY BATTERY PACK (DESIGNATIONREFERS TO LUMINAIRE SCHEDULE)OS-ACEILING MOUNTED PASSIVE INFRAREDOCCUPANCY SENSOROS-CCEILING MOUNTED ULTRASONIC/PASSIVEINFRARED CORRIDOR OCCUPANCY SENSOROS-BCEILING MOUNTED ULTRASONIC/PASSIVEINFRARED OCCUPANCY SENSORPCPHOTOSENSORRCROOM CONTROLLERTCTIME CLOCK / SWITCHLCLIGHTING CONTACTORPCPHOTOCELLDESCRIPTIONSYMBOLLIGHTINGCOMMUNICATIONSDESCRIPTIONSYMBOLDESCRIPTIONSYMBOLLINE STYLESINDICATES EXISTING DEVICE OR EQUIPMENTTO BE REMOVEDPLUGMOLDIGISOLATED GROUNDEELECTRIC (OVERHEAD)CATVCABLE TELEVISION (UNDERGROUND)CATVCABLE TELEVISION (OVERHEAD)FDFEEDER DUCTEELECTRIC (UNDERGROUND)OFOPTICAL FIBER CABLING (UNDERGROUND)OFOPTICAL FIBER CABLING (OVERHEAD)SURFACE RACEWAY (ONE-PIECE)SURFACE RACEWAY (TWO-CHANNEL)LADDER RACKDESCRIPTIONSYMBOLPUBLIC ADDRESSINDICATES NEW DEVICE OREQUIPMENTSCEILING MOUNTED SPEAKERSWALL MOUNTED SPEAKERSPROFESSIONAL OR HORN TYPE SPEAKERSDUAL-DIRECTION PROFFESIONAL OR HORNTYPE SPEAKERSALL-DIRECTION PROFESSIONAL OR HORNTYPE SPEAKERVWALL MOUNTED VOLUME CONTROL SWITCHMMICROPHONE OUTLET MFLOOR MOUNTED MICROPHONE OUTLETMBMIXING BOARD OUTLETPPROGRAM BELLWALL MOUNTED CLOCKC/SWALL MOUNTED SPEAKER AND CLOCKAUXAUX. LINE LEVEL INPUTANTENNAPACCPUBLIC ADDRESS SYSTEM CONTROL CONSOLEDESCRIPTIONSYMBOLPOWER DISTRIBUTIONBRANCH CIRCUIT PANELBOARD, REFER TOPANELBOARD SCHEDULESDISTRIBUTION PANELBOARD, REFER TOPANELBOARD SCHEDULESTTRANSFORMER AT AFSSTSOLID STATE / ELECTRONIC TRIPCIRCUIT BREAKERST A/ PSHUNT-TRIP CIRCUIT BREAKER AT AFDRAW OUT CIRCUIT BREAKER A/ PTHERMAL MAGNETIC CIRCUIT BREAKERPROVIDE RJ-45 CAT. 6A JACK AND CABLEDROP QUANTITIES INDICATED BY "X" FROMOUTLET BACK TO PATCH PANEL ININDICATED CER FOR DATA(XD)OR(XD)WAPWIRELESS ACCESS POINT OUTLET. PROVIDE(2) CAT. 6A CABLES BACK TO PATCH PANELIN INDICATED CER. LEAVE 10-FOOT COIL OFCABLE AT INDICATED LOCATION. REFER TODETAIL.OSEXISTING CEILING MOUNTED OCCUPANCYSENSOR1'x4' LUMINAIRE (DESIGNATION REFERS TOLUMINAIRE SCHEDULE)2'x2' LUMINAIRE (DESIGNATION REFERS TOLUMINAIRE SCHEDULE)2'x4' LUMINAIRE (DESIGNATION REFERS TOLUMINAIRE SCHEDULE)EXISTING PANELBOARDDESCRIPTIONSYMBOLPOWERSPLIT WIRED DUPLEX RECEPTACLEDOUBLE DUPLEX RECEPTACLEEMERGENCY POWER DUPLEX RECEPTACLERECESSED, SINGLE SERVICE FLOOR BOXSPECIAL PURPOSE RECEPTACLEXHARD WIRED CONNECTION "X" INDICATES CIRCUIT NUMBERC/PCOMMUNICATION/POWER POLEJJUNCTION BOXMXMOTOR CONNECTION"X" DESIGNATION REFERS TO ELECTRICEQUIPMENT CONTROL SCHEDULE$MMANUAL MOTOR STARTER OR MOTOR RATEDSWITCHNON-FUSED DISCONNECT SWITCHDESIGNATION REFERS TO ELECTRIC EQUIPMENTAND CONTROL SCHEDULEFUSED DISCONNECT SWITCHDESIGNATION REFERS TO ELECTRIC EQUIPMENTAND CONTROL SCHEDULEMAGNETIC MOTOR STARTERDESIGNATION REFERS TO ELECTRIC EQUIPMENTAND CONTROL SCHEDULEVFDVARIABLE FREQUENCY DRIVEDESIGNATION REFERS TO ELECTRIC EQUIPMENTAND CONTROL SCHEDULEDUPLEX RECEPTACLEPUSHBUTTONEMERGENCY POWER OFF PUSHBUTTONEMERGENCY POWER DOUBLE DUPLEXRECEPTACLEECBENCLOSED CIRCUIT BREAKERPSPOWER SUPPLYHDHAND DRYERBBELL OR BUZZERDCDROP CORDCRCORD REELRRELAYTTHERMOSTATPBPULLBOXMELECTRIC METERTGBTELECOMMUNICATIONS GROUNDING BUS BARCEILING FANTMGBTELECOMMUNICATIONS MAIN GROUNDINGBUS BARPLPLUG LOAD CONTROLLER2a2aRARB2L2E2C2EXAMPLE:INDICATES 20AMP BRANCH CIRCUITCONNECTION FROM PANELBOARD, CIRCUIT #2TO LUMINAIRE(S) AND CONTROLS, OR WIRINGDEVICE(S). PROVIDE (2)-#12, (1)-#12EGIN RACEWAY FOR BRANCH CIRCUIT HOMERUNSLOWER CASE LETTER ADJACENT TO LUMINAIREINDICATES SWITCHING ARRANGEMENTPREFIX:REFER TO BRANCH CIRCUIT NOTES FORADDITIONAL INFORMATIONNO PREFIX = NORMAL BRANCHL = LIFE-SAFETY BRANCHC = CRITICAL BRANCHE = STANDBY BRANCHLUMINAIRE ON EMERGENCY BRANCH CIRCUIT,REFER TO FLOOR PLAN FOR CIRCUITINFORMATION. ALSO INDICATED BY "EM" ADJACENT TO FIXTURE.DESCRIPTIONSYMBOLSECURITYEREXIT REQUEST MOTION DETECTORCCTVSECURITY CAMERA (FIXED)CCTVPTZSECURITY CAMERA (PAN-TILT-ZOOM)SALARM SIRENDVRDIGITAL VIDEO RECORDERNVRNETWORK VIDEO RECORDERMONMONITORIDCPINTRUSION DETECTIONCONTROL PANELRIMREADER INTERFACE MODULEICINTERCOM ENTRY CONTROL STATIONBGBREAK GLASS SENSORPPANIC BUTTONHHOLD-UP BUTTONEBEXIT BUTTONDCDOOR CONTACTMLMAGNETIC LOCKLRLATCH RETRACTION DEVICEDSDOOR STRIKEPRPROXIMITY READERCRCARD READERKPKEY PADMDMOTION DETECTORDESCRIPTIONSYMBOLSCHEMATICSNORMALLY OPEN PUSHBUTTON SWITCHNORMALLY CLOSED PUSHBUTTON SWITCHNORMALLY OPEN RELAY CONTACTNORMALLY CLOSED RELAY CONTACTNORMALLY OPEN SWITCHNORMALLY CLOSED SWITCHDESCRIPTIONSYMBOLSITEONE SITE LUMINAIRE ON POLETWO SITE LUMINAIRES ON POLEFOUR SITE LUMINAIRES ON POLESQUARE BOLLARDROUND BOLLARDMHMAN HOLE LETTER DESIGNATES TYPE OFSERVICE:E-ELECTRICC-COMMUNICATIONSHHHAND HOLE LETTER DESIGNATES TYPE OFSERVICE:E-ELECTRICC-COMMUNICATIONSSITE UTILITY POLETVCEILING MOUNTED TELEVISION OUTLET WITHCOAXIAL CABLE DISTRIBUTIONTCABLE TV TAPSCABLE TV SPLITTERSAIR SAMPLING HEADFCEILING MOUNTED VISUAL NOTIFICATIONAPPLIANCE (CANDELA OUTPUT SHALL BE 75UNLESS OTHERWISE NOTED ON PLANADJACENT TO DEVICE)SHCONNECTION TO ROOF MOUNTED SMOKEHATCH OR WALL MOUNTED LOUVER.PROVIDE WITH ADDRESSABLE OUTPUT MODULE.ECCONNECTION TO ELEVATOR CAPTURE CONTROL.PROVIDE WITH ADDRESSABLE OUTPUT MODULE.ZAMZONE ADDRESSABLE MODULEAUXINDICATES AUXILLIARY CONTACTS ON FIREALARM DEVICEFFIRE DEPARTMENT PHONEFCONNECTION TO FIRE PROTECTION SYSTEMFLOW SWITCH. PROVIDE WITH ADDRESSABLEINPUT MODULE.PSCONNECTION TO FIRE PROTECTION SYSTEMPRESSURE SWITCH. PROVIDE WITHADDRESSABLE INPUT MODULE.TSCONNECTION TO FIRE PROTECTION SYSTEMTAMPER SWITCH. PROVIDE WITH ADDRESSABLEINPUT MODULE.SDCONNECTION TO SMOKE DAMPER. PROVIDEWITH ADDRESSABLE OUTPUT MODULE.HELEVATOR BLINKING HAT CONNECTION.PROVIDE WITH ADDRESSABLE OUTPUT MODULE.DESCRIPTIONSYMBOLHEALTH CAREPADJACENT LABEL INDICATES TYPE OF NURSECALL STATION:P = PATIENTS = STAFFD = DUTYM = MASTERB = CODE BLUEE = EMERGENCYSE = VOIP STAFF EMERGENCY TERMINALPB -PATIENT/CODE BLUENURSE CALL DOME LIGHT, SUBSCRIPT "Z"INDICATES ZONE LIGHTWALL MOUNTED NURSE CALL DOME LIGHT,SUBSCRIPT "Z" INDICATES ZONE LIGHTNURSE CALLCONTROL PANELRECESSED WALL WASH DOWNLIGHT(DESIGNATION REFERS TO LUMINAIRESCHEDULE)COMBINATION MAGNETIC MOTOR STARTER ANDDISCONNECT SWITCHDESIGNATION REFERS TO ELECTRIC EQUIPMENTAND CONTROL SCHEDULEADJACENT LABEL INDICATES TYPE OF PANEL:FACP = FIRE ALARM CONTROL PANELNAC = NOTIFICATION APPLIANCE CIRCUIT PANELRAP = REMOTE ANNUNCIATOR PANELVCCP = VOICE COMMUNICATION CONTROLPANELCABLE TRAYBDBUS DUCTGROUNDAUTOMATIC TRANSFER SWITCHATSMCURRENT TRANSFORMER CABINET WITHMETERTRANSFORMERPANELBOARDPAPUBLIC ADDRESS SYSTEM HEAD END RACKLEGENDG A/ PGENERATOR AT ASFUSEDDISCONNECTSWITCHASDISCONNECTSWITCHE/TELECTRIC/TELECOMMUNICATIONS(OVERHEAD)E/TELECTRIC/TELECOMMUNICATIONS(UNDERGROUND)TELECOMMUNICATIONS (OVERHEAD)TTTELECOMMUNICATIONS (UNDERGROUND)INDICATES EXISTING DEVICE OREQUIPMENTDESCRIPTIONSYMBOLMISCELLANEOUSREFERENCE TO FEEDER SCHEDULEREFERENCE TO REMOVAL NOTEREFERENCE TO DRAWING NOTEDETAIL/PLAN REFERENCE SYMBOL$3$4$OS$OSD$D$K$T$LV$PL$3PL$4PLSINGLE FACE WALL MOUNTED EXIT SIGN. SOLIDWEDGE INDICATES CHEVRON DIRECTION(S).(DESIGNATION REFERS TO LUMINAIRE SCHEDULE)DOUBLE FACE WALL MOUNTED EXIT SIGN. SOLIDWEDGE INDICATES CHEVRON DIRECTION(S).(DESIGNATION REFERS TO LUMINAIRE SCHEDULE)SINGLE FACE CEILING MOUNTED EXIT SIGN. SOLID WEDGE INDICATES CHEVRON DIRECTION(S). (DESIGNATION REFERS TO LUMINAIRE SCHEDULE)DOUBLE FACE CEILING MOUNTED EXIT SIGN. SOLID WEDGE INDICATES CHEVRON DIRECTION(S).(DESIGNATION REFERS TO LUMINAIRE SCHEDULE)ESMEMERGENCY SWITCHING MODULELOW VOLTAGE DIMMER SWITCH$LVDTHREE WAY LOW VOLTAGE DIMMER SWITCH$3LVDTHREE WAY LOW VOLTAGE SWITCH$3LVIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-0002018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPELECTRICAL SYMBOLSFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102NUMBER DATE ISSUED BY DESCRIPTION ABBREVIATIONSDESCRIPTIONABBREV.AMPEREALTERNATING CURRENTABOVE COUNTERABOVE FINISHED FLOORABOVE FINISHED GRADEARC FAULT CIRCUIT INTERRUPTERAMPERES INTERRUPTING CAPACITYALUMINUMASYMMETRICALAUTOMATIC TRANSFER SWITCHAMERICAN WIRE GAUGEBRANCHCONDUITCABINETCABLE TELEVISIONCIRCUIT BREAKERCLOSED CIRCUIT TELEVISIONCOMMUNICATIONS EQUIPMENT ROOMCIRCUITCEILINGCONTACTORCONTROL PANELCURRENT TRANSFORMERCOPPERCABINET UNIT HEATERDIRECT CURRENTDELTA CONNECTEDDISCONNECTDRINKING FOUNTAINDOUBLE POLE, SINGLE THROWDOUBLE POLE, DOUBLE THROWELECTRICAL CONTRACTOREQUIPMENT GROUNDEMERGENCYETHYLENE PROPYLENE RUBBEREQUIPMENTEXISTING TO REMAINEXISTING TO BE RELOCATEDEXISTINGEXISTINGEXPLOSION PROOFELECTRICELECTRIC METALLIC TUBINGELECTRIC WALL HEATERFOOTCANDLEFULL CAPACITY ABOVE NORMALFULL CAPACITY BELOW NORMALFLUORESCENTFULL VOLTAGE, NON-REVERSINGFULL VOLTAGE, REVERSINGFIRE ALARMFIRE ALARM CONTROL PANELFULL LOAD AMPERESGENERATORGROUND FAULTGROUND FAULT CIRCUIT INTERRUPTERGROUNDGALVANIZED RIGID STEELHAND-OFF-AUTOMATICHORSEPOWERHIGH PRESSURE SODIUMHIGH VOLTAGEHERTZINCANDESCENTISOLATED GROUNDINTERCOMINTERMEDIATE METAL CONDUITJUNCTION BOXAACACAFFAGAFCIAICALASYMATSAWGBRCCABCATVCBCCTVCERCKTCLGCONTCPCTCUCUHDCDISCDFDPSTDPDTECEGEMEPREQUIPETRERLEXIST(E)EXPELECTEMTEWHFCFCANFCBNFLUORFVNRFVRFAFACPFLAGENGFGFIGNDGRSHOAHPHPSHVHZINCADIGICIMCJBA. DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, WIRING, AND RACEWAYS IN DASHED LINE STYLE UNLESS NOTED TO REMAIN OR BE RELOCATED. DISCONNECT AND REMOVE ALL EXISTING LIGHT FIXTURES, HVAC EQUIPMENT, STARTERS, WIRING DEVICES, SPECIAL SYSTEMS DEVICES (PUBLIC ADDRESS, FIRE ALARM, TELECOM, SECURITY, NURSE CALL), AND ALL ASSOCIATED BRANCH CIRCUIT WIRING, SPECIAL SYSTEMS WIRING, AND RACEWAYS. WHERE EXISTING DEVICES ARE NOT BEING REUSED, THEY AND THEIR ASSOCIATED WIRING AND RACEWAYS SHALL BE COMPLETELY REMOVED BACK TO SOURCE.B. DISCONNECT AND REMOVE ALL EMPTY AND ABANDONED RACEWAYS UNLESS NOTED OTHERWISE. CUT FLUSH WITH FLOOR WHERE APPLICABLE AND PLUG WITH GROUT.C. COORDINATE ALL REMOVAL WORK WITH OTHER TRADES. PROVIDE ALL WIRING AND CONNECTIONS REQUIRED TO MAINTAIN BRANCH CIRCUIT OR SPECIAL SYSTEMS CIRCUIT CONTINUITY TO DEVICES AND EQUIPMENT TO REMAIN WHETHER LOCATED WITHIN OR OUTSIDE OF THE PROJECT BOUNDARY.D. PARTIAL BRANCH CIRCUIT WIRING DENOTING EXISTING CIRCUITING OR CONTROL IS SHOWN FOR REFERENCE ONLY, AND IS NOT INTENDED TO ILLUSTRATE COMPLETE WIRING SYSTEM. FIELD VERIFY EXISTING WIRING AND CONNECTIONS.E. ALL DATA, CATV, AND TELEPHONE CABLING SHALL BE REMOVED BACK TO PORT ON TERMINATION EQUIPMENT UNLESS OTHERWISE INDICATED. DO NOT CUT CABLING AND LEAVE COILED UNLESS OTHERWISE CALLED FOR. UPDATE PORT SCHEDULE WITH NEW SPARE PORTS.GENERAL ELECTRICAL NOTES:DESCRIPTIONABBREV.THOUSAND AMPERE INTERRUPTING CAPACITYKILOVOLTKILOVOLT-AMPEREKILOWATTKILO (THOUSAND)THOUSAND CIRCULAR MILSTHOUSAND CIRCULAR MILSPILOT LIGHTLIGHTINGLOW-VOLTAGEMEGA (MILLION)MASTER ANTENNA TELEVISIONMAIN FUSED SWITCHMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMETAL HALIDEMAIN LUGS ONLYMEDIUM-VOLTAGEMEGAVOLT-AMPERENATIONAL ELECTRICAL CODENORMALLY CLOSEDNORMALLY OPENNIGHT LIGHT (UNSWITCHED)NEUTRALNON-FUSEDNOT IN CONTRACTNOT TO SCALEOVERLOADOVERHEADPULLBOXPOWER FACTORPANELPOTENTIAL TRANSFORMERPOLYVINYL CHLORIDEPHASEPOLEPHASEPILOT LIGHTPOWER PANELPOWERREDUCED VOLTAGE, NON-REVERSINGROOMROOT MEAN SQUAREDSERVICE ENTRANCESURGE PROTECTIVE DEVICESURGE SUPPRESSIONSWITCHSWITCHBOARDSYMMETRICALSTARTERTIME DELAY RELAYTYPICALTEMPERATURE CONTROL PANELTHERMOSTATTELEVISIONUNDERGROUNDUNIT HEATERVOLTVOLT-AMPEREVAPORPROOFWATTWIRE GUARDWEATHERPROOFTRANSFORMERCROSS LINKED POLYETHYLENEEXPLOSION PROOFWYE CONNECTEDKAICKVKVAKWKKCMKCMILLLTGLVMMATVMFSMCBMCCMHMLOMVMVANECNCNONLNNFNICNTSOLOHPBPFPNLPTPVCØPPHPLPPPWRRVNRRMRMSSESPDSSSWSWBDSYMSTRTDRTYPTCPTSTATTVUGUHVVAVPWWGWPXFMRXLPXPYIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-0012018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPELECTRICALABBREVIATIONS ANDGENERAL NOTESFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102NUMBER DATE ISSUED BY DESCRIPTION 4/17/2020 10:15:37 AM SSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSFFFFFFFFFFFFFFFFFFFFFFSSSSSSSSSSWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF FSSFFFFFWAPMMMSSSMVFD VFD VFDCFMVFDMVFDMMMMVFDMVFDMVFDMVFDCCTVCCTVCCTVCCTVCCTVCCTVCCTVCCTVEEEESFWAPPPPPJJFFMMCCTVSCCTVECBECBMPRMPRPRPRMMPRPRPRPRPRPRECBMFTSTSFTSFTSFMVFDMVFDVFDVFDMMVFDVFDMMMMMMMMMSDSDSDMMMMMMSFF F FFFSSSSSSSSSPRECBMMFSS2345678ABCDEF3.56.51G4.34.95.56.2LOUNGE1906RAD.READING1909EXAM1107GENERALSTORAGE1918CLEANSUPPLY1200EXAM1303EXAM1302STAFFTLT.1904EXAM1503EXAM1105EXAM1104LARGEEXAM1103EXAM1305COFFEE1917PAT.TLT.1504PUBLICTLT.1005PUBLICTLT1003MED GAS1102VESTIBULE1000EXAM1306VEST.1004WHEELCHAIRSTORAGE1009PAUSE1002PATIENTCORRIDOR1100EXAM1108ELEC1903EXAM1505SOILED1605TREATMENT1704WORK1706STORAGE1707MD WORK1604COLLAB.ZONE1600CLEAN1601X-RAY1411PATIENTCORRIDOR1500MAMMOGRAPHY1407RECEPTION1400ULTRASOUND1405CHNG.1407CHANGING1414MAMMOGRAPHYREADING1408PATIENTCORRIDOR1300MAMMOGRAPHYWAITING1404TECHWORK1412RADIOLOGYWAITING1409COLLAB.ZONE1201HANDTHERAPY1709TREATMENT1708RECEIVING1901ELEC.1916EXAM /PROCEDURE1506SUPPORTSERVICES1912DATA1915STAIR-11902-1LARGEEXAM1301ADMIN1402EXAM1501EXAM1502TREATMENT1703CHECK-IN1700PAT.TLT.1106PAT.TLT.1304PAT. TLT.1705COLLAB.ZONE1914LINENHOLD.1919SOILED1205PATIENTCORRIDOR1702JAN.1913LACTATION1911PAUSE1006PT GYM1701CORRIDOR1007PAUSE1008STAIR-11001-1CORRIDOR1900MECHANICALROOM1101(4D)AC (1D)+48"+48"GFI ACGFIACGFIACELEV. 3MED/ POC1202MED/ POC1602COLLAB.ZONE1203STAFFTLT.1905X-RAY1413WORK1401ADMIN1403STAFFTLT.1910RAD.READING1908RAD.READING1907MD WORK1204CHANGING14061222AC (4D)ACUSBAC (4D)ACUSB(4D)(4D)(4D)(4D)AC(4D)(4D)(4D)(4D)(4D)ACAC(4D)(4D)(1D)ACGFIACGFIACGFI+48"GFI+48"GFIGFIAC(4D)ACACUSB(4D)AC+48"+48"ACUSBACUSBAC(4D)ACUSBAC(4D)GFIAC(4D)GFIACUSBUSB(4D)(4D)GFIAC(2D)GFIACMDP SECT. 1MDP SECT. 2LV-1AGENERATORLV-1CLV-1DFACP+48"+48"+48"+48"91011LV-1BE-4011E-4014+48"+48"+48"+48"AC(1D)GFIACAC(1D)GFIACAC(1D)GFIACAC(1D)GFIAC(4D)(4D)(4D)(4D)(4D)GFIAC(1D)ACGFIAC(1D)ACGFIAC(1D)ACGFIAC(1D)AC(4D)(4D)(4D)(4D)(1D) ACGFI AC+48"+48"+48"+48"+48"+48"+48"+48"+48"+48"(4D)(4D)(4D)(4D)(4D)AC(1D)GFIACAC(1D)GFIACAC(1D)GFIACAC(1D)GFIACAC (1D)GFI AC+48"+48"+48"+48"+48"+48"+48"+48"33ELEV. 1ELEV. 2E-4015COLLAB.ZONE1603(4D)(4D)4567+48"+48"(4D) ACGFI ACGFI+48"GFIAC(4D) ACGFI ACGFIACGFI+48"USBUSB88(4D)(4D)E-401619GARAGEDOOR MOTOR91110WWHP-02WWHP-0122E5GFI+48"1515151515151515151515151515151530153030FA RAP(1D)(1D)(1D)GFI+48"(4D)(4D)(4D)(4D)(4D)(4D)1118A18B18A18B20212222232324A24A25A25A(2D)12(2D)12(2D)1213(2D)13(2D)13(4D)(2D)(2D)12USBUSBUSBUSBUSB(1D)(1D)B(1D)C1414(1D)C14(1D)C14(1D)C14(1D)C14(1D)B14(1D)C14(4D)1515(4D)16161616GFI+48"GFI+48"(4D)(4D)GFIACGFIAC15GFIAC(4D)ACUSB(4D)(4D)(4D)GFIAC(4D)(4D)(4D)19MEDGASMANIFOLDGFI+48"EPGFIWP14P-05B(4D)(4D)(4D)(4D)(4D)(4D)1515GFI+48"GFI+48"2121(4D)(4D)18(TYP)(4D)(4D)158(4D)(4D)ACUSBACUSBACUSB(4D) ACGFI AC17P-05A20(TYP)32CUH-0133CUH-0334GEN.RAP21TUTILITYTRANSFORMERGFIWPGFIWP(1D)C1431313131363636361010101032323232333333 333333999966 666622221111111158 7+48"+48"10 91212121211111111141414141313131316 1616161515151515 15E10E1018181818181812171717171720202019 1919+48"5222266666619212125242222229999997777777(1D)AC88888888555510101010777712121212+48"+48"999914 1414141116131313181818181818151515151522E9E920202020221717172222222222191919191924242424 24242621FRIDGE21212123232323282530303030AC(4D)2727272727AC32 3232323292931333333331011(4D)1313131313USB14141414141414(1D)C14232417171717X-RAY 1ECBX-RAY 2ECB23242525E-5042E-5041E-5052E-505126L3L3261616161617192115272829272829ADA MOTOR29292728ADA MOTOR2728ADA MOTOR29292928282830303030292829282928GFIGFIGFI26262037213132P-01BP-01A33353535357261515151520201715151515155543015(4D)(4D)40,423334,36(4D)(4D)3411TRAP PRIMERAOM35AOM3624B24B25B25BP-03AP-03B2021P-02AP-02BP-04AP-04BP-06AP-06B19A19B19A19BB-02B-011413P-123141P-1331P-072626131442UH-014344UH-04373737DRP-A474947492928EF-03EF-01381229292939E-50614040CER AE-9033POW & DATA FLRBOX DETAIL(TYP)(2D)126USB5101415151515154115OFFICE1606L12324E30E30E2E30E2E2REFER TO SITE PLAN FOR EXACT PLACEMENT44 4610WWHP-03IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-1012018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPFIRST FLOOR PLAN -POWER & SYSTEMSFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1FIRST FLOOR PLAN - POWER & SYSTEMSDRAWING NOTES:1. PROVIDE 24" WIRE BASKET STYLE CABLE TRAY.2. PROVIDE 12" WIRE BASKET STYLE CABLE TRAY.3. PROGRAM DEVICE FOR ELEVATOR RECALL.4. UNLESS NOTED OTHERWISE, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL NORMAL POWER BRANCH CIRCUITS WEST OF INDICATED LINE TO PANELBOARD LV-1A.5. UNLESS NOTED OTHERWISE, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL NORMAL POWER BRANCH CIRCUIT CONNECTIONS BETWEEN THE INDICATED LINES TO PANELBOARD LV-1B.6. UNLESS NOTED OTHERWISE, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL NORMAL POWER BRANCH CIRCUIT CONNECTIONS BETWEEN THE INDICATED LINES TO PANELBOARD LV-1C.7. UNLESS NOTED OTHERWISE, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL NORMAL POWER BRANCH CIRCUITS EAST OF INDICATED LINE TO PANELBOARD LV-1D.8. CONFIRM EXACT MOUNTING HEIGHT AND LOCATION WITH PC PRIOR TO ROUGH IN.9. PROVIDE 1/2" EMT CONDUIT AND THHN CONTROL WIRE FROM PUSHBUTTON TO GARAGE DOOR MOTOR.10. PROVIDE CONNECTION TO GENERATOR BLOCK HEATER AND GENERATOR BATTERY CHARGER FROM PANEL LV-1A. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION.11. PROVIDE TWO-WAY COMMUNICATION ANNUNCIATOR PANEL. PROVIDE 120V CONNECTION (2-#12, 1-#12EG IN 3/4"C) TO POWER SUPPLY BACK TO LIFE SAFETY BRANCH PANELBOARD LS-P1. REFER TO DETAIL 2/E-503 FOR ADDITIONAL INFORMATION.12. PROVIDE WALL MOUNTED LED MONITOR AND PC SUPPLIED BY OWNER. PROVIDE DUPLEX RECEPTACLE AND DATA OUTLET AS INDICATED CONCEALED BEHIND LED MONITOR. PROVIDE HDMI CABLE FROM PC WORKSTATION TO LED MONITOR. INSTALL POWER/DATA OUTLET AS INDICATED 84" AFF BEHIND MONITOR.13. PROVIDE WALL MOUNTED LED MONITOR AND PC SUPPLIED BY OWNER. INSTALL IP SURVEILLANCE VIDEO CLIENT ON FURNISHED PC. SET THE CAMERA VIEWS ON THIS MONITOR TO ONLY DISPLAY THE CAMERAS IN THE PATIENT CORRIDOR ON EITHER SIDE OF THIS COLLABORATION ZONE AND THE PAUSE AREA IN THE MAIN CORRIDOR DIRECTLY OUTSIDE THIS COLLABORATION ZONE. PROVIDE DUPLEX RECEPTACLE AND DATA OUTLET AS INDICATED CONCEALED BEHIND LED MONITOR. PROVIDE HDMI CABLE FROM PC WORKSTATION TO LED MONITOR. INSTALL NVR CLIENT SOFTWARE ON THIS PC WORKSTATION. INSTALL POWER/DATA OUTLET AS INDICATED 84" AFF BEHIND MONITOR.14. PROVIDE TYPE IP CAMERA (TYPE AS INDICATED IN SUBSCRIPT) WITH CAT. 6 CABLE BACK TO DATA CLOSET. TERMINATE IN 48-PORT PATCH PANEL. TERMINATE, TEST, AND LABEL OUTLET AT CAMERA END. PROVIDE 1-FOOT CAT. 6 PATCH CABLE AT EACH END.15. PROVIDE MULTI SERVICE FLOOR BOX WITH (3) DUPLEX RECEPTACLES AND DATA OUTLET QUANTITY AS INDICATED. PROVIDE ALL REQUIRED DEVICE BRACKETS AND BLANK COVER PLATES IN FLOOR BOX. PROVIDE (2) 1-1#4" CONDUITS TO DROP CEILING SPACE FROM DATA SIDE AND (1) 1" CONDUIT FOR POWER FROM RECEPTACLE SIDE. 16. INSTALL 24V TRANSFORMER FURNISHED BY THE TEMPERATURE CONTROLS SUB-CONTRACTOR FOR VAV POWER. PROVIDE 120V CONNECTION (2-#12, 1-#12EG IN 3/4") TO TRANSFORMER. COORDINATE EXACT LOCATION WITH THE TEMPERATURE CONTROLS SUB-CONTRACTOR.17. PROVIDE 3/4" FLEXIBLE METAL CONDUIT CONNECTION FROM WALL JUNCTION BOX TO FURNITURE POWER FEED CONNECTION. RECEPTACLES SHOWN IN FURNITURE ARE FURNISHED WITH FURNITURE.18. PROVIDE 1-1/4" FLEXIBLE METAL CONDUIT CONNECTION TO FURNITURE DATA COMPARTMENT FOR EVERY (8) DATA OUTLETS SHOWN.19. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) FROM MED GAS MANIFOLDS TO ADJACENT 20A/1P ENCLOSED CIRCUIT BREAKER FED FROM PANEL CB-P3.20. PROVIDE FREESTANDING, FLOOR MOUNTED MODULAR CHANNEL BRACKETING AS REQUIRED TO MOUNT MOTOR CONTROLLER ADJACENT TO ASSOCIATED MOTOR LOAD. VERIFY BRACKETING AND MOTOR CONTROLLER WILL NOT INTERFERE WITH EQUIPMENT OPERATION PRIOR TO ROUGH IN.21. PROVIDE REMOTE ANNUNCIATOR PANEL (RAP) FOR EMERGENCY GENERATOR.22. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) FROM RECEPTACLE TO PANEL EQ-P1.23. PROVIDE (2)-#12, (1)-#12EG IN 3/4" C FROM RECEPTACLES IN INDICATED ROOM BACK TO PANEL LV-1C.24. PROVIDE ALL CONDUCTORS, BOXES, RACEWAYS, "X-RAY IN USE" LIGHT, SWITCHES, LOAD CENTERS, CIRCUIT BREAKERS, AND BRANCH CIRCUITING PER THE REFERENCED X-RAY / MAMMOGRAPHY MANUFACTURER PLANS.25. PROVIDE FLUSH MOUNT 100A/3P ENCLOSED SHUNT TRIP CIRCUIT BREAKER. PROVIDE 120V SHUT TRIP UNIT WITH BREAKER AND (2)-#12 IN 1/2"C TO DISCONNECT SWITCH OR BUTTON THAT WILL ACTIVATE TRIP UNIT. REFER TO X-RAY / MAMMOGRAPHY MANUFACTURERS PLANS FOR ADDITIONAL INFORMATION.26. PROVIDE 120V CONNECTION ((2)-#10, (1)-#10EG IN 3/4"C) TO DOOR OPENING HARDWARE AND ASSOCIATED ACCESSORIES FROM PANEL LS-P1.27. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO ADA MOTOR AT DOOR FROM PANEL EQ-P1.28. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO DOOR HARDWARE POWER SUPPLY FROM PANEL EQ-P1.29. PROVIDE PROXIMITY READER WITH REQUIRED WIRING BACK TO ACCESS CONTROL PANEL. PROVIDE 12/24VDC WIRING AND CONNECTION TO ELECTRONIC DOOR HARDWARE.30. PROVIDE PANIC BUTTON WITH DEDICATED WIRING AND LABEL BACK TO ACCESS CONTROL AND PANIC BUTTON SYSTEM CONTROL PANEL.31. PROVIDE 120V CONNECTION ((2) -#12, (1)-#12EG IN 3/4"C) TO ENCLOSED 20A/1P CIRCUIT BREAKER FROM PANEL CB-P3.32. ALL WIRING IN THIS ROOM SHALL BE INSTALLED IN THREADED GALVANIZED RIGID STEEL CONDUIT. PROVIDE CONDUIT AND CABLE TERMINATION SEALS IN ACCORDANCE WITH NEC ARTICLE 501 FOR CLASS 1 DIVISION 2 LOCATIONS.33. PROVIDE MULTI SERVICE FLOOR BOX WITH (1) NEMA 6-20R RECEPTACLE AND DATA OUTLET QUANTITY AS INDICATED. PROVIDE ALL REQUIRED DEVICE BRACKETS AND BLANK COVER PLATES IN FLOOR BOX. PROVIDE (2) 1-1#4" CONDUITS TO DROP CEILING SPACE FROM DATA SIDE AND (1) 1" CONDUIT FOR POWER FROM RECEPTACLE SIDE.34. PROVIDE 120V CONNECTION (2)-#12, (1)-#12EG IN 3/4"C TOO CONNECT TRAP PRIMER TO ADJACENT RECEPTACLE CIRCUIT. COORDINATE EXACT LOCATION WITH PC PRIOR TO ROUGH IN.35. PROVIDE ADDRESSABLE OUTPUT MODULE ON FLOW SWITCH FOR ACTIVATION OF SHUNT TRIP BREAKER FOR ELEVATOR 3 UPON SPRINKLER HEAD ACTIVATION IN ELEVATOR SHAFT.36. PROVIDE ADDRESSABLE OUTPUT MODULE ON FLOW SWITCH FOR ACTIVATION OF SHUNT TRIP BREAKER FOR ELEVATOR 1 AND ELEVATOR 2 UPON SPRINKLER HEAD ACTIVATION IN EITHER ELEVATOR SHAFT.37. PROVIDE DUCT MOUNTED SMOKE DETECTOR ON ADJACENT SUPPLY/RETURN DUCT PER MANUFACTURERS INSTRUCTIONS. COORDINATE EXACT LOCATION WITH MC.38. PROVIDE FLUSH MOUNT 40A/2P ENCLOSED SHUNT TRIP CIRCUIT BREAKER. PROVIDE 120V SHUT TRIP UNIT WITH BREAKER AND (2)-#12 IN 1/2"C TO DISCONNECT SWITCH OR BUTTON THAT WILL ACTIVATE TRIP UNIT. REFER TO X-RAY MANUFACTURERS PLANS FOR ADDITIONAL INFORMATION.39. PROVIDE (2)-#4, (1)-#8EG IN 1-1/4"C TO CONNECT MAMMOGRAPHY ECB TO PANEL LV-1C.40. PROVIDE NURSECALL MASTER STATION PER DETAIL 5/E-505. PROVIDE SINGLE DATA DROP WITH ORANGE CABLING BACK TO CER A. MOUNT AT +48"GENERAL SHEET NOTES:A. FOR ALL DATA DROPS ON THIS DRAWING PROVIDE INDICATED NUMBER OF CABLES BACK TO CER A IN DATA RM. 1915.NUMBER DATE ISSUED BY DESCRIPTION SSSSSSSSSSSWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFFFFFFFFFFFFFFFFFFFF FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFSFFFFFFFFMMMMFSSSSSSICICMMVFDVFDVFD VFDCCTVCCTVCCTVCCTVCCTVCCTVJJFEEECCTVCCTVPRPRPRPRMMPRPRFTSMMMSDSDSDSDSDSDSDSDSMMME E2345678ABCDEF3.56.51G4.34.95.56.2STAFFTLT.2603EXAM2305AUDIOLOGY2306EXAM2310EXAM2311LARGEEXAM2312EXAM2502EXAM2503EXAM2303EXAM2302LARGEEXAM2501PAUSE2009PUBLICTLT.2003PUBLICTLT.2005JAN.2602STAFFTLT.2607COLLAB.ZONE2404VEST.2004PAUSE2002STAIR-21001-2EYE EXAM2123EYE EXAM2124EYE EXAM2125LASERDIAG.EXAM2126CATARACTDIAG.EXAM2127COLLAB.ZONE2203CLEANSUPPLY2402COLLAB.ZONE2400CONSULT2401COFFEE2612MD WORK2205COFFEE2609EXAM/PROCEDURE2506EXAM2505EXAM2308PATIENTCORRIDOR2300MD WORK2405PAT. TLT.2118PAT. TLT.2116PRE-TEST2105PRE-TEST2104STAFFCOLLAB.2114SUBWAIT2115SUBWAIT2119CLEANSUPPLY2201ELEC.2611EXAM/PROCEDURE2307OFFICE2129STORAGE2128CASHIER2101EYE EXAM2120STORAGE2121STAIR-21902-2EYE EXAM2110EYE EXAM2109DATA2610SOILEDHOLDING2406SOILEDHOLDING2206PAT. TLT.2309CORRIDOR2103MECHANICALROOM2007PHOTO.DIAG.EXAM2108OCT DIAG.EXAM2107OPTICIAN2102LARGEEXAM2301OPTICAL2100VF DIAG.EXAM2106COLLAB.ZONE2200PAT. TLT.2304MED/ POC2403PAT. TLT.2504CORRIDOR2600SOILED2112EYE EXAM2113CORRIDOR2117EYE EXAM2122CORRIDOR2130PAUSE2006PAUSE2008PATIENTCORRIDOR2500WORKSTATIONS2608STERILIZATION2618STAFFTLT.2606MDLOUNGE2605STAFFLOUNGE2604EYE EXAM2111CORRIDOR2000LV-2ALV-2BLV-2CEQ-P2LS-P2LV-2D4312(2D)(4D)ACGFIAC(2D)(4D)AC(4D)GFIAC(4D)(4D) ACGFIAC(4D)ACAC (4D) ACACACGFIAC(4D)(4D)ACAC(4D)ACACGFIAC(4D)GFIAC(1D)AC(4D)(4D)(4D)(4D)(4D)(4D)(4D)(4D)GFI+48"GFI+48"+48"+48"+48"GFIACGFI+48"GFI+48"+48"+48"GFIACGFIAC(4D)(4D)(4D)(2D)(2D)(2D)GFIACGFIAC+48"+48"GFIACAC(1D)GFIACE-4012(4D)(1D) ACGFI AC+48"+48"(4D)(1D)ACGFIAC(1D)ACGFIAC(1D)ACGFIAC(1D)ACGFIAC+48"+48"+48"+48"+48"+48"(4D)(4D)4(4D)+48"+48"+48"+48"+48"+48"+48"+48"(4D)+48"+48"(1D) ACGFI ACAC(1D)GFI ACAC(1D)GFI ACAC(1D)GFI AC(4D)(4D)(4D)(4D)AC (1D)GFI ACAC(4D)ACAC(4D)AC(4D)(4D)+48"+48"(1D) ACGFI AC+48"+48"(1D)ACGFIAC+48"+48"(1D)ACGFIAC+48"+48"+48"+48"(4D)(4D)(4D)(1D) ACGFI AC33GFIACGFIACGFIACGFIACGFIAC(4D)ACELEV. 3ELEV. 1ELEV. 2552828346789(2D)1010101010(4D)(2D)(4D)(2D)(4D)(4D)(2D)(4D)(2D)(4D)GFIACGFIAC(2D)(4D)(2D)(4D)10101111GFIACGFIACGFI+48"11(4D)USBUSBUSBUSBUSBUSBUSBUSBUSBUSBUSB(1D)B12(1D)B(1D)C1212(1D)C12(1D)C12(1D)C1213(4D)(2D)(2D)131313(4D)14141414USBUSBUSBGFI+48"GFI+48"1515(4D)(4D)(4D)(4D)(4D)(4D)(4D)18(TYP)174153(4D)USBGFI+48"GFI+48"151516(4D)(4D)(4D)21E3MED/ POC2202GFI+48"GFIAC30151516USBUSBUSB15(2D)(4D)USBUSB(4D)(4D)1515151515151515151515151515151515151515151515151515151515151515GFIACGFI+48"(4D)(4D)DHDH(1D)C21(4D)+72"+72"(2D)+72"(2D)+72"+48"+48"+48"+48"+48"+48"+48"+48"GFIACAC (4D)AC (4D)GFIAC+72"(2D)(4D)ACGFIAC+72"(2D)(4D)ACGFIAC+48"+48"+48"+48"AC(4D)AC(4D)GFIAC(4D)ACGFIAC+72"(2D)AC(4D)(4D)AC(4D)(4D)ACAC(4D)ACGFIAC(2D)+72"+48"+48"131313 13131414 14141515151515161616171717171818181811111122223333334444455520206755555GFIAC88859999991010101111111111121212 1212131313131314141514161616 16 17171717+72"(2D)GFIAC(4D)AC+48"+48"181818181919191920202020212121+48"+48"22222223999 9101010101010111111111111AC (4D)ACAC (4D)AC121212121313131314141414141515151516161616171717 1718181818181919191920202020212121212222222223 2323 232424152525 252525242626 2626272829111122020223334444555566667777789 10 11 1213 1313131313131414141414 14E4E42121151616161616171717111118?1919191919111222(1D)A212020E-9028POKE-THRUDETAIL (TYP)25242525252423ADA MOTOR232412252424DHDH2524GFIGFI25252121P-082727P-09262626AHU-02-SAHU-02-R262626262645UH-02AHU-01-SAHU-01-RFSDFSDFSDFSD27AIM19L4CER B1515(2D)1025USB1026USB(4D)10(4D)2212E315151515151522E8E8E8E8E8E8202033 35IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-1022018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSECOND FLOOR PLAN -POWER & SYSTEMSFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1SECOND FLOOR PLAN - POWER & SYSTEMSDRAWING NOTES:1. PROVIDE 24" WIDE WIRE BASKET STYLE CABLE TRAY.2. PROVIDE 12" WIDE WIRE BASKET STYLE CABLE TRAY.3. PROGRAM DEVICE FOR ELEVATOR RECALL.4. PROVIDE 120V CONNECTION (2-#12, 1-#12EG IN 3/4"C) TO CONNECT PACKAGED AUDIOLOGY BOOTH TO PANEL LV-2C. BOOTH INCLUDES SELF-CONTAINED LIGHTS AND RECEPTACLES.5. PROVIDE TWO-WAY COMMUNICATION INTERCOM STATION WITH OPERATING INSTRUCTIONAL SIGNAGE. PROVIDE WIRING BACK TO ANNUNCIATOR IN VESTIBULE 1000. REFER TO DETAIL 2/E-503 FOR ADDITIONAL INFORMATION.6. UNLESS NOTED OTHERWISE, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL NORMAL POWER BRANCH CIRCUITS WEST OF INDICATED LINE TO PANELBOARD LV-2A.7. UNLESS NOTED OTHERWISE, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL NORMAL POWER BRANCH CIRCUIT CONNECTIONS BETWEEN THE INDICATDED LINES TO PANELBOARD LV-2B.8. UNLESS NOTED OTHERWISE, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL NORMAL POWER BRANCH CIRCUIT CONNECTIONS BETWEEN THE INDICATDED LINES TO PANELBOARD LV-2C.9. UNLESS NOTED OTHERWISE, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL NORMAL POWER BRANCH CIRCUITS EAST OF INDICATED LINE TO PANELBOARD LV-1D.10. PROVIDE WALL MOUNTED LED MONITOR AND PC SUPPLIED BY OWNER. PROVIDE DUPLEX RECEPTACLE AND DATA OUTLET AS INDICATED CONCEALED BEHIND LED MONITOR. PROVIDE HDMI CABLE FROM PC WORKSTATION TO LED MONITOR. INSTALL POWER/DATA OUTLET AS INDICATED 84" AFF BEHIND MONITOR.11. PROVIDE WALL MOUNTED LED MONITOR AND PC SUPPLIED BY OWNER. INSTALL IP SURVEILLANCE VIDEO CLIENT ON FURNISHED PC. SET THE CAMERA VIEWS ON THIS MONITOR TO ONLY DISPLAY THE CAMERAS IN THE PATIENT CORRIDOR ON EITHER SIDE OF THIS COLLABORATION ZONE AND THE PAUSE AREA IN THE MAIN CORRIDOR DIRECTLY OUTSIDE THIS COLLABORATION ZONE. PROVIDE DUPLEX RECEPTACLE AND DATA OUTLET AS INDICATED CONCEALED BEHIND LED MONITOR. PROVIDE HDMI CABLE FROM PC WORKSTATION TO LED MONITOR. INSTALL NVR CLIENT SOFTWARE ON THIS PC WORKSTATION. INSTALL POWER/DATA OUTLET AS INDICATED 84" AFF BEHIND MONITOR.12. PROVIDE TYPE IP CAMERA (TYPE AS INDICATED IN SUBSCRIPT) WITH CAT. 6 CABLE BACK TO DATA CLOSET. TERMINATE IN 48-PORT PATCH PANEL. TERMINATE, TEST, AND LABEL OUTLET AT CAMERA END. PROVIDE 1-FOOT CAT. 6 PATCH CABLE AT EACH END.13. PROVIDE POKE-THRU FLOOR BOX WITH (2) DUPLEX RECEPTACLES AND DATA OUTLET QUANTITY AS INDICATED. PROVIDE ALL REQUIRED DEVICE BRACKETS AND BLANK COVER PLATES. PROVIDE (1) 1" CONDUIT TO 2ND FLOOR DROP CEILING SPACE FOR POWER AND (1) 1 1/2" CONDUIT FOR DATA TO SAME CEILING SPACE. 14. INSTALL 24V TRANSFORMER FURNISHED BY THE TEMPERATURE CONTROLS SUB-CONTRACTOR FOR VAV POWER. PROVIDE 120V CONNECTION (2-#12, 1-#12EG IN 3/4") TO TRANSFORMER. COORDINATE EXACT LOCATION WITH THE TEMPERATURE CONTROLS SUB-CONTRACTOR.15. PROVIDE NURSECALL MASTER STATION PER DETAIL 5/E-505. PROVIDE SINGLE DATA DROP WITH ORANGE CABLING BACK TO CER B. MOUNT AT +48".16. CONFIRM EXACT MOUNTING HEIGHT AND LOCATION WITH PC PRIOR TO ROUGH IN.17. PROVIDE 3/4" FLEXIBLE METAL CONDUIT CONNECTION FROM WALL JUNCTION BOX TO FURNITURE POWER FEED CONNECTION. RECEPTACLES SHOWN IN FURNITURE ARE FURNISHED WITH FURNITURE.18. PROVIDE 1-1/4" FLEXIBLE METAL CONDUIT CONNECTION TO FURNITURE DATA COMPARTMENT FOR EVERY (8) DATA OUTLETS SHOWN.19. PROVIDE ADDRESSABLE INPUT MODULE TO MONITOR CLEAN AGENT FIRE PROTECTION PANEL FOR ACTIVATION OF FIRE ALARM UPON ACTIVATION OF CLEAN AGENT FIRE PROTECTION SYSTEM. INCLUDE THIS WORK AS A PART OF BID ALTERNATE E-1.20. PROVIDE IN DRAWER RECEPTACLE MOUNTED IN REAR OF CASEWORK DRAWER. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4" C) TO JUNCTION BOX INTEGRAL TO IN DRAWER RECEPTACLE ASSEMBLY FROM PANEL LV-1B. CONFIRM EXACT CASEWORK MEASUREMENTS AND LOCATION IN FIELD PRIOR TO ROUGH-IN AND INSTALLATION. DESIGN MAKE: DOCKING DRAWER 0290-20324.21. PROVIDE 120V CONNECTION (2-#12, 1-#12EG IN 3/4"C) FROM EQUIPMENT BRANCH RECEPTACLE TO PANEL EQ-P2.22. INDICATED FIRE ALARM INITAION DEVICE IS A PART OF BASE BID. DEVICECAN BE REMOVED AND USED AS SPARE AS A PART OF BID ALTERNATE E-1.23. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO ADA MOTOR AT DOOR FROM PANEL EQ-P2.24. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO DOOR HARDWARE POWER SUPPLY FROM PANEL EQ-P2.25. PROVIDE PROXIMITY READER WITH REQUIRED WIRING BACK TO ACCESS CONTROL PANEL. PROVIDE 12/24VDC WIRING AND CONNECTION TO ELECTRONIC DOOR HARDWARE.26. PROVIDE DUCT MOUNTED SMOKE DETECTOR ON ADJACENT SUPPLY/RETURN DUCT PER MANUFACTURERS INSTRUCTIONS. COORDINATE EXACT LOCATION WITH MC.27. PROVIDE 120V CONNECTION (2-#12, 1-#12EG IN 3/4"C) FROM PANEL LS-P2 TO CLEAN AGENT FIRE PROTECTION PANEL. CONFIRM EXACT LOCATION OF PANEL WITH PC PRIOR TO ROUGH IN.INCLUDE THIS WORK AS A PART OF BID ALTERNATE E-1.GENERAL SHEET NOTES:A. FOR ALL DATA DROPS ON THIS DRAWING PROVIDE INDICATED NUMBER OF CABLES BACK TO CER B IN DATA RM. 2610.NUMBER DATE ISSUED BY DESCRIPTION WAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPWAPSSSSSHSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSM MMMSMMMICICMMMVFDVFDVFDVFDFFFFFFFF FFFFFFFFFFFFFF FFFFFFFFFFFFFSSFFFFFFFFFFFFF FCCTVCCTVCCTVCCTVCCTVCCTVP EEEEP ESESSSSSSSSFFSEFEFFJJSEPRPRMMPRMMMPRCCTVCCTVCCTVCCT V MPRMCCTVCCTVCCTVCCTVSFTSFTSTSFMSDSDSDSDSDMMPRMFSMMFMCCTVHSFP EP EP EP EP E2345678ABCDEF3.56.51G4.34.95.56.2CLEANSUPPLY3226EXAM3303EXAM3302LARGEEXAM3301ELEC3612EXAM3503EXAM3502STAFFTLT.3604PUBLICTLT.3003PUBLICTLT.3005MED3228PAT. TLT.3209PREP/RECOV.3210PREP/RECOV.3204VEST.3101NURSESTATION3227LARGEEXAM3501STAIR-31902-3JAN.3603STAFFTLT.3608VEST.3004PAUSE3002STAIR-31001-3CLEANPROCESSING3218MECHROOM3100COFFEE3613STOR.3103LAB3614EQUIP.3213EQUIP/SUPPLYSTORAGE3216SOILED3219EXAM3305EXAM/PROCEDURE3306PATIENTCORRIDOR3300EXAM3505EXAM/PROCEDURE3506COLLAB.ZONE3404COFFEE3610MD WORK3406CLEANSUPPLY3402CONSULT3401COLLAB.ZONE3400SOILEDWORK3223PAT. TLT.3225STAFFTLT.3224CORRIDOR3230EQUIP.3222DATA3611SOILEDHOLDING3405PREP/RECOV.3211VEST.3105PREP/RECOV.3203CONSULT3201CONSULT3202PREP/RECOV.3205PROCEDURE/ENDOSCOPY3220E.S.3221STOR.3104WORKROOM3229PREP/RECOV.3206PREP/RECOV.3207PREP/RECOV.3208CORRIDOR3200PAT. TLT3304MED/ POC3403PAT. TLT.3504CLEANSCOPESTORAGE3217PROCEDURE/ENDOSCOPY3215PROCEDURE/ENDOSCOPY3214CORRIDOR3600STAFFLOUNGE3605MDLOUNGE3606STAFFTLT.3607WORKSTATIONS3609PATIENTCORRIDOR3500PAUSE3007PAUSE3008PAUSE3006CORRIDOR3000CONFERENCE3102E-4021E-4023LV-3CLS-P3CB-P3EQ-P35678E-401333(4D)(1D) ACGFI AC+48"+48"(4D)(1D)GFI AC+48"+48"(4D)(1D)GFI AC+48"+48"(4D)(1D)GFI AC+48"+48"+48"+48"(1D) ACGFI AC(4D)GFI ACGFI ACGFI AC+48"+48"(4D)+48"+48"+48"+48"+48"+48"+48"+48"+48"+48"AC (1D)GFI AC(4D)(4D)(4D)(4D)AC(1D)GFI ACAC(1D)GFI ACAC(1D)GFI ACAC (1D)GFI ACACAC(4D)ACAC(4D)GFI AC+48"GFI AC+48"GFIACELEV. 3ELEV. 1ELEV. 2151617ECBL14ECBECB4L2L3417ECHHHECEC553030LV-3BLV-3A5678AHU-04-SAHU-04-R6667(2D)278(2D)8(4D)(2D)(4D)(2D)(4D)(2D)(4D)(2D)(4D)(4D)8899(4D)AC(4D)AC(2D)8USBUSBUSBUSBUSBUSBUSBUSBUSBUSBUSBUSBUSBUSB(1D)C10(1D)C10(1D)B(1D)B(1D)C1010(1D)C1011(4D)11(4D)12121213C41010C4GFIAC1818GFIAC1818GFIAC1414GFIAC1414GFIAC2020GFIAC(4D)(4D)(4D)ACAC1515(4D)(4D)(4D)(4D)(4D)GFIACACACACACAC(4D)ACGFIAC(4D)13C91515GFI+48"9(4D)(4D)(4D)(4D)(4D)(4D)30(4D)1111(4D)(4D)ACACGFIACACACGFIAC1515GFI+48"15GFI+48"+48"USBUSBUSB15(4D)USBUSBUSB+48"+48"GFIAC(4D)GFI+48"GFI+48"151514(4D)(4D)(4D)(4D)(4D)1010101010151516716GFI AC(4D)AC(4D)(4D)+48"+48"15151515151515GFI+48"GFI+48"15GFIGFI1014GFI+48"GFI+48"1515(4D)(4D)(4D)(4D)(4D)(4D)1718(TYP)15161215ADAMOTOR1920212119ADA MOTOR202119ADA MOTOR2020212019ADA MOTOR78773030(4D)888899101010111143245555111233 344445 67 8999 9111111111212121213131313141414141515151516171717171717GFIACGFIACE22E221818181819191919ACACAC2020202021212121222222222323232323(4D)(4D)(4D)2424 242424242525252526262626262621212727 272723282828282828121212121313131313121277ADA MOTOR192119ADA MOTOR20ACACACACACACACACACACACAC666 66GFI+48"777778888889245C1C13C13C131111111111111414181820(4D)ACC11C11C17(4D)GFI ACAC(4D)GFI ACAC2222232323GFI+48"C182525C1225C12AC2424C19C1940(4D)(1D)(1D)AA(1D)(1D)AAA(1D)(1D)A10231023(1D)(1D)AA29P-11P-1029262626262646UH-034827(TYP)FSDFSDFSDFSD2021363537 381839393939MEDICALVACUUM12H-01GFIAC41414242404015AC231815CER C2828281(4D)2291023(1D)A33 4488E-1032(4D)30(4D)AIM252433243432010231023E24E26E26E26E26E26E26E26AOMGFIGFI4C711C7(4D)C61515C6(4D)C51616C5(4D)C81717C8(4D)C91312C10(4D)C1012AHU-03-SAHU-03-R10C3C310(4D)202020GFIAC(4D)AC3031IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-1032018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPTHIRD FLOOR PLAN -POWER & SYSTEMSFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1THIRD FLOOR PLAN - POWER & SYSTEMSDRAWING NOTES:1. PROVIDE 24" WIRE BASKET STYLE CABLE TRAY.2. PROVIDE 12" WIRE BASKET STYLE CABLE TRAY.3. PROGRAM DEVICE FOR ELEVATOR RECALL.4. PROVIDE 120V CONNECTION (2-#12, 1-#12EG IN 3/4"C) FROM PANEL LS-P3 TO ELEVATOR CAR CONTROLLER FOR CAR LIGHTS, FAN AND RECEPTACLE. PROVIDE 20A/1P ENCLOSED CIRCUIT BREAKER IN NEMA 1 ENCLOSURE. CIRCUIT BREAKER SHALL BE LOCKABLE IN ACCORDANCE WITH NEC ARTICLE 110.25.5. PROVIDE TWO-WAY COMMUNICATION INTERCOM STATION WITH OPERATING INSTRUCTIONAL SIGNAGE. PROVIDE WIRING BACK TO ANNUNCIATOR IN VESTIBULE 1000. REFER TO DETAIL 2/E-503 FOR ADDITIONAL INFORMATION.6. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL CRITICAL BRANCH POWER CIRCUITS LOCATED WITHIN THE ENCLOSED AREA BACK TO PANELBOARD CB-P3.7. UNLESS OTHERWISE NOTED, ALL NORMAL POWER BRANCH CIRCUITS WEST OF GRID LINE "4" AND NOT IN ENCLOSED REGION INDICATED IN DRAWING NOTE "6" SHALL BE CONNECTED BACK TO PANEL LV-3A.8. PROVIDE WALL MOUNTED LED MONITOR AND PC SUPPLIED BY OWNER. PROVIDE DUPLEX RECEPTACLE AND DATA OUTLET AS INDICATED CONCEALED BEHIND LED MONITOR. PROVIDE HDMI CABLE FROM PC WORKSTATION TO LED MONITOR. INSTALL POWER/DATA OUTLET AS INDICATED 84" AFF BEHIND MONITOR.9. PROVIDE WALL MOUNTED LED MONITOR AND PC SUPPLIED BY OWNER. INSTALL IP SURVEILLANCE VIDEO CLIENT ON FURNISHED PC. SET THE CAMERA VIEWS ON THIS MONITOR TO ONLY DISPLAY THE CAMERAS IN THE PATIENT CORRIDOR ON EITHER SIDE OF THIS COLLABORATION ZONE AND THE PAUSE AREA IN THE MAIN CORRIDOR DIRECTLY OUTSIDE THIS COLLABORATION ZONE. PROVIDE DUPLEX RECEPTACLE AND DATA OUTLET AS INDICATED CONCEALED BEHIND LED MONITOR. PROVIDE HDMI CABLE FROM PC WORKSTATION TO LED MONITOR. INSTALL NVR CLIENT SOFTWARE ON THIS PC WORKSTATION. INSTALL POWER/DATA OUTLET AS INDICATED 84" AFF BEHIND MONITOR.10. PROVIDE TYPE IP CAMERA (TYPE AS INDICATED IN SUBSCRIPT) WITH CAT. 6 CABLE BACK TO DATA CLOSET. TERMINATE IN 48-PORT PATCH PANEL. TERMINATE, TEST, AND LABEL OUTLET AT CAMERA END. PROVIDE 1-FOOT CAT. 6 PATCH CABLE AT EACH END.11. PROVIDE POKE-THRU FLOOR BOX WITH (2) DUPLEX RECEPTACLES AND DATA OUTLET QUANTITY AS INDICATED. PROVIDE ALL REQUIRED DEVICE BRACKETS AND BLANK COVER PLATES. PROVIDE (1) 1" CONDUIT TO 2ND FLOOR DROP CEILING SPACE FOR POWER AND (1) 1 1/2" CONDUIT FOR DATA TO SAME CEILING SPACE.12. INSTALL 24V TRANSFORMER FURNISHED BY THE TEMPERATURE CONTROLS SUB-CONTRACTOR FOR VAV POWER. PROVIDE 120V CONNECTION (2-#12, 1-#12EG IN 3/4") TO TRANSFORMER. COORDINATE EXACT LOCATION WITH THE TEMPERATURE CONTROLS SUB-CONTRACTOR.13. INSTALL 24V TRANSFORMER FURNISHED BY THE TEMPERATURE CONTROLS SUB-CONTRACTOR FOR VAV POWER. PROVIDE 120V CONNECTION (2-#12, 1-#12EG IN 3/4") TO TRANSFORMER FROM PANEL EQ-P3. COORDINATE EXACT LOCATION WITH THE TEMPERATURE CONTROLS SUB-CONTRACTOR.14. CONFIRM EXACT MOUNTING HEIGHT AND LOCATION WITH PC PRIOR TO ROUGH IN.15. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL NORMAL POWER BRANCH CIRCUITS LOCATED WITHIN THE ENCLOSED AREA BACK TO PANELBOARD LV-3B.16. UNLESS NOTED OTHERWISE, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT ALL NORMAL POWER BRANCH CIRCUITS EAST OF GRID LINE "4" AND NOT IN ENCLOSED REGION INDICATED IN DRAWING NOTE "6" SHALL BACK TO PANEL LV-3C.17. PROVIDE 3/4" FLEXIBLE METAL CONDUIT CONNECTION FROM WALL JUNCTION BOX TO FURNITURE POWER FEED CONNECTION. RECEPTACLES SHOWN IN FURNITURE ARE FURNISHED WITH FURNITURE.18. PROVIDE 1-1/4" FLEXIBLE METAL CONDUIT CONNECTION TO FURNITURE DATA A COMPARTMENT FOR EVERY (8) DATA OUTLETS SHOWN.19. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) FROM ADA DOOR MOTOR TO PANEL EQ-P3.20. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO DOOR HARDWARE POWER SUPPLY FROM PANEL EQ-P3.21. PROVIDE PROXIMITY READER WITH REQUIRED WIRING BACK TO ACCESS CONTROL PANEL. PROVIDE 12/24VDC WIRING AND CONNECTION TO ELECTRONIC DOOR HARDWARE.22. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4") FROM RECEPTACLE TO PANEL EQ-P323. PROVIDE PENDANT MOUNT KIT FOR IP CAMERA.24. PROVIDE ADDRESSIBLE OUTPUT MODULE ON FLOW SWITCH FOR ACTIVATION OF SHUNT TRIP BREAKER FOR ELEVATOR 3 UPON SPRINKLER HEAD ACTIVATION IN ELEVATOR SHAFT.25. PROVIDE ADDRESSIBLE OUTPUT MODULE ON FLOW SWITCH FOR ACTIVATION OF SHUNT TRIP BREAKER FOR ELEVATOR 1 AND ELEVATOR 2 UPON SPRINKLER HEAD ACTIVATION IN EITHER ELEVATOR SHAFT.26. PROVIDE DUCT MOUNTED SMOKE DETECTOR ON ADJACENT SUPPLY/RETURN DUCT PER MANUFACTURERS INSTRUCTIONS. COORDINATE EXACT LOCATION WITH MC.27. PROVIDE FREESTANDING, FLOOR MOUNTED MODULAR CHANNEL BRACKETING AS REQUIRED TO MOUNT MOTOR CONTROLLER ADJACENT TO ASSOCIATED MOTOR LOAD. VERIFY BRACKETING AND MOTOR CONTROLER WILL NOT INTERFERE WITH EQUIPMENT OPERATION PRIOR TO ROUGH IN.28. PROVIDE NURSECALL MASTER STATION PER DETAIL 5/E-505. PROVIDE SINGLE DATA DROP WITH ORANGE CABLING BACK TO CER C. MOUNT AT +48"29. PROVIDE (3)-3"x3" STI EZ-PATH FIRE STOPPING SLEEVES THROUGH FIRE RATED PARTITION.30. ENLARGED PLAN REPRESENTS TYPICAL POWER AND SYSTEMS LAYOUT AND SPACEING TO BE USED IN EVERY PREP RECOV ROOM ON SHEET. CIRCUITING SHOWN ON DRAWING 2/E-103 IS ONLY TO BE USED IN PREP/RECOV. ROOM 3211. 31. INDICATED ITEMS ARE INTEGRATED INTO PATIENT HEAD WALL ASSMBLY. COORDIANTE EXACT MOUNTING HEIGHT AND LOCATION WITH ARCHITECT AND GC PRIOR TO ROUGH IN. THIS IS TYPICAL OF ALL PREP/RECOVERY ROOMS ON THIS SHEET.GENERAL SHEET NOTES:A. FOR ALL DATA DROPS ON THIS DRAWING PROVIDE INDICATED NUMBER OF CABLES BACK TO CER C IN DATA RM. 3611.1/4" = 1'-0"2ENLARGED PLAN - TYP PREP/RECOV. ROOMNUMBER DATE ISSUED BY DESCRIPTION OS-AOS-A$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$OS$OS$LV$LV$LV$LV$LV$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$OSOS-BOS-B$3LV$3LV$3LV$3LV$3LV$3LV$3LVD$3LVD$3LVD$3LVD$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$OSOS-COS-COS-BOS-BOS-COS-COS-COS-BOS-B$LVD$LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$LV$LV$LV$3LVD$LV$LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$LV$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$LVOS-A$OS$3LVD$3LVD$3LVD$LV$3LVD$3LVD$LVD$OS$$$3LVD$3LVDOS-A OS-A OS-A$LVD$LVD$LVD$LVDOS-A$$3LV$3LV$3LV$3LVOS-COS-COS-AOS-A$3LVD$3LVDOS-A$LVD$LVDOS-AOS-B$OSOS-A$LC LC$3$3$3LVDPCOS-C$3LVD$D$D$$D$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVDPC2345678ABCDEF3.56.51G4.34.95.56.2RBRBRARARARARBRBRARARBRBRBRBRBRBRBRBRBRBRBRBRARARARARBRBRARARARARARARBRARARCRGRGRCRCRGRGRCRCRGRGRCRCRGRGRCRARARARARARARBRARARARARARARARARARARARARARARARARARBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRARARARARARBLOUNGE1906RAD.READING1909EXAM1107GENERALSTORAGE1918CLEANSUPPLY1200EXAM1303EXAM1302STAFFTLT.1904EXAM1503EXAM1105EXAM1104LARGEEXAM1103EXAM1305COFFEE1917PAT.TLT.1504PUBLICTLT.1005PUBLICTLT1003MED GAS1102VESTIBULE1000EXAM1306VEST.1004WHEELCHAIRSTORAGE1009PAUSE1002PATIENTCORRIDOR1100EXAM1108ELEC1903EXAM1505SOILED1605TREATMENT1704WORK1706STORAGE1707MD WORK1604COLLAB.ZONE1600CLEAN1601X-RAY1411PATIENTCORRIDOR1500MAMMOGRAPHY1407RECEPTION1400ULTRASOUND1405CHNG.1407CHANGING1414MAMMOGRAPHYREADING1408PATIENTCORRIDOR1300MAMMOGRAPHYWAITING1404TECHWORK1412RADIOLOGYWAITING1409COLLAB.ZONE1201HANDTHERAPY1709TREATMENT1708RECEIVING1901ELEC.1916EXAM /PROCEDURE1506SUPPORTSERVICES1912DATA1915STAIR-11902-1LARGEEXAM1301ADMIN1402EXAM1501EXAM1502TREATMENT1703CHECK-IN1700PAT.TLT.1106PAT.TLT.1304PAT. TLT.1705COLLAB.ZONE1914LINENHOLD.1919SOILED1205PATIENTCORRIDOR1702JAN.1913LACTATION1911PAUSE1006PT GYM1701CORRIDOR1007PAUSE1008STAIR-11001-1CORRIDOR1900MECHANICALROOM1101ELEV. 3MED/ POC1202MED/ POC1602COLLAB.ZONE1203STAFFTLT.1905X-RAY1413WORK1401ADMIN1403STAFFTLT.1910RAD.READING1908RAD.READING1907MD WORK1204CHANGING1406RCRCRCRCRC1RCRBa23aaa23a23a23a23a 23a23a23a23ab23b23b 23b 23b23b23b23b23b23b23b23b 23b 23b23b23b23bRBRBRBRBRBRBRBRBRBRBRBRBRBRBbXAXASASAPCPCPCPCPCWAWAWAWAWAWAWAWAXARARARARARARARARARARARARARARARBRBRBRBRBRBRBRBRHRHRHRHXAXAXAXARDRDRDRDRDRDRDRDRIRIRIRIRDRDRDRDRDRDRDRCRCPDWBWBWBRBRBRBRARARARARARARARARARARARASCSCRARARARARAPBPBPBPBc12c 12c 12c 12c12d 12d 12d 12d 12d 12d 12d 12d12d 12d 12d 12d12d 12d 12d 12d 12d 12d 12dde3e3e 3e3e 3e3e 3e3e3e3fRCRCRCRC3f3f 3f3f3f3f 3f3f3f3f 3f3ffRARARARARARARARAWAWARBRBRARARARARARARBRARASCSCXAXAXAXAWDWDWDWDRCRCRCRCWAOFFICE160612d12d12d12dRCRCRCRCRCRCRCRCRBRBRCRCgg25g 25g25g 25g25g25g25g25ghh25h25h25h25h25h 25h25h 25hRChg38iRB38iRBiRB38iRB38iRB38iiRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCj27jRB27jRB27jRB27jRB27jRB27jRB27jRB27jRB27jjRBRB7kRB7kRB7kRB7kRB7lRB7lRB7lRB7lRB7lRB7lRB7lRB7lRB7lRB7lRB7lRB7lRB7lRB7lkkllk lk, lij7l7l7lRB7lRBRB25g 25gm39mRA39sRA39sRA39sRA39sRA39sRA39sRA39mRA39mRA39mRAmRA39mRA39mmb23aaELEV. 1ELEV. 220202020d dRGRGd dRGRGRHRH39PB3939cL7 12v12v12vPBPBe ddd f+48"EPLC1LC2345611111115 1522t 22t22t 22t27 272727271 11111 111116666666666628282828RB28RB28RB28282828666623 2323 232323LV-1ALV-1BEMEMEMEM28WB27 27??27 27272722 2222 22 22 222225 2525 252525252525 25252515 15151515 1515 15151515151515272727 2727 272738383824 24242425 2538 38 3838 3838 383838m2424242424242422222222272725151525h22u22uWEWEWF3939393939sm sm ss77777RC3e3 3RC3e7EMEML688ESM9ESM9ESM9ESM9ESM9ESMESM9ESM91ESM99ESM9ESMESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM925RAESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESMESMESM999RBESMESM999ESMESMESM7l 7l27 272727RBESMRBESM9RC7lRCRCRC101010XAXAXAXAXAXAXAXA23aXAXAXBXBXAXAXAXAXAXAXAXAXAXAXAESM9SA15SA15XAXASA22SA22SA222525SA38SA38SA39SA39RCSA38SA25SA25SA22SA15SA15SASA2323SA23SA23tut uRBv8RF12gg9XARCRCRCL7L7L78ESMXAXA1212121212121212defedfj11IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-2012018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPFIRST FLOOR PLAN -LIGHTINGFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1FIRST FLOOR PLAN - LIGHTINGDRAWING NOTES:1. ALL WIRING IN THIS ROOM SHALL BE INSTALLED IN THREADED GALVANIZED RIGID STEEL CONDUIT. PROVIDE CONDUIT AND CABLE TERMINATION SEALS IN ACCORDANCE WITH NEC ARTICLE 501 FOR CLASS 1 DIVISION 2 LOCATIONS. 2. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO EXTERIOR WALL MOUNTED FACADE LIGHTING FROM LIGHTING CONTACTOR LC1. REFER TO LIGHTING CONTACTOR WIRING SCHEMATIC FOR ADDITIONAL INFORMATION. 3. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-12EG IN 3/4"C) TO ALL LUMINAIRES WEST OF INDICATED LINE FROM PANEL LV-1A.4. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-12EG IN 3/4"C) TO ALL LUMINAIRES IN BETWEEN THE INDICATED LINES FROM PANEL LV-1B.5. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-12EG IN 3/4"C) TO ALL LUMINAIRES IN BETWEEN THE INDICATED LINES FROM PANEL LV-1C6. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-12EG IN 3/4"C) TO ALL LUMINAIRES EAST OF INDICATED LINE FROM PANEL LV-1D.7. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO ALL LUMINAIRES ON INDICATED SWITCHING CIRCUIT FROM PANEL LV-1A.8. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO LUMINAIRE FROM PANEL LS-P1.9. PROVIDE TYPE A EMERGENCY SWITCHING MODULE (ESM) CONNECTED TO THIS LUMINAIRE. PROVIDE (2)-#10, (1)-#10EG IN 3/4"C FROM EMERGENCY LEG OF ESM BACK TO FIRST FLOOR EMERGENCY LIGHTING CIRCUIT IN PANEL LS-P1.10. LUMINAIRES IN THIS CORRIDOR SHALL DIM TO 10% OUTPUT WHEN NOT OCCUPIED AS DICTATED BY OCCUPANCY SENSOR AND ROOM CONTROLLER.11. PROVIDE 0-10V DIMMER SWITCH FOR INITIAL ILLUMINATION LEVEL CONTROL OF TYPE WD LUMINAIRES ON EAST FACADE OF BUILDING. PROVIDE LABEL READING "DIMMER FOR E. FACADE LIGHTING. LIGHTS ARE CONTROLLED BY ADJACENT LIGHTING CONTACTOR. DO NOT SHUT OFF" REFER TO LIGHTING CONTACTOR WIRING SCHEMATIC FOR ADDITIONAL INFORMATION.12. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT INDICATED LUMINAIRE BACK TO PANEL LV-1A AND LIGHTING CONTACTOR. REFER TO DETAIL 3/E-503 FOR ADDITIONAL INFORMATION. GENERAL SHEET NOTES:A. FOR ALL EXIT LUMINAIRES (XA) ON THIS SHEET PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) FROM LUMINAIRE TO PANEL LS-P1.B. FOR ALL UNDERCABINET LUMINAIRES ON THIS SHEET (SA, SD, SF) INSTALL BENEATH CABINET IN ROOM ACCORDING TO MANUFACTURERS INSTRUCTIONS. INSTALL (1) LUMINAIRE AND OBTAIN SIGN OFF FROM OWNER AND ARCHITECT THAT MOUNTING DEPTH AND LIGHT DISTRIBUTION IS ACCEPTABLE PRIOR FULL INSTALLATION OF ALL LUMINAIRES. NUMBER DATE ISSUED BY DESCRIPTION OS-BOS-BOS-BOS-BOS-BOS-BOS-COS-COS-AOS-COS-COS-AOS-COS-COS-COS-COS-COS-COS-COS-COS-COS-COS-A$3LV$3LV$3LV$3LV$3LV$3LVD$3LVD$3LVD$3LVD$3LV$LVD$LVD$OS$OS$LVD$3LVD$3LVD$3LV$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$LVD$LVD$LVD$3LVD$LVD$3LVD$3LVD$OS$LVD$LVD$LVD$LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$LVD$3$3$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LV$3LV$3LV$3LV$ $$2345678ABCDEF3.56.51G4.34.95.56.2STAFFTLT.2603EXAM2305AUDIOLOGY2306EXAM2310EXAM2311LARGEEXAM2312EXAM2502EXAM2503EXAM2303EXAM2302LARGEEXAM2501PAUSE2009PUBLICTLT.2003PUBLICTLT.2005JAN.2602STAFFTLT.2607COLLAB.ZONE2404VEST.2004PAUSE2002STAIR-21001-2EYE EXAM2123EYE EXAM2124EYE EXAM2125LASERDIAG.EXAM2126CATARACTDIAG.EXAM2127COLLAB.ZONE2203CLEANSUPPLY2402COLLAB.ZONE2400CONSULT2401COFFEE2612MD WORK2205COFFEE2609EXAM/PROCEDURE2506EXAM2505EXAM2308PATIENTCORRIDOR2300MD WORK2405PAT. TLT.2118PAT. TLT.2116PRE-TEST2105PRE-TEST2104STAFFCOLLAB.2114SUBWAIT2115SUBWAIT2119CLEANSUPPLY2201ELEC.2611EXAM/PROCEDURE2307OFFICE2129STORAGE2128CASHIER2101EYE EXAM2120STORAGE2121STAIR-21902-2EYE EXAM2110EYE EXAM2109DATA2610SOILEDHOLDING2406SOILEDHOLDING2206PAT. TLT.2309CORRIDOR2103MECHANICALROOM2007PHOTO.DIAG.EXAM2108OCT DIAG.EXAM2107OPTICIAN2102LARGEEXAM2301OPTICAL2100VF DIAG.EXAM2106COLLAB.ZONE2200PAT. TLT.2304MED/ POC2403PAT. TLT.2504CORRIDOR2600SOILED2112EYE EXAM2113CORRIDOR2117EYE EXAM2122CORRIDOR2130PAUSE2006PAUSE2008PATIENTCORRIDOR2500WORKSTATIONS2608STERILIZATION2618STAFFTLT.2606MDLOUNGE2605STAFFLOUNGE2604EYE EXAM2111CORRIDOR2000127a27a27a27a27a27a8e8e8e 8e 8e 8e 8e 8e 8e 8e 8e 8e 8e 8e 8e27b27a28b28b28b28b28b28b28b28b28b31d 31d31d31d31d 31d31d 31d31c31c31c31c31c333333333333333322h 22h 22h22h 22h 22h22h 22h 22h22h 22h 22h22h 22h 22h33 3333 3323 23232322i22i22i22i22i22i 22i 22i22i 22i 22i22i22i22i22i2323?23232323238g8g 8g8g232323232323e8e 8e31f31f31f31f31f31f26RBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRB22l 22l 22l21j21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRD21jRDRCRGRCRC22l 22l 22lRGRCRC22l22l22l22l22l22lRCRCRGRGRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCaaabbbabbc31cRA31cRAccddRB8eRBRB31fRBefe fRC33RC33RC33RC33RC33RC33RC33RC33RC33RC33RB22RBge geehhhii22iRBii23RA23RA23RA23RA23RA23RA23RA23RA31RA31RA31RA31RA31RA31RA31RA31RA31RA22RA22RA33RA33RA33RA33RARA23RA23RB22RB22RA33RA33RA31RA31RA26RA26RA26RA26RA26RA2626 26262626RA27rRA27rRA27rRA27rRA27RA27RA27RA27RA20RA20RA20RA20RA31RB31RB33RB23RA28RA20RA2031RA31RA28RA28RA28RA28RA28RA28RA28RA28RA28RA28RA28RA28RA27RA27RA27RA28RB33RA33RA21RB21RB21jRH21jRH27RB27RB20RA20RA20RA20RARJaRJa27nRC27nRC27oRC27pRC27pRC20RA20RARB26RB26RB26RB2622kRC22kRC22kRG22kRG22kRG22kRG22kRC22kRCPB22kPB22lPB22l22lRG22lRG22lRG22lRGRC27aRBnop27qRA27qRA27qRA27qRA27qRA27qRAqrqr29SB29SBa2345PC19PC19PC19PC19PC19PC19PC19PC19PC19PC19PC19PC19WA19WA19WA19WA1919PCEMEMPC33PC33PC33666jkRCj lkj k ll21jRC66SASA2222SA26SA26SA26SA26SA268eRB8eRB7L6WFL4WF889ESM9ESM9ESM9ESM9ESM9ESMESM99ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESMESM9ESMESM99RC8eRCRC10101010XAXAXAXAXBXBXBXAXAXAXAXAXAXAXAXAXAESM9XAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXASA26SA26SA26SA20SD20SD20SD20SD20SD27SD27SD28SD28SD28SA28SA28SA33SA33SA22SA22SASA3131SA31SA3129SE29SB29SB29SE29SB29SB29SE29SB29SB29SEL7L5RCL5RCL5RC8RCL7RCL7RC77111111111111111111111111j k lj k lj k lRB2622RB22RB22IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-2022018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSECOND FLOOR PLAN -LIGHTINGFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1SECOND FLOOR PLAN - LIGHTINGDRAWING NOTES:1. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT EXTERIOR SIGN BACK TO PANEL LV-1A AND LIGHTING CONTACTOR. REFER TO DETAIL 3/E-503 FOR ADDITIONAL INFORAMTION. SIGN BY OTHERS.2. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-12EG IN 3/4"C) TO ALL LUMINAIRES WEST OF INDICATED LINE FROM PANEL LV-2A.3. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-12EG IN 3/4"C) TO ALL LUMINAIRES IN BETWEEN THE INDICATED LINES FROM PANEL LV-2B.4. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-12EG IN 3/4"C) TO ALL LUMINAIRES IN BETWEEN THE INDICATED LINES FROM PANEL LV-2C5. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-12EG IN 3/4"C) TO ALL LUMINAIRES EAST OF INDICATED LINE FROM PANEL LV-2D.6. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO ALL LUMINAIRES ON INDICATED SWITCHING CIRCUIT FROM PANEL LV-2A.7. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO LUMINAIRE FROM PANEL LS-P1.8. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO LUMINAIRE FROM PANEL LS-P3.9. PROVIDE TYPE A EMERGENCY SWITCHING MODULE (ESM) CONNECTED TO THIS LUMINAIRE. PROVIDE (2)-#10, (1)-#10EG IN 3/4"C FROM EMERGENCY LEG OF ESM BACK TO SECOND FLOOR EMERGENCY LIGHTING CIRCUIT IN PANEL LS-P2.10. LUMINAIRES IN THIS CORRIDOR SHALL DIM TO 10% OUTPUT WHEN NOT OCCUPIED AS DICTATED BY OCCUPANCY SENSOR AND ROOM CONTROLLER.11. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO CONNECT INDICATED LUMINARE BACK TO PANEL LV-1A AND LIGHTING CONTACTOR. REFER TO DETAIL 3/E-503 FOR ADDITIONAL INFORAMTION. GENERAL SHEET NOTES:A. FOR ALL EXIT LUMINAIRES (XA) ON THIS SHEET PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) FROM LUMINAIRE TO PANEL LS-P2.B. FOR ALL UNDERCABINET LUMINAIRES ON THIS SHEET INSTALL BENEATH CABINET IN ROOM ACCORDING TO MANUFACTURERS INSTRUCTIONS. INSTALL (1) LUMINAIRE AND OBTAIN SIGN OFF FROM OWNER AND ARCHITECT THAT MOUNTING DEPTH AND LIGHT DISTRIBUTION IS ACCEPTABLE PRIOR FULL INSTALLATION OF ALL LUMINAIRES. NUMBER DATE ISSUED BY DESCRIPTION $OS$OS$LVD$LVD$LVD$LVD$LVD$3LVD$3LVDOS-AOS-A$3LVD$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$OS$3$3$3LV$3LVOS-COS-COS-COS-COS-COS-COS-COS-COS-COS-COS-COS-COS-COS-BOS-BOS-BOS-BOS-BOS-B$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$LVD$LVD$LVD$3LV$3LV$3LV$LVD$LVD$LVD$LVD$LVD$3LV$LVD$LVD$LVDOS-B$3LV$3LV$3$3$3LV$3LV$3LV$3LVOS-AOS-COS-COS-C$3LV$3LV$3LV$3LV$3LVD$3LV$3LV$3LVDOS-B$3LV$3LV$LVD$OS$OS$3LV$3LV$3LV$3LV$3LV$3LV$LVD$LVD$LVD$LVD$LVD$LVD$LVD$LVDPC$$3LVD$3LVD$T$$3LVD$3$3$LV$LVOS-B OS-B2345678ABCDEF3.56.51G4.34.95.56.2RBCLEANSUPPLY3226EXAM3303EXAM3302LARGEEXAM3301ELEC3612EXAM3503EXAM3502STAFFTLT.3604PUBLICTLT.3003PUBLICTLT.3005MED3228PAT. TLT.3209PREP/RECOV.3210PREP/RECOV.3204VEST.3101NURSESTATION3227LARGEEXAM3501STAIR-31902-3JAN.3603STAFFTLT.3608VEST.3004PAUSE3002STAIR-31001-3CLEANPROCESSING3218MECHROOM3100COFFEE3613STOR.3103LAB3614EQUIP.3213EQUIP/SUPPLYSTORAGE3216SOILED3219EXAM3305EXAM/PROCEDURE3306PATIENTCORRIDOR3300EXAM3505EXAM/PROCEDURE3506COLLAB.ZONE3404COFFEE3610MD WORK3406CLEANSUPPLY3402CONSULT3401COLLAB.ZONE3400SOILEDWORK3223PAT. TLT.3225STAFFTLT.3224CORRIDOR3230EQUIP.3222DATA3611SOILEDHOLDING3405PREP/RECOV.3211VEST.3105PREP/RECOV.3203CONSULT3201CONSULT3202PREP/RECOV.3205PROCEDURE/ENDOSCOPY3220E.S.3221STOR.3104WORKROOM3229PREP/RECOV.3206PREP/RECOV.3207PREP/RECOV.3208CORRIDOR3200PAT. TLT3304MED/ POC3403PAT. TLT.3504CLEANSCOPESTORAGE3217PROCEDURE/ENDOSCOPY3215PROCEDURE/ENDOSCOPY3214CORRIDOR3600STAFFLOUNGE3605MDLOUNGE3606STAFFTLT.3607WORKSTATIONS3609PATIENTCORRIDOR3500PAUSE3007PAUSE3008PAUSE3006CORRIDOR3000CONFERENCE3102111RD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14hRD14h15iRC15iRC15iRG15iRG15iRG15iRG15iRC15iRCPB15i15jRC15jRG15jRG15jRG15jRG15jRC15jRCPB15j15jRC15jRC15jRG15jRG15jRG15jRG15jRC15jRCPB15j14RB14RBRA3434RARA30RA30RA30RA30RA30RA30RA30RA30RA33RA33RA33RA33RA33RA33RA32RA32RA33RA33RB30RB30RB30RB30RB32nRB32nRB32nRB32nRB32nRB32nRB32nRB32nRB32nRB32oRB32oRB32oRB32oRB32oRB32oRB32oRB32oRB32oRB32oRB32oRB32oRB32oRB32RB32RB32RB32RA33RA3334l34l34l34l34l34lRBRBRBRBRBRBRC34RC34RC34RC34RC34RC34RC34RC34RC34RC3434RA34RARB16RB16RB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB17kRB33RB33RB33RB33RB33RB33RB33RB33RB33RB33RB33RB33RB32nRB32nRB32nRB32nRB32nRB32nRB30RB30RB30RB30RB30RB30RB30RB30RO16aRO16aRO16aRO16aRO16aRO16aRO16aRO16aRO16aRH14hRH14hRH14hRH14hRH14hRH14hRJaRJbRJbRJbRJh16RARB16RA3434RARCRCRB17mabh34pRB34pRB34pRB34pRB34pRB34pRB34pRB34pRB34pRB34pRB34oRB34oRB34oRB34oRB34oRB34oRB34oRB34oRB34oRB34oRB34oRB34oRB34oRBC25qRBC25qRBC25qRBC25qRBC25q37RA37RA37RAC25RAC25RAC25RAC25RAC25RAC25RAC25RARAC25RARO16bRO16bRO16bRO16bRO16bRO16bRO16bRO16bRO16bC30RLC30RLC30RLC30RLRB30RLC30RLC30RLC30aRLC30bRAC30RAC30RLC32RLC32RLC32RLC32C32RLC32RLC32RLC32RL37RA37RA34RE34RE34RE34RE34RE34RE34RERA34 17 17 17 1734o34oRCRCRCRC34p34pRB16RCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCRCa ba bhi jRC14hRC14hi jRB17kRB17khi jRCkRB17kRB17kkRARA1818tRB17kRARARARA345llRB17mRB17mRB17mRB17mRB17mRB17mRB17mm5nnoooonnPC19PC19PC19PC19PC19PC19PC19WA19PC19PC19PC19WA19PC19WA19WA19LV-3A2222RCoooooooppppppoRCRCqqRCWFWFL4L6788RB34RCRCabRM-8RM-8C25rC25rC25rRM-4rr9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESMESM9ESM9ESM9ESM99ESM9ESM9ESM9ESM9ESM9ESM9ESM9ESMPC30ESM9PC309PC30ESMRC17kRCRCXAXAXAXAXBXBXAXAXAXAh i jXAXAh i jXAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXAXASASA3232SASA3232SD16SD16SDC30SDC30SDSDC30 C30SDSDC30 C30SDSDC30 C30SDSDC32 C32SDSDC32 C32RB17kESM9SA34SA34SAC25C25SASDSDC32C32SDSDC32C32SAC25C25SAC25SASASASASASARNtt18tRB34PEC25wPEC25w33RBE-4022E-4024RPL5RPL5RPL5RPL7RPL7RPL7abRPL5RPL7877ww6666RCRCMENSLOCKER3615WGC30WGC30WGC30WGC30WG?WGC32WGC32C32WGIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-2032018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPTHIRD FLOOR PLAN -LIGHTINGFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1THIRD FLOOR PLAN - LIGHTINGDRAWING NOTES:1. PROVIDE 120V CONNECTION ((2)-#10, (1)-#1012EG IN 3/4"C) TO CONNECT EXTERIOR MOUNTED SIGN TO LIGHTING CONTACTOR AND PANEL LV-1A. REFER TO LIGHTING CONTACTOR WIRING SCHEMATIC FOR ADDITIONAL INFORMATION. SIGN BY OWNER.2. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO ALL LUMINAIRES ON THE NORMAL POWER BRANCH INSIDE INDICATED REGION FROM PANEL LV-3B.3. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) FROM PANEL LV-3A TO ALL NORMAL POWER LIGHTING BRANCH CIRCUITS WEST OF GRID LINE "4" AND NOT IN ENCLOSED REGION INDICATED BY DRAWING NOTE "2".4. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) FROM PANEL LV-3C TO ALL NORMAL POWER LIGHTING BRANCH CIRCUITS EAST OF GRID LINE "4" AND NOT IN ENCLOSED REGION INDICATED BY DRAWING NOTE "2".5. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO ALL LUMINAIRES ON INDICATED SWITCHING CIRCUIT FROM PANEL LV-3A.6. UNLESS OTHERWISE NOTED, PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) FROM PANEL CB-P3 TO ALL LUMINAIRES ON THE CRITICAL POWER BRANCH AND INSIDE INDICATED REGION.7. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO LUMINAIRE FROM PANEL LS-P1.8. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO LUMINAIRE FROM PANEL LS-P3.9. PROVIDE TYPE A EMERGENCY SWITCHING MODULE (ESM) CONNECTED TO THIS LUMINAIRE. PROVIDE (2)-#10, (1)-#10EG IN 3/4"C FROM EMERGENCY LEG OF ESM BACK TO THIRD FLOOR EMERGENCY LIGHTING CIRCUIT IN PANEL LS-P3.10. LUMINAIRES IN THIS CORRIDOR SHALL DIM TO 10% OUTPUT WHEN NOT OCCUPIED AS DICTATED BY OCCUPANCY SENSOR AND ROOM CONTROLLER.GENERAL SHEET NOTES:A. FOR ALL EXIT LUMINAIRES (XA) ON THIS SHEET PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) FROM LUMINAIRE TO PANEL LS-P3.B. PROVIDE SWITCHING CONTROLS IN ALL PREP/RECOVERY ROOMS TYPICAL TO PREP/RECOVERY ROOM 3211. C. UNDERCABINET LUMINAIRES THAT DO NOT HAVE A CIRCUITING TAG ADJACENT SHALL BE CONNECTED TO THE LIGHTING CIRCUIT OF THE CEILING MOUNT LUMINAIRES IN THE SAME ROOM.D. FOR ALL UNDERCABINET LUMINAIRES ON THIS SHEET INSTALL BENEATH CABINET IN ROOM ACCORDING TO MANUFACTURERS INSTRUCTIONS. INSTALL (1) LUMINAIRE AND OBTAIN SIGN OFF FROM OWNER AND ARCHITECT THAT MOUNTING DEPTH AND LIGHT DISTRIBUTION IS ACCEPTABLE PRIOR FULL INSTALLATION OF ALL LUMINAIRES. NUMBER DATE ISSUED BY DESCRIPTION $3LV$3LV$3LVPCM2345678ABCDEF3.56.51G4.34.95.56.248EF-02135GFIWP2IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-2042018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPROOF PLAN -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1ROOF PLAN - ELECTRICALDRAWING NOTES:1. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO RECEPTACLE FROM PANEL LV-3B.2. EXTERIOR PHOTO CELL. REFER TO LIGHTING CONTACTOR WIRING SCHEMATIC FOR ADDITIONAL INFORMATION.NUMBER DATE ISSUED BY DESCRIPTION SFMSFFMSMSF$$HH$HDATA191555E8E136623L2TMGBTELECOMM. MAIN GROUNDING BUSBAR DETAILE-903112121213FACP111415444415371821ACCESS CONTROLAND PANIC BUTTONPANELFCU-01DATA26107788E1E212TGBTELECOMM GROUNDINGBUS BAR DETAILE-9032121214163331315383FCU-021491091012121388818TGBE-9032TELECOMM GROUNDINGBUS BAR DETAILE186E20739DATA3611FCU-03NURSE CALLTERMINAL CABINET24C35LS-P1ATS-CBATS-LSATS-CB-ECBATS-LS-ECBEQ-P1ELEC1903EQ-DPATS-EQATS-EQ-ECB1GFI1WCWC2b2aGFIab19ELEV. 1ELEV. 243196FIRE PROTECTIONSPRINKLER HEADFIRE PROTECTIONSPRINKLER HEAD1223223WCGFI3423cc420ELEV. 3FIRE PROTECTIONSPRINKLER HEAD23IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-4012018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPENLARGED PLANS -POWER & SYSTEMSFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/4" = 1'-0"1ENLARGED PLAN - DATA 1915 - POWER & SYSTEMS1/4" = 1'-0"2ENLARGED PLAN - DATA 2610 - POWER & SYSTEMS1/4" = 1'-0"3ENLARGED PLAN - DATA 3611 - POWER & SYSTEMS1/4" = 1'-0"4ENLARGED PLAN - ELECTRIC 1903 - POWER & SYSTEMS1/4" = 1'-0"5ENLARGED PLAN - ELEVATOR 1 & 2 PITS - POWER & SYSTEMSDRAWING NOTES:1. PROVIDE 120V CONNECTION (2-#12 1-#12EG IN 3/4"C) TO RECEPTACLE FROM PANEL LV-1D.2. PROVIDE 120V CONNECTION (2-#12 1-#12EG IN 3/4"C) TO PIT LIGHT AND SWITCH FROM PANEL LV-1D.3. PROVIDE 120V CONNECTION (2-#12 1-#12EG IN 3/4"C) TO RECEPTACLE FROM PANEL LV-1B.4. PROVIDE 120V CONNECTION (2-#12 1-#12EG IN 3/4"C) TO PIT LIGHT AND SWITCH FROM PANEL LV-1B.5. PROVIDE (1) L5-30R RECEPTACLES MOUNTED TO BOTTOM OF LADDER RACK. PROVIDE (2)-#10, (1)-#10EG IN 3/4" C FROM RECEPTACLE TO PANEL EQ-P1.6. PROVIDE (1) L5-30R RECEPTACLES MOUNTED TO BOTTOM OF LADDER RACK. PROVIDE (2)-#10, (1)-#10EG IN 3/4" C FROM RECEPTACLE TO PANEL LV-1C.7. PROVIDE (1) L5-30R RECEPTACLES MOUNTED TO BOTTOM OF LADDER RACK. PROVIDE (2)-#10, (1)-#10EG IN 3/4" C FROM RECEPTACLE TO PANEL EQ-P2.8. PROVIDE (1) L5-30R RECEPTACLES MOUNTED TO BOTTOM OF LADDER RACK. PROVIDE (2)-#10, (1)-#10EG IN 3/4" C FROM RECEPTACLE TO PANEL LV-2C.9. PROVIDE (1) L5-30R RECEPTACLES MOUNTED TO BOTTOM OF LADDER RACK. PROVIDE (2)-#10, (1)-#10EG IN 3/4" C FROM RECEPTACLE TO PANEL EQ-P3.10. PROVIDE (1) L5-30R RECEPTACLES MOUNTED TO BOTTOM OF LADDER RACK. PROVIDE (2)-#10, (1)-#10EG IN 3/4" C FROM RECEPTACLE TO PANEL LV-3C.11. PROVIDE 120V CONNECTION (2-#12 1-#12EG IN 3/4"C) TO FACP FROM PANEL LS-P1.12. PROVIDE TELECOMM RACK/CABINET PER RACK ELEVATIONS.13. PROVIDE 24" WIRE LADDER RACK.14. PROVICE (10) 4" EMT SLEEVES THROUGH WALL TO CABLE TRAY ON EACH SIDE. 15. UNLESS NOTED OTHERWISE PROVIDE 120V CONNECTION (2-#12 1-#12EG IN 3/4"C) TO ALL RECEPTACLES IN THIS ROOM FROM PANEL LV-1C.16. UNLESS NOTED OTHERWISE PROVIDE 120V CONNECTION (2-#12 1-#12EG IN 3/4"C) TO ALL RECEPTACLES IN THIS ROOM FROM PANEL LV-2C.17. PROVIDE (3) 4" EMT CONDUIT SLEEVES THROUGH CEILING TO DATA ROOM ABOVE.18. UNLESS NOTED OTHERWISE PROVIDE 120V CONNECTION (2-#12 1-#12EG IN 3/4"C) TO ALL RECEPTACLES IN THIS ROOM FROM PANEL LV-3C.19. PROVIDE SINGLE RECEPTACLE 48" ABOVE GROUND DIRECTLY ABOVE SUMP CROCK. PROVIDE (2)-#12, (1)-#12EG IN 3/4"C BACK TO PANELBOARD LP-1D.20. PROVIDE SINGLE RECEPTACLE 48" ABOVE GROUND DIRECTLY ABOVE SUMP CROCK. PROVIDE (2)-#12, (1)-#12EG IN 3/4"C BACK TO PANELBOARD LP-1B.21. PROVIDE PREMISYS ACCESS CONTROL SYSTEM PANEL WITH DOOR CONTROLLERS FOR ALL NEW INDICATED PROX. READERS AND ELECTRONIC DOOR HARDWARE CONNECTIONS. PROVIDE CAT. 6 CABLE TO 48-PORT PATCH PANEL AND PATCH CABLE FOR LAN CONNECTION IN RACK. PROVIDE 120V CONNECTION FROM PANEL LV-1C. PROVIDE LICENSING AND PROGRAMMING AS REQUIRED FOR PREMISYS SOFTWARE AND SERVER. PROVIDE FACTORY AUTHORIZED SUB-CONTRACTOR FOR ALL PERMISYS LICENSING, MATERIALS, AND PROGRAMMING.22. NOT USED.23. PROGRAM DEVICE FOR ELEVATOR RECALL.24. PROVIDE120V CONNECTION (2-#12 1-#12EG IN 3/4"C) TO NURSE CALL TERMINAL CABINET FROM PANEL CB-P3.1/4" = 1'-0"6ENLARGED PLAN - ELEVATOR 3 PIT - POWER & SYSTEMSNUMBER DATE ISSUED BY DESCRIPTION $3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$3LVD$DSESEDDFSE D$3LVD$3LVD$3LVD$3LVD4Ba bRKC27bRKC27bRKC27bRKC27bREC27aREC27aREC27aREC27aREC28cREC28cREC28cREC28cRKC28dRKC28dbadcRCRCdcC27SGC27SFC27SFC28SFC28SFC28SGC28SFPROCEDURE/ENDOSCOPY3215PROCEDURE/ENDOSCOPY3214C27SFC27SGC28SGRKC28dRKC28d4B+72"AC(2D)+72"(4D)ACAC(4D)AC(2D)+72"+72"ACPROCEDURE/ENDOSCOPY3215PROCEDURE/ENDOSCOPY3214+72"(2D)+72"(4D)ACAC(4D)(2D)+72"ACC15C15C16C162929303031313232AC+72"C23C23C34C34116E-4025E-4028E-4027E-402333PROCEDURE/ENDOSCOPY3220(4D)ACC21+72"(2D)AC27C212728AC(4D)+72"(2D)C22 C2228AC19E-40210E-40233RKREC26fRKC26fRKC26fRKC26fC26eREC26eREC26eREC26eC26SGC26SFPROCEDURE/ENDOSCOPY3220C26SFC26SGe fefC26SGTHIRD FLOOR28' -0"C1421C1421C1421DATADROP(2D)PROVIDE DUPLEX RECEPTACLES. CIRCUIT TAG DENOTES BRANCH CIRCUITING TYPE (TYPICAL OF ALL RCPT ON HEADWALL)2(TYP)THIRD FLOOR28' -0"C1421C1421C1421PROVIDE DUPLEX RECEPTACLES. CIRCUIT TAG DENOTES BRANCH CIRCUITING TYPE (TYPICAL OF ALL RCPT ON HEADWALL)2(TYP)THIRD FLOOR28' -0"??????DATADROP(2D)PROVIDE DUPLEX RECEPTACLES. CIRCUIT TAG DENOTES BRANCH CIRCUITING TYPE (TYPICAL OF ALL RCPT ON HEADWALL)2(TYP)THIRD FLOOR28' -0"??????PROVIDE DUPLEX RECEPTACLES. CIRCUIT TAG DENOTES BRANCH CIRCUITING TYPE (TYPICAL OF ALL RCPT ON HEADWALL)2(TYP)THIRD FLOOR28' -0"??????DATADROP(2D)PROVIDE DUPLEX RECEPTACLES. CIRCUIT TAG DENOTES BRANCH CIRCUITING TYPE (TYPICAL OF ALL RCPT ON HEADWALL)2(TYP)THIRD FLOOR28' -0"??????PROVIDE DUPLEX RECEPTACLES. CIRCUIT TAG DENOTES BRANCH CIRCUITING TYPE (TYPICAL OF ALL RCPT ON HEADWALL)2(TYP)IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-4022018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPENLARGED PLANS -PROCEDURE ROOMS -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102GENERAL SHEET NOTES:A. UNLESS NOTED OTHERWISE, ALL RECEPTACLES IN PROCEDURE 3215, 3214, AND 3220 SHALL BE GFI AND HOSPITAL GRADE.B. UNLESS NOTED OTHERWISE ALL PROVIDE ALL CRITICAL BRANCH RECEPTACLES ON THIS SHEET WITH A 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO PANEL CB-P3.C. UNLESS NOTED OTHERWISE ALL PROVIDE ALL NORMAL POWER BRANCH RECEPTACLES ON THIS SHEET WITH A 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO PANEL LV-3B.D. UNLESS OTHERWISE NOTED PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 3/4"C) TO ALL LUMINAIRES ON THIS SHEET FROM PANEL CB-P3.1/4" = 1'-0"2ENLARGED PLANS - PROCEDURE ROOMS 3215 & 3214 - LIGHTING1/4" = 1'-0"1ENLARGED PLANS - PROCEDURE ROOMS 3215 & 3214 - POWER & SYSTEMS1/4" = 1'-0"3ENLARGED PLANS - PROCEDURE ROOM 3220 - POWER & SYSTEMS1/4" = 1'-0"4ENLARGED PLANS - PROCEDURE ROOM 3220 - LIGHTINGDRAWING NOTES:1. INDICATED ITEMS ARE INTEGRATED INTO PATIENT HEAD WALL. REFER TO INDICATED ELEVATION PLAN FOR EQUIPMENT IDENTIFICATION, DATA DROP QUANTITY, RECEPTACLE QUANTITY, TYPE AND CIRCUITING INFORMATION.2. CRITICAL BRANCH AND NORMAL BRANCH CIRCUITS FOR RECEPTACLES IN THE HEADWALL SHALL BE IN SEPERATE CONDUITS AND CHANNELS WITHIN HEADWALL.3. NURSECALL STATIONS WITHIN HEADWALL ASSEMBLY SHALL BE ROUTED WITHIN SEPERATE CONDUIT AND SEPERATE LOW VOLTAGE CHANNELS WITHIN HEADWALL ASSEMBLY.NUMBER DATE ISSUED BY DESCRIPTION1/4" = 1'-0"5PROCEDURE/ ENDOSCOPY 3215 HEADWALL RISER L1/4" = 1'-0"6PROCEDURE/ ENDOSCOPY 3215 HEADWALL RISER R1/4" = 1'-0"7PROCEDURE/ ENDOSCOPY 3214 HEADWALL RISER L1/4" = 1'-0"8PROCEDURE/ ENDOSCOPY 3214 HEADWALL RISER R1/4" = 1'-0"9PROCEDURE/ ENDOSCOPY 3220 HEADWALL RISER L1/4" = 1'-0"10PROCEDURE/ ENDOSCOPY 3220 HEADWALL RISER R FEEDER SCHEDULEDESIGNATION12345678910111213141516171819202221232425OCPD4000A/3P3000A/3P2000A/3P1600A/3P1200A/3P1000A/3P800A/3P600A/3P400A/3P300A/3P250A/3P225A/3P200A/3P175A/3P150A/3P125A/3P100A/3P90A/3P80A/3P70A/3P60A/3P50A/3P40A/3P30A/3P20A/3P(11) SETS, (3)-#500 KCM(8) SETS, (3)-#500 KCM(6) SETS, (3)-#500 KCM(5) SETS, (3)-#500 KCM(4) SETS, (3)-#500 KCM(3) SETS, (3)-#500 KCM(2) SETS, (3)-#500 KCM(2) SETS, (3)-#350 KCM(3)-#500 KCM(3)-#350 KCM(3)-#250 KCM(3)-#4/0(3)-#3/0(3)-#2/0(3)-#1/0(3)-#1(3)-#2(3)-#2(3)-#2(3)-#4(3)-#6(3)-#6(3)-#8(3)-#10(3)-#12PHASE(11)-#500 KCM(8)-#500 KCM(6)-#500 KCM(5)-#500 KCM(4)-#500 KCM(3)-#500 KCM(2)-#500 KCM(2)-#350 KCM(1)-#500 KCM(1)-#350 KCM(1)-#250 KCM(1)-#4/0(1)-#3/0(1)-#2/0(1)-#1/0(1)-#1(1)-#2(1)-#2(1)-#2(1)-#4(1)-#6(1)-#6(1)-#8(1)-#10(1)-#12NEUTRAL(11)-#500 KCM(8)-#350 KCM(6)-#250 KCM(5)-#4/0(4)-#3/0(3)-#2/0(2)-#1/0(2)-#1/0(1)-#1/0(1)-#2(1)-#2(1)-#2(1)-#4(1)-#6(1)-#6(1)-#6(1)-#8(1)-#8(1)-#8(1)-#8(1)-#10(1)-#10(1)-#10(1)-#10(1)-#12GROUND(11) 4"(8) 4"(6) 4"(5) 4"(4) 4"(3) 4"(2) 4"(2) 3"4"3"2 1/2"2 1/2"2"2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/4"1"1"3/4"3/4"1/2"CONDUITNOTESFEEDER NOTES:A.NEUTRAL NOT REQUIRED FOR ALL DELTA TRANSFORMER CONNECTIONS.26100A/3P(3)-#350 KCM---(1)-#23"MSSTLSIG2000AT2000AFMDP SECT. 2, 208Y/120V, 2000A, 3Ø/4W, 65 KAIC , SQUARE D QED 2225A/3P125A/3P150A/3P150A/3P225A/3PSST600AT600AFLSI100A/3P225A/3P125A/3P150A/3P125A/3P175A/3P225A/3P125A/3PLV-1ALV-1BLV-1CLV-1DLV-2ALV-2BLV-2CLV-2DLV-3ALV-3BLV-3CGG1000A/3PSSTLSI600AT600AFATS-EQECB225A/3PATS-CBECB100A/3PATS-LSECBATS-EQ,600A,208Y/120,3 POLESATS-CB,225A,208Y/120,3 POLESATS-LS,100A,208Y/120,3 POLESEQ-P1EQ-P2LS-P2LS-P3CB-P3EQ-P3, 208Y/120V, 400, 3Ø/4W, 18 KAIC, SQUARE D NQST70A/3PMDP SECT. 1,208Y/120V, 2000A,3Ø/4W, 65 KAICSQUARE D QED 2CUSTOMER POWER METER300KW 208Y/120VOUTDOOR DIESELGENERATORPROVIDE WIREWAY AND TAPS FOR ECB'SEXTERIORINTERIORST70A/3PST70A/3P1ST FLOOR2ND FLOOR3RD FLOOR2ND FLOORNYSEG UTILITY ELECTRIC METERMOUNTED TO UTILITYTRANSFORMEREXTERIORINTERIORNYSEG PAD MOUNTUTILITY TRANSFORMERNYSEG UTILITY POLEELEVATOR 1ELEVATOR 2ELEVATOR 3100A/3P100A/3PST100A/3PX-RAY1 ECBST100A/3PX-RAY2 ECB1261EQ-DP, 208Y/120V, 600, 3Ø/4W, 22 KAIC, SQUARE D I-LINE COMBOPANELBOARDSST250AT400AFLSI100A/3PSST300AT400AFLSI23331ST FLOOR2ND FLOOR3RD FLOOR2ND FLOORLS-P1, 208Y/120V, 100, 3Ø/4W, 10 KAIC, SQUARE D NQ50A/3P50A/3P141412101111111010142101591618181499918149204414232426SST500AT600AFLSI3B-025TO GENERATORTO PANEL LV-1A6IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-5012018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPRISERS -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102NTS1ONE-LINE DIAGRAMDRAWING NOTES:1. REFER TO FLOOR PLANS AND MANUFACTURERS SCHEMATICS FOR CONTINUATION OF X-RAY FEEDERS AND BRANCH CIRCUITING. 2. PROVIDE 100% RATED BREAKER.3. REFER TO ELECTRIC EQUIPMENT AND CONTROLS SCHEDULE FOR ADDITIONAL INFORMATION.4. PANEL EQ-P1 IS MOUNTED INTEGRAL TO AND FED FROM PANEL EM-DP. 5. PROVIDE LOW VOLTAGE CONTROL WIRING FOR CONNECTION FROM GENERATOR TO ATS-EQ, ATS-CB AND ATS-LS IN (1) 1" CONDUIT. 6. PROVIDE (2) SETS OF (2)-#12, (1)-#12EG IN (1) 1" CONDUIT FROM PANEL LV-1A TO GENERATOR FOR BLOCK HEATER AND BATTERY CHARGER CIRCUIT.NUMBER DATE ISSUED BY DESCRIPTION 4/17/2020 10:15:55 AM 8-ZONE ANNUNCIATORVESTIBULE 1000Z1Z2Z3Z4Z5Z6Z7Z8PROVIDE CAT.5ECABLE TO DATA 1915 CAT. 5E CABLEELEVATORS 1 & 2 LOBBY 2ND FLOOR ELEVATOR 3 LOBBY 2ND FLOOR ELEVATORS 1 & 2 LOBBY 3RD FLOOR ELEVATOR 3 LOBBY 3RD FLOOR ICICICICSPARE ZONES24VDC POWER SUPPLYPROVIDE 120V20A BRANCHCIRCUITPROVIDE ALL REQUIRED LOW VOLTAGE CABLING BETWEEN POWER SUPPLE AND ANNUNCIATOR PANEL NOTES:A. WIRING INDICATED ON THE RISER DIAGRAM IS DIAGRAMMATIC ONLY. IT IS NOT INTENDED TO INDICATE ROUTING OR QUANTITIES OF WIRES REQUIRED. PROVIDE WIRING FOR A COMPLETE SYSTEM AS REQUIRED BY SYSTEM MANUFACTURER.SHFF SFSDDTSAIMTSFAOMFSDECFF FDH DHSS HDTSSDSD120V, 20ABRANCHCIRCUITEOLHFSSEOLF F F F FC CCHNOTIFICATIONAPPLIANCECIRCUITEXTENDERPANELCIR.1CIR.2CIR.3CIR.4CIR.1SLC CARDSFORADDRESSABLELOOPSCIR.2120V, 20ABRANCHCIRCUITNOTES:PROVIDE ADDRESSABLEINPUT MODULE TOMONITOR FLOW SWITCHES,TAMPER SWITCHES,ANSUL PANEL, ETC.PROVIDE 2-POLE MODELSFOR EACH FAN SHUT-DOWNRELAY CONNECTIONPROVIDE ADDRESSABLEOUTPUT MODULE TO CONTROLFAN SHUTDOWN RELAYS, SMOKEDAMPERS, ELEVATOR CAPTURE,OPERATE AUX. CONTACTS, ETC.TYPICAL ADDRESSABLE LOOPNETWORK COMMUNICATIONCABLING (TYPICAL)A.WIRING INDICATED ON THE RISER DIAGRAM IS DIAGRAMMATIC ONLY. IT IS NOT INTENDEDTO INDICATE ROUTING OR QUANTITIES OF WIRES REQUIRED. PROVIDE WIRING FOR ACOMPLETE SYSTEM AS REQUIRED BY SYSTEM MANUFACTURER.B.ALL DEVICES ARE NOT INDICATED ON THE RISER DIAGRAM. REFER TO FLOOR PLANSFOR QUANTITIES AND LOCATIONS OF DEVICES.C.REFER TO ELECTRICAL EQUIPMENT AND CONTROL SCHEDULE FOR FANS THAT REQUIREADDRESSABLE OUTPUT MODULES AND FAN SHUTDOWN INTERLOCKS.D.REFER TO FLOOR PLANS FOR EQUIPMENT LOCATIONS.E.PROVIDE ADDRESSABLE INPUT MODULES FOR ALL SPRINKLER TAMPER AND FLOWSWITCHES.F.PROVIDE ADDRESSABLE OUTPUT MODULES FOR ALL FAN CONTROLS, ELEVATORCONTROL AND/OR RECALL, ETC.G.CLASS B, STYLE Y SIGNALING LINE CIRCUITS. CLASS B, STYLE B INITIATING CIRCUITS.H.ALL CABLE TERMINATIONS SHALL TAKE PLACE AT DEVICE SCREW TERMINALS OR SCREWTYPE TERMINAL BLOCKS. ALL CABLE TERMINATIONS SHALL USE NYLON INSULATED,LOCKING FORK, SOLDERLESS COMPRESSION TERMINAL.I.ALL FIRE ALARM SYSTEM JUNCTION BOXES IN MECHANICAL/ELECTRICAL ROOMS, ABOVECEILINGS, IN UNFINISHED AREAS OR STORAGE ROOMS, SHALL BE PAINTED RED ANDSTENCIL LETTERED INDICATING "FIRE ALARM SYSTEM."J.PROVIDE 120-VOLT, 20-AMP BRANCH CIRCUIT CONNECTION (2-#12, 1-#12EG IN 1/2"C)TO EACH FIRE ALARM CONTROL PANEL AND NOTIFICATION APPLIANCE CIRCUIT (NAC)EXTENDER PANEL FROM NEAREST EMERGENCY PANELBOARD.TO ADDITIONALNOTIFICATIONAPPLIANCEDEVICESFIRE ALARMCONTROL PANELREMOTEANNUNCIATORPANELDOOR HOLDOPEN/CLOSERCIRCUITPOWERSUPPLYPROVIDE REMOTE DUCTSMOKE DETECTOR TESTSTATION (TYPICAL)24VDC DOOR HOLDERCIRCUIT (TYPICAL)PROVIDE CAT.6CABLE TO DEMARCDIGITALCOMMUNICATORPROVIDE ACCOMMODATE QUANTITIESOF AUDIBLE AND AUDIBLE/VISUALDEVICES SHOWN ON DRAWINGS(TYPICAL)NOTIFICATIONAPPLIANCECIRCUITPOWERSUPPLY24VDC NOTIFICATIONAPPLIANCE CIRCUIT(TYPICAL)CARBON MONOXIDEDETECTOR WITHSOUNDER BASEAOMST20A/1PRFOR ACTIVATION OF SHUNT TRIP BY FIRE ALARM SYSTEM, PROVIDE 120V CONNECTION TO SHUNT TRIP FROM RELAY CONNECTED TO AOM LV-1A/20LV-1A/28PANEL/CKT#WDWBNEUTRALLIGHT SWITCHOVERRIDEA.REFER TO LIGHTING & SITE PLANS FOR EXACT LUMINAIRE QUANTITIES.EAST EXTERIOR WALL FACADE LIGHTSEXTERIOR EGRESS WALL PACKS120V PHOTOCELL ON BUILDING EXTERIORDESIGN MAKE: TORK 2020 SERIES24-HOUR, 7-DAYELECTROMECHANICAL TIME CLOCKDESIGN MAKE: TORK4-POLE LIGHTING CONTACTOR WITH30A RATED CONTACTS, ELECTRICALLYOPERATED, ELECTRICALLY HELD,120V COIL, NEMA 1 ENCLOSURE.DESIGN MAKE: SQUARE D CLASS 8903PCTCLCGENERAL NOTES:WDWDLC1WBWBESMLS-P1/L5SBSBENTRANCE CANOPY LIGHTSAND WALL PACKPROVIDE TYPE B EMERGENCY SWITCHING MODULELCLV-1A/29LV-1A/21,23LV-1A/25,27EXTERIOR POLE MOUNTED SITE LIGHTSIN SOUTHERN PARKING LOT(BY OTHERS)EXTERIOR POLE MOUNTED SITE LIGHTSIN WESTERN PARKING LOT(BY OTHERS)LC25-POLE LIGHTING CONTACTOR WITH30A RATED CONTACTS, ELECTRICALLYOPERATED, ELECTRICALLY HELD,120V COIL, NEMA 1 ENCLOSURE.DESIGN MAKE: SQUARE D CLASS 8903LS-P1/L15WBESMPROVIDE TYPE B EMERGENCY SWITCHING MODULE$D$D1. PROVIDE (2) STAND-ALONE 0-10V DIMMER SWITCHS LOCATED IN MECHANICAL ROOM 1101. DIMMER SWITCHES SHALL BE WIRED SUCH THAT (1) SWITCH CAN CONTROL ALL THE REMOTE DRIVERS ASSOCIATED WITH THE DOWN LIGHT OF EACH FIXTURE AND (1) SWITCH CAN CONTROL ALL THE REMOTE DRIVERS ASSOCIATED WITH THE UP LIGHT OF EACH FIXTURE.2. PROVIDE (2)-#12,(1)-#12EG IN 3/4"C AS REQUIRED TO CONNECT THE DIMMER SWITCHES TO THE REMOTE DRIVERS MOUNTED INSIDE THE BUILDING ABOVE THE CEILING.3. PROVIDE 120V CONNECTION ((2)-#12, (1)-#12EG IN 1/2"C) TO LOW-VOLTAGE POWER SUPPLY BY OTHERS.4. PROVIDE LOW-VOLTAGE WIRING CONNECTION TO LANDSCAPE LIGHTS. REFER TO SHEEET E-100 FOR ADDITIONAL INFORMATION.LIGHTING CONTACTOR WIRING SCHEMATIC NOTES:12EXTERIOR GUTHRIE SIGNSLV-1A/41LV-1A/34PSEXTERIOR LOW-VOLTAGE LANDSCAPELIGHTING (BY OTHERS)LOW-VOLTAGE LIGHTING POWER SUPPLY(BY OTHERS)PMDSSEESESEEEL-NET TO K-BUSADAPTER (TYPICAL)ORANGE CAT. 5E CABLE(TYPICAL)ORANGE CAT. 5EJACK AND DATA OUTLET AT NURSE CONSOLE (TYPICAL)DUPLEX RECEPTACLEFOR PERIPHERALSNURSE CALL TERMINALCABINET INSTALLED IN DATA CLOSET8-PORT POE SWITCHDOMELESS CONTROLLER (TYPICAL)DOME LIGHT(TYPICAL)(2) ORANGE CAT. 5E CABLES (TYPICAL)PATIENT STATION WITH AUDIO &PILLOW SPEAKER(TYPICAL)ORANGE CAT. 5E CABLE (TYPICAL)VOIP NURSE CALLMASTER STATION (TYPICAL)1ST FLOOR2ND FLOOR3RD FLOORNOTES:A.WIRING INDICATED ON THE RISER DIAGRAM IS DIAGRAMMATIC ONLY. IT IS NOT INTENDEDTO INDICATE ROUTING OR QUANTITIES OF WIRES REQUIRED. PROVIDE WIRING FOR ACOMPLETE SYSTEM AS REQUIRED BY SYSTEM MANUFACTURER.B.ALL DEVICES ARE NOT INDICATED ON THE RISER DIAGRAM. REFER TO FLOOR PLANSFOR QUANTITIES AND LOCATIONS OF DEVICES.CRITICALBRANCHPANELBOARD20A/1P15VDCPOWERSUPPLY36VDCPOWERSUPPLYSYSTEMCONTROLLERDSPRPLRSRPR+POE ETHERNET SWITCH(BY OWNER)PROXIMITYCARD READER12/24VDCPOWER SUPPLYRS-485 BACKBONE BETWEENACCESS CONTROLSYSTEM MODULES (TYPICAL)NOTES:CAT. 5E OUTLET (TYPICAL)EQUIPMENT RACK PER. TELECOMRISER DIAGRAMCAT. 5E CABLE (TYPICAL)CAT. 5E PATCH CABLE(TYPICAL)+ -+ -+ -+ -PROGRAMMABLEINPUT/OUTPUTMODULE (TYPICAL)+ -RS-485N.O.N.C.N.O.N.C.N.O.N.C.N.O.N.C......INPUTN.O.N.C.N.O.N.C.OUTPUT+ -RS-485LAN+ -RS-485PROVIDE (2)-#12, (1)-#12EG IN 1/2" CONDUIT BRANCH CIRCUIT CONNECTIONPANIC BUTTON WITH MAINTAINEDCONTACT IN MAIN OFFICE ANDAT CHECK-IN DESKS ANDPRIVATE AREAS PER. DRAWINGSALARMSIRENDOORRELAY 1READER1DOORRELAY 2READER214/2 AWG TO DOOR CONTROLLER IN 1/2" EMT CONDUIT (TYPICAL)POWER TRANSFER HINGE TO DOOR(BY DOOR HARDWAREINSTALLER)PROVIDE 18/2 AWG IN 1/2"EMT CONDUITDOORSTRIKEPROVIDE (2)-#12, (1)-#12EG IN 1/2" CONDUIT BRANCH CIRCUIT CONNECTION+ -12/24VDCPOWER SUPPLYFURNISHEDWITH DOORHARDWARE FORLATCH RETRACTIONDEVICESPROVIDE RELAY TO WORK WITHEXTERNAL POWER SUPPLY FOR LATCH RETRACTIONLATCHRETRACTIONHARDWARE3-PAIR STP CABLE(TYPICAL)1. INSTALL ALL ACCESS CONTROL SYSTEM PANELS IN COMMUNICATION EQUIPMENT ROOMS (CERs).2. THIS RISER IS DIAGRAMATIC, NOT ALL DEVICE INTER-CONNECTIONS ARE SHOWN. REFER TO DRAWINGS FOR QUANTITIES AND LOCATIONS.3. LABEL ALL ACCESS CONTROL AND PANIC BUTTON WIRING WITH DEVICE DESTINATION LOCATION.4. PROVIDE COORDINATION WITH OTHER TRADES. PROVIDE WIRING INTER-CONNECTIONS TO FURNISHED DOOR HARDWARE BASED UPON FINAL APPROVED SHOP DRAWINGS.TYPICAL CER48-PORT UTPPATCH PANELNETWORKCONTROLLER2-DOOR CONTROLLERMODULE(TYPICAL)ACCESS CONTROL SYSTEMPANEL ENCLOSUREIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-5032018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPRISERS -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102NTS2TWO-WAY COMMUNICATION RISERNTS1FIRE ALARM SYSTEM RISER DIAGRAMNTS3LIGHTING CONTACTOR WIRING SCHEMATICNTS5NURSE CALL RISER DIAGRAMNTS4ACCESS CONTROL AND PANIC BUTTON SYSTEM RISER DIAGRAMNUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-5042018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSCHEMATICS -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102NTS1X-RAY RM 1411 - ELECTRICAL PLANS & LEGENDSNTS4X-RAY RM 1411 - POWER REQUIREMENTS AND NOTESNTS3X-RAY RM 1411 - DETAILSNTS2X-RAY RM 1411 - CONDUIT RISERNUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-5052018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSCHEMATICS -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102NTS1X-RAY RM 1413 - ELECTRICAL PLANS & LEGENDSNTS2X-RAY RM 1413 - CONDUIT RISERNTS4X-RAY RM 1413 - POWER REQUIREMENTS AND NOTESNTS3X-RAY RM 1413 - WIRING DETAILSNUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-5062018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSCHEMATICS -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102NTS1MAMMOGRAPHY RM 1407 - ELECTRICAL PLAN & LEGENDNTS2MAMMOGRAPHY RM 1407 - NOTESNTS3MAMMOGRAPHY RM 1407 - CIRCUIT BREAKER DETAILNTS4MAMMOGRAPHY RM 1407 - DOOR LIGHT DETAILNUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-6012018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSCHEDULES -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102LUMINAIRE SCHEDULETYPEDESCRIPTIONDRIVER LAMPS VOLTAGE DESIGN MAKEACCEPTABLEMANUFACTURERPB PENDANT HUNG LED LUMINAIRE, 36" DIAMETER, EDGE LIT OPTIC, UP & DOWNDISTIBUTION, REMOTE DRIVER IN ACCESSIBLE CEILING, MAXIMUM DISTANCE TO DRIVERIS 20', STANDARD CABLE INSTALLATION, CUSTOM COLOR FINISH SELECTION BYARCHITECT, PROVIDE POWER CORD.DIMMABLE LED DRIVER 0-10V 7261 LUMENS, 76 W, 3500K 120V G LIGHTING - ORBISPENDANTA/E APPROVED EQUIVALENTPC 4'x7" PENDANT MOUNTED LED LUMINAIRE, DIE FORMED STEEL HOUSING,POLYCARBONATE LENS, WHITE FINISH.DIMMABLE LED DRIVER 0-10V 4617 LUMENS, 4000k, 38 W UNV (120V - 277V) METALUX - LW WRAP COLUMBIA, LITHONIA,SIGNIFYPD 4'x6" LINEAR LED LUMINAIRE, SINGLE-PIECE FIBERGLASS REINFORCED HOUSING,FLEIXIBLE IMPACT RESISTANT ACRYLIC LENS, NON-FLAMMABLE HOUSING, RATED FORCLASS 1, DIVISION 2 ENVIORMENTS, WET LOCATIONS, AND HAZARDOUS LOCATIONS.LED DRIVER 7208 LUMENS, 4100K, 54 W UNV (120V - 277V)AZZ - HNMF 2 LED A/E APPROVED EQUIVALENTPE 3"x12" ROUND PENDANT MOUNT LUMINIARE, CASED OPAL GLASS WITH OPEN BOTTOM,MOUNTED ON 18" RIGID STEM, CUSTOM COLOR SELECTION BY ARCHITECTLED DRIVER 630 LUMENS, 4000K, 10W 120V SCOTT ARCHITECTURALLIGHTING - S2127 SERIESPENDANT LIGHTA/E APPROVED EQUIVALENTRA 2'x4' RECESSED SPECIFICATION GRADE ARCHITECTURAL LED TROFFER WITH COLDROLLED STEEL HOUSING, OPAL WHITE ANGLED SIDE LENSES, CENTER DIFFUSER WITHOPAL ACRYLIC LENS, REFLECTIVE WHITE ENAMEL FINISH.DIMMABLE LED DRIVER 0-10V 5000 LUMEN, 4000K, 41.5 W UNV (120V - 277V) COOPER - METALUX -24RLNDAY-O-LITE HARMONYSERIES, FINELITE HPRSERIES, MARK WHISPERSERIESRB 2'x2' RECESSED SPECIFICATION GRADE ARCHITECTURAL LED TROFFER WITH COLDROLLED STEEL HOUSING, OPAL WHITE ANGLED SIDE LENSES, CENTER DIFFUSER WITHOPAL ACRYLIC LENS, REFLECTIVE WHITE ENAMEL FINISH.DIMMABLE LED DRIVER 0-10V 4000 LUMENS, 4000K, 35.6 WUNV (120V - 277V) COOPER - METALUX -22RLNDAY-O-LITE HARMONYSERIES, FINELITE HPRSERIES, MARK WHISPERSERIESRCDIMMABLE LED DRIVER 0-10V 1500 LUMENS, 3500 K, 15.5 W UNV (120V - 277V) COOPER - PORTFOLIO -LDB6GOTHAM, LIGHTOLIER,PRESCOLITERD 3" x 4' APERTURE RECESSED LINEAR LUMINAIRE WITH EXTRUDED ALUMINUM HOUSING,FLUSH SATIN DISFUSER, WHITE FINISH, SUITABLE FOR MOUNTING IN T-GRID CEILINGSYSTEM.DIMMABLE LED DRIVER 0-10V 775 LUMEN/FT, 3500K, 6.8 W/FT UNV (120V - 277V) COOPER - NEO-RAY -DEFINE 3AXIS, DAY-O-LITE, FINELITE,FOCAL POINT, PRUDENTIAL,SELUXRE 2'x4' RECESSED LED COLD ROLLED STEEL HOUSING, SEALED AND GASKETED HOUSING,.125" ACRYLIC LENS, FROSTED ACRYLIC DIFFUSER, CCI 90, IP65 RATED, 10 WATTEMERGENCY BATTERY PACK, WHITE ANTIMICROBIAL FINISH,DIMMABLE LED DRIVER 0-10V(0-100%)7100 LUMENS, 4000K, 78.6 W UNV (120V - 277V) FAIL-SAFE - SGI LED HEALTHCARE, HUBBELLHEALTHCARE, KENALLRF 4” x 9’ APERTURE RECESSED LINEAR WITH ASYMMETRIC DISTRIBUTION AND ANGLEDFROSTED ACRYLIC LENS, EXTRUDED ALUMINUM HOUSING, HARD SURFACE/WOOD TRIM,BLACK FINISHDIMMABLE LED DRIVER 0-10V 625 LUMENS/FT, 8.25W/FT, 3500K UNV (120V - 277V) FOCAL POINT LIGHTING -FSM4AL SERIESAXIS, DAY-O-LITE, FINELITE,FOCAL POINT, PRUDENTIAL,SELUXRG 6" APERTURE RECESSED LED DOWNLIGHT, DIE-CAST ALUMINUM HOUSING, LENSEDOPTIC, UNIVERAL MOUNTING BRACKETS, SPUN ALUMINUM SEMI-SPECULAR LOWERREFLECTOR WITH SELF-FLANGED TRIM, 50-DEGREE MEDIUM BEAM DISTRIBUTION.DIMMABLE LED DRIVER 0-10V 1000 LUMENS, 3500K, 11W UNV (120V - 277V) COOPER - PORTFOLIO -LDB6GOTHAM, LIGHTOLIER,PRESCOLITERH 6" SQUARE RECESSED LED DOWNLIGHT, PAINTED DIE CAST ALUMINUM HOUSING,ALUMINUM LOWER REFLECTOR, BLACK FINISHDIMMABLE LED DRIVER 0-10V 1500 LUMENS, 3500K, 15.5 WUNV (120V - 277V) COOPER - PORTFOLIO -LDSQ6BGOTHAM, LIGHTOLIER,PRESCOLITERI 3'-5" APERTURE RECESSED LINEAR LUMINAIRE WITH EXTRUDED ALUMINUM HOUSING,FLUSH SATIN DISFUSER, WHITE FINISH, SUITABLE FOR MOUNTING IN T-GRID CEILINGSYSTEM.DIMMABLE LED DRIVER 0-10V 775 LUMEN/FT, 3500K, 6.8 W/FT UNV (120V - 277V) COOPER - NEO-RAY -DEFINE 3AXIS, DAY-O-LITE, FINELITE,FOCAL POINT, PRUDENTIAL,SELUXRJ 4" APERTURE ADJUSTABLE (0-358 DEGREE ROTATION, 0-40 DEGREE TILT) RECESSED LEDDOWNLIGHT, 15-DEGREE NARROW SPOT DISTRIBUTION, SEMI-SPECULAR REFLECTOR,NICKEL SATIN BEZEL AND TRIM, LENSED UPPER OPTICAL CHAMBER, NEWCONSTRUCTION HOUSING, PROVIDE WITH +10-DEGREE FIELD INTERCHANGABLE BEAMWIDENING LENS ACCESSORY.DIMMABLE LED DRIVER 0-10V 1000 LUMENS, 3500K, 10 W, 90+CRIUNV (120V - 277V) LUMENPULSE LIGHTING -LUMENCORE SMALLADJUSTABLE SERIESA/E APPROVED EQUIVALENTRK 6" RECESSED LED DOWNLIGHT, POLYCARBONATE DROP LENS UPPER REFLECTOR,LOWER ALUMINUM REFLECTOR WITH SEALED BOTTOM LENS,ALL GASKETING MEDICALGRADE, LED MODULE SEALED &MEDICAL RATED, IP65 RATED, WET LOCATION RATED,MEDIUM DISTRIBUTION, ANTIMICROBIAL MATTE WHITE FINISH, ALL ACCESORIES MEDICALGRADE.DIMMABLE LED DRIVER 0-10V(0-100%)4000 LUMENS, 4000K, 41.6 W UNV COOPER - FAIL-SAFE -FLDB6HEALTHCARE, HUBBELLHEALTHCARE, KENALLRL 2'x4' RECESSED LED LUMINAIRE, FORMED STEEL HOUSING, WITH GRID SAFETY CLIPS,WET LOCATION IP65 RATED, RIBBED FROSTED ACRYLIC DIFFUSER, BOTTOM LENS .125CLEAR ACRYLIC, HIGH GLOSS WHITE FINISH.DIMMABLE LED DRIVER 0-10V 5000 LUMEN, 4000K, 48.6 W UNV (120V - 277V) COOPER - FAIL-SAFE - FCZ HEALTHCARE, HUBBELLHEALTHCARE, KENALLRM-4 2" x 4' APERTURE RECESSED LINEAR LUMINAIRE WITH EXTRUDED ALUMINUM HOUSING,FLUSH SATIN DISFUSER, WHITE FINISH, SUITABLE FOR MOUNTING IN HARD CEILING.DIMMABLE LED DRIVER 0-10V 3460 LUMENS, 4000K, 35.6 WUNV (120V - 277V) COOPER - NEO-RAY -DEFINE 2AXIS, DAY-O-LITE, FINELITE,FOCAL POINT, PRUDENTIAL,SELUXRM-8 2"x 8' APERTURE RECESSED LINEAR LUMINAIRE WITH EXTRUDED ALUMINUM HOUSING,FLUSH SATIN DISFUSER, WHITE FINISH, SUITABLE FOR MOUNTING IN HARD CEILING.DIMMABLE LED DRIVER 0-10V 5400 LUMENS, 4000K, 71.2 WUNV (120V - 277V) COOPER - NEO-RAY -DEFINE 2AXIS, DAY-O-LITE, FINELITE,FOCAL POINT, PRUDENTIAL,SELUXRN 6" APERTURE RECESSED LED DOWNLIGHT, DIE-CAST ALUMINUM HOUSING, LENSEDOPTIC, UNIVERAL MOUNTING BRACKETS, SPUN ALUMINUM SEMI-SPECULAR LOWERREFLECTOR WITH SELF-FLANGED TRIM, 50-DEGREE MEDIUM BEAM DISTRIBUTION, FULLGASKETING KIT FOR IP66 AND WET LOCATION RATING.DIMMABLE LED DRIVER 0-10V 1000 LUMENS, 3500K, 11W UNV (120V - 277V) COOPER - PORTFOLIO -LDB6GOTHAM, LIGHTOLIER,PRESCOLITERO 6" APERTURE RECESSED LED DOWNLIGHT, DIE-CAST ALUMINUM HOUSING, LENSEDOPTIC, UNIVERAL MOUNTING BRACKETS, SPUN ALUMINUM SEMI-SPECULAR LOWERREFLECTOR WITH SELF-FLANGED TRIM, 50-DEGREE MEDIUM BEAM DISTRIBUTION.DIMMABLE LED DRIVER 0-10V 2000 LUMENS, 3500 K, 21.2 W UNV (120V - 277V) COOPER - PORTFOLIO -LDB6GOTHAM, LIGHTOLIER,PRESCOLITERP 6" APERTURE RECESSED LED DOWNLIGHT, DIE-CAST ALUMINUM HOUSING, LENSEDOPTIC, UNIVERAL MOUNTING BRACKETS, SPUN ALUMINUM SEMI-SPECULAR LOWERREFLECTOR WITH SELF-FLANGED TRIM, 50-DEGREE MEDIUM BEAM DISTRIBUTION, BLACKFINISHDIMMABLE LED DRIVER 0-10V 1500 LUMENS, 3500 K, 15.5 W UNV (120V - 277V) COOPER - PORTFOLIO -LDB6GOTHAM, LIGHTOLIER,PRESCOLITESA 32"X4" UNDERCABINET WORK LIGHT, ALUMINUM HOUSING, INTEGRATED LED DRIVER ANDTOGGLE SWITCH, FROSTED LENS, WHITE FINISH, PROVIDE ALL REQUIRED JUMPERCABLES TO CONNECT ADJACENT FIXTURES.LED DRIVER 330 LUMENS/FT, 4000K, 120V COOPER - HALO - HU10 A/E APPROVED EQUIVALENTSB 3' SURFACE MOUNT LED LUMINAIRE, EXTERIOR RATED, EXTRUDED ADONIZED ALUMINUMHOUSING, CLEAR UV-PROTECTED POLYCARBONITE LENS, 60 X 30 DISTRIBUTION ANGLE.PROVIDE ALL REQUIRED JUMPER CABLES TO CONNECT LUMINAIRES..LED DRIVER 1974 LUMENS, 2700k, 45 W UNV (120V - 277V)COLOR KINETICS - iWGRAZE QLX POWERCORELUMENPULSE, A/EAPPROVED EQUIVALENTSC 4'x7" SURFACE MOUNT LED LUMINAIRE, DIE FORMED STEEL HOUSING, POLYCARBONATELENS, WHITE FINISH.DIMMABLE LED DRIVER 0-10V 4617 LUMENS, 4000K, 38 W UNV (120V - 277V) METALUX - LW WRAP COLUMBIA, LITHONIA,SIGNIFYSD 24"X4" UNDERCABINET WORK LIGHT, ALUMINUM HOUSING, INTEGRATED LED DRIVER ANDTOGGLE SWITCH, FROSTED LENS, WHITE FINISH, PROVIDE ALL REQUIRED JUMPERCABLES TO CONNECT ADJACENT FIXTURES.LED DRIVER 330 LUMENS/FT, 4000K, 120V COOPER - HALO - HU10 A/E APPROVED EQUIVALENTSE 2' SURFACE MOUNT LED LUMINAIRE, EXTERIOR RATED, EXTRUDED ADONIZED ALUMINUMHOUSING, CLEAR UV-PROTECTED POLYCARBONITE LENS, 60 X 30 DISTRIBUTION ANGLE.PROVIDE ALL REQUIRED JUMPER CABLES TO CONNECT LUMINAIRES..LED DRIVER 1316 LUMENS, 2700k, 30 W UNV (120V - 277V)COLOR KINETICS - iWGRAZE QLX POWERCORELUMENPULSE, A/EAPPROVED EQUIVALENTSF 3' UNDERCABINET MOUNTED LED LUMINARE, COLD ROLLED STEEL HOUSING, OPALACRYLIN LENS, INTEGRATED 120V ROCKER SWITCH, MATTE-WHITE ANTI-MICROBIALFINISH, IP63 RATED, GASKET LENS, PROVIDE ALL JUMPER CABLES TO CONNECTADJACENT LUMINANRIES.LED DRIVER 2602 LUMENS, 4000K, 25.16 W 120V COOPER - FAIL-SAFE - UCL A/E APPROVED EQUIVALENTSG 2' UNDERCABINET MOUNTED LED LUMINARE, COLD ROLLED STEEL HOUSING, OPALACRYLIN LENS, INTEGRATED 120V ROCKER SWITCH, MATTE-WHITE ANTI-MICROBIALFINISH, IP63 RATED, GASKET LENS, PROVIDE ALL JUMPER CABLES TO CONNECTADJACENT LUMINANRIES.LED DRIVER 1622 LUMENS, 4000K, 17.47 W 120V COOPER - FAIL-SAFE - UCL HEALTHCARE, HUBBELLHEALTHCARE, KENALLWA 4' WALL MOUNTED LED LUMINAIRE, DIE FORMED COLD ROLLED STEEL HOUSING,SMOOTHR OPAL ACRYLIC LENS, 180 DEGREE UP, FRONTAL, AND DOWNLIGHT, POSTPAINTED FINISH.LED DRIVER 4400 LUMEN, 4000K, 32 W UNV (120V - 277V) COOPER - METALUX -BCLEDCOLUMBIA, LITHONIA,SIGNIFYWB EXTERIOR WALL MOUNT LED LUMINAIRE, DIE CAST ALUMINUM HOUSING, TRAPIZOIDHOUSING, TYPE SL2 DISTRIBUTION PATTERN, POLYESTER POWDERCOAT FINISH,CUSTOM COLOR SELECTION BY ARCHITECT, INTEGRAL AFTER HOURS DIMMING TODECREASE OUTPUT TO 50% AND INCREASE TO 100% WHEN MOTION IS DETECTED.LED DRIVER SUITABLE FROM -30TO 40 DEG. C5062 LUMENS, 4000K, 43.9W UNV (120V - 277V) COOPER - McGRAW-EDISON- IMPACT ELITE ISTGARDCO, KIM, LITHONIAWC 5" x 11" WALL MOUNTED LED, DIE-CAST ALUMINUM HOUSING ANDCAGE, WET LOCATION LISTED, FROSTED BOROSILICATE GLASSLENS, BAKED-ON GRAY EPOXY FINISH.DIMMABLE LED DRIVER 0-10V 1589 LUMENS, 4010K, 18W UNV (120V - 277V) COOPER - METALUX -BCLEDCOLUMBIA, LITHONIA,SIGNIFYWD NOMINAL 4.25" O.D. x 15"H WALL MOUNTED EXTERIOR CYLINDER WITHPRECISION-MACHINED CORROSION RESISTANT ALUMINUM HOUSING, (2) REMOTEDRIVERS TO INDIVIDUALLY CONTROL UP AND DOWN LIGHT OF EACH FIXTURE, ROUNDWALL PLATE, UP/DOWN 15-DEGREE SPOT DISTRIBUTION, REGRESSED UPPER ANDLOWER LENS WITH WEEP HOLES, GASKETED HOUSING, TEMPERED GLASS LENS WITHHIGH TEMPERATURE O-RING TO PREVENT WATER INTRUSION, STAINLESS STEELHARDWARE, FINISH BY ARCHITECT.0-10V DIMMABLE REMOTE LEDDRIVER1549 LUMENS, 3500K, 20W EACH(UP & DOWN)UNV LUMIERE LIGHTING -LANTERRA 9004 SERIESB-K LIGHTING, SISTEMALUXWE 3' WALL MOUNTED LINEAR LED LUMINAIRE, EXTRUDED ALUMINUM HOUSING,DIRECT/INDIRECT DISTRIBUTION, LOW-GLARE SATIN FLUSH DIFFUSER FOR UP AND DOWNDIFFUSERS, POLYESTER POWDER COAT FINISH, WHITE.DIMMABLE LED DRIVER 0-10V 560 LUMENS/FT DOWN & 755LUMENS/FT UP, 4000K, 28.8 WUNV (120V - 277V) COOPER - NEO-RAY -DEFINE 3 WALL MOUNTDIRECT/INDIRECTAXIS, DAY-O-LITE, FINELITE,FOCAL POINT, PRUDENTIAL,SELUXWF 4' WALL MOUNT LED LUMINAIRE, ALUMINUM AND STEEL HOUSING, DIE CAST END CAPS,ACRYLIC SIDE LIT LED LUMINAIRE WITH SPECULAR DIFFUSE ASYMETRIC OPTIC PATTERN,46% UP AND 54% DOWN DISTRIBUTION, PROVIDE WITH LUMAWATT PRO INTERNAL WIREDOCCUPANCY SENSOR AND (1) REMOTE CONTROL FOR PROGRAMMING, SET INTEGRALCONTROLS TO DIM TO 50% OUTPUT WHEN NO OCCUPANCY IS DETECTED. WHITE FINISH.DIMMABLE LED DRIVER 0-10V 3000 LUMENS, 3500K, 23.1 WUNV (120V - 277V) COOPER - CORELITE -DIVIDE WALL MOUNTA/E APPROVED EQUIVALENTWG 4' WALL MOUNTED LED LUMINAIRE, EXTRUDED ALUMINUM HOUSING, HIGH IMPACTFROSTED POLYCARBONATE LENS, UP, DOWN, OR UP & DOWN DISTRIBUTIONS, 1 LAMPFOR UP DISTRIBUTION AND 1 LAMP FOR DOWN DISTRIBUTION PULL CHAIN LEFT SIDE,ANTIMICROBIAL FINISH ON ALL EXPOSED SURFACES, WHITE.DIMMABLE LED DRIVER 0-10V 3321 LUMENS UP, 3950 LUMENSDOWN, 4000K, 112.3WUNV (120V - 277V) COOPER - FAIL-SAFE -MPBL LEDNEWSTAR, FAIL-SAFEXA EDGE LIT LED EXIT SIGN, SPECIFICATION GRADE, STEEL HOUSING, MOUNTS ON CEILINGAND WALL, RECESSED HOUSING, RED LETTERING, CLEAR BACK, CHEVRONS INDICATEDON DRAWINGS, POLISHED ALUMINUM FINISH.LED DRIVER 3.8 WATTS 120V SURE-LITES - ES SERIES DUAL LITE, EXITRONIX,LITHONIAXB LED EXIT SIGN WITH UNIVERSIAL MOUNTING OPTIONS, RED LED LETTERS, INJECTIONMOLDED HIGH IMPACT POLYCARBONITE HOUSING, WHITE FINISH.LED DRIVER 1.12 W 120V SURE-LITES - LPX SERIES DUAL LITE, EXITRONIX,LITHONIANUMBER DATE ISSUED BY DESCRIPTION GENERAL NOTES:A.ALL DEVICES PROVIDE BY THE DIVISION 26 CONTRACTOR.B.ITEM NUMBER INDICATES EQUIPMENT NUMBER.C.ALL CONTROL DEVICES ARE TO BE SURFACE MOUNTED UNLESS OTHERWISE NOTED.D.PROVIDE OVERLOADS, SIZE AS REQUIRED BY DIVISION 25 CONTRACTOR.E."AU" INDICATES CONTROL DEVICE IS LOCATED AT UNIT.F."NF" INDICATES NON-FUSED.MOTOR STARTER/CONTROLLER NOTES:1.MOTOR RATED SWITCH2.MANUAL MOTOR STARTER3.MANUAL MOTOR STARTER WITH RELAY4.MAGNETIC STARTER5.COMBINATION MAGNETIC STARTER6.VARIABLE FREQUENCY DRIVE7.COMBINATION TWO SPEED MAGNETIC STARTER8.COMBINATION REDUCED VOLTAGE MAGNETIC STARTER9.DUPLEX CONTROLLER WITH ALTERNATION CIRCUIT10.PACKAGED CONTROL UNIT11.H-O-A SELECTOR SWITCH IN COVER12.PILOT LIGHT IN COVER13.REMOTE START-STOP PUSHBUTTONS14.FIRE ALARM FAN SHUTDOWN15.LINE-VOLTAGE THERMOSTATNOTES:1. DISCONNECT ON THIS ITEM IS INTEGRAL TO VARIABLE FREQUENCY DRIVE.2. PROVIDE FUSES IN DISCONNECT SWITCH PER ELEVATOR MANUFACTURER'S REQUIREMENTS.3. PROVIDE 120V AUXILIARY CONTACT ON DISCONNECT SWITCH AND (2)-#14, (1)-#14EG IN 1/2"C TO CONNECT TO BATTERY LOWERING DEVICE.4. MORE THAN 1 ITEM NUMBER TOGETHER IN A ROW INDICATES MULTIPLE EQUIPMENT ITEMS ON THE SAME CIRCUIT. PROVIDE ALL INDICATED CONNECTIONS AND ACCESSORIES FOR ALL EQUIPMENT ITEMS.5. PROVIDE OCPD CIRCUIT BREAKER WITH SHUNT TRIP ACCESSORY.IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-6022018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSCHEDULES -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102ELECTRIC EQUIPMENT AND CONTROL SCHEDULEITEM NO. ITEM NAME LOCATION HP LOAD (kVA)# OFPOLESVOLTAGE PANEL CIRCUIT #CIRCUITBREAKERWIRING FROM PANEL TO CONTROL UNITWIRING FROM CONTROL UNIT TOEQUIPMENTDISCONNECTSWITCHFUSE SIZEMOTOR STARTER/ CONTROLLERNOTESCONTROLLER LOCATION NEMA RATING NOTES1 AHU-01-S 2ND FLOOR MECH (2) 15 37.44 3 208 V LV-2A 1,3,5 125 A (3)-#6, (1)-#10EG IN 1"C (3)-#6, (1)-#10EG IN 1"C 60 A NF 6,14AU 1 12 AHU-01-R 2ND FLOOR MECH (2) 10 24.96 3 208 V LV-2A 2,4,6 50 A (3)-#6, (1)-#10EG IN 1"C (3)-#6, (1)-#10EG IN 1"C200 A NF 6,14AU 1 13 AHU-02-S 2ND FLOOR MECH (2) 15 37.44 3 208 V LV-2A 7,9,1160 A (3)-#6, (1)-#10EG IN 1"C (3)-#6, (1)-#10EG IN 1"C 60 A NF 6,14AU 1 14 AHU-02-R 2ND FLOOR MECH (2) 10 24.96 3 208 V LV-2A 8,10,12 50 A (3)-#6, (1)-#10EG IN 1"C (3)-#6, (1)-#10EG IN 1"C 60 A NF 6,14AU 1 15 AHU-03-S 3RD FLOOR MECH (2) 10 24.96 3 208 V LV-3A 1,3,5 50 A (3)-#6, (1)-#10EG IN 1"C (3)-#6, (1)-#10EG IN 1"C60 A NF 6,14AU 1 16 AHU-03-R 3RD FLOOR MECH (2) 7.5 19.615 3 208 V LV-3A 2,4,6 40 A (3)-#8, (1)-#10EG IN 3/4"C (3)-#8, (1)-#10EG IN 3/4"C 60 A NF 6,14AU 1 17 AHU-04-S 3RD FLOOR MECH 10 11.095 3 208 V EQ-P3 E10,12,1450 A (3)-#6, (1)-#10EG IN 1"C (3)-#6, (1)-#10EG IN 1"C 60 A NF 6,14AU 1 18 AHU-04-R 3RD FLOOR MECH 7.5 9.114 3 208 V EQ-P3 E21,23,2540 A (3)-#8, (1)-#10EG IN 3/4"C (3)-#8, (1)-#10EG IN 3/4"C 60 A NF 6,14AU 1 19 WWHP-01 1ST FLOOR MECH 52.957 3 208 V EQ-DP 8,10,12 200 A(3)-#2/0, (1)-#4EG IN 2"C (3)-#2/0, (1)-#4EG IN 2"C 200 A 200 6AU 1 110 WWHP-02 1ST FLOOR MECH 52.957 3 208 V MDP SECT. 2 15 200 A (3)-#2/0, (1)-#4EG IN 2"C (3)-#2/0, (1)-#4EG IN 2"C 200 A 200 6AU 1 111 WWHP-03 1ST FLOOR MECH 0 3 208 V MDP SECT. 2 16 200 A (3)-#2/0, (1)-#4EG IN 2"C (3)-#2/0, (1)-#4EG IN 2"C 200 A 200 6AU 1 112 H-01 3RD FLOOR MECH 16 3 208 V LV-3A 21,23,25 50 A (3)-#6, (1)-#10EG IN 1"C (3)-#6, (1)-#10EG IN 1"C 60 A NF 10AU 113 B-01 1ST FLOOR MECH 30 3 208 V EQ-DP 14,16,18 125 A (3)-#1, (1)-#6EG IN 1-1/2"C (3)-#1, (1)-#6EG IN 1-1/2"C 200 A NF 10AU 114 B-02 1ST FLOOR MECH 120 3 208 V MDP SECT. 2 20 500 A (6)-#250 KCMIL, (2)-#1/0 IN (2) 2-1/2"C (6)-#250 KCMIL, (2)-#1/0 IN (2) 2-1/2"C 600 A NF 10AU 115 ELEVATOR 1 3RD FLOOR ELEV 1 15.851 3 208 V EQ-P3 E1,3,570 A (3)-#4, (1)-#8EG IN 1-1/4"C (3)-#4, (1)-#8EG IN 1-1/4"C 100 A 70 A 10AU 1 2,3,516 ELEVATOR 2 3RD FLOOR ELEV 2 15.851 3 208 V EQ-P3 E2,4,670 A (3)-#4, (1)-#8EG IN 1-1/4"C (3)-#4, (1)-#8EG IN 1-1/4"C 100 A 70 A 10AU 1 2,3,517 ELEVATOR 3 3RD FLOOR ELEV 3 15.851 3 208 V EQ-P3 E9,11,13 70 A (3)-#4, (1)-#8EG IN 1-1/4"C (3)-#4, (1)-#8EG IN 1-1/4"C 100 A 70 A 10AU 1 2,3,518A P-01A 1ST FLOOR MECH 20 21.399 3 208 V EQ-P1 E27,29,31 80 A (3)-#2, (1)-#8EG IN 1-1/2"C (3)-#2, (1)-#8EG IN 1-1/2"C 100 A NF 6AU 1 118B P-01B 1ST FLOOR MECH 20 0 3 208 V EQ-P1 E12,14,16 80 A (3)-#2, (1)-#8EG IN 1-1/2"C (3)-#2, (1)-#8EG IN 1-1/2"C 100 A NF 6AU 1 119A P-02A 1ST FLOOR MECH 15 16.643 3 208 V EQ-P1 E24,26,28 60 A (3)-#6, (1)-#10EG IN 1"C (3)-#6, (1)-#10EG IN 1"C60 A NF 6AU 1 119B P-02B 1ST FLOOR MECH 15 0 3 208 V EQ-P1 E15,17,19 60 A (3)-#6, (1)-#10EG IN 1"C (3)-#6, (1)-#10EG IN 1"C 60 A --- 6AU 1 120 & 21 P-03A & P-03B 1ST FLOOR MECH 10 11.0959 3 208 V LV-1A 38,40,42 80 A (3)-#2, (1)-#8EG IN 1-1/2"C (3)-#6, (1)-#10EG IN 1"C 60 A NF 6AU 1 122 & 23 P-04A & P-04B 1ST FLOOR MECH 7.5 8.718 3 208 V EQ-P1 E18,20,22 60 A (3)-#6, (1)-#10EG IN 1"C (3)-#8, (1)-#10EG IN 3/4"C 60 A 40 AAU 1 124A & 24B P-05A & P-05B 1ST FLOOR MECH 10 11.09588 3 208 V LV-1A 35,37,39 80 A (3)-#2, (1)-#8EG IN 1-1/2"C (3)-#8, (1)-#10EG IN 3/4"C 60 A 40 A 6AU 1 1,425A & 25B P-06A & P-06B 1ST FLOOR MECH 7.5 8.718 3 208 V EQ-P1 E21,23,25 60 A (3)-#6, (1)-#10EG IN 1"C (3)-#8, (1)-#10EG IN 3/4"C 60 A 40 A 6AU 1 126 P-07 1ST FLOOR MECH 1.176 1 120 V EQ-P1 E11 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C --- --- 3,11,12AU 127 P-08 2ND FLOOR MECH 1.176 1 120 V EQ-P2 E5 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C --- ---3,11,12AU 128 P-09 2ND FLOOR MECH 1.176 1 120 V EQ-P2 E6 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C --- ---3,11,12AU 129 P-10 2ND FLOOR MECH 0.5 1 120 V EQ-P3 E19 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C --- --- 3,11,12AU 130 P-11 3RD FLOOR MECH 0.5 1 120 V EQ-P3 E16 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C --- --- 3,11,12AU 131 P-12 1ST FLOOR MECH 0.3 1 120 V EQ-P1 E4 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C --- --- 3,11,12AU 132, 33 CUH-01, CUH-02 SEE PLANS 1/15 0.36 1 120 V EQ-P1 E7 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C PKGD --- 10--- --- 434 CUH-03 STAIR-1 1902-1 1/15 0.12 1 120 V EQ-P1 E3 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C PKGD --- 10--- ---37 FCU-01 1ST FLOOR DATA 0.728 2 208 V LV-1C 21,23 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C PKGD PKGD 10AU38 FCU-02 2ND FLOOR DATA 0.728 2 208 V LV-2C 30,32 20 A (2)-#10, (1)-#10EG IN 3/4"C (2)-#10, (1)-#10EG IN 3/4"C PKGD PKGD 10AU39 FCU-03 3RD FLOOR DATA 0.728 2 208 V LV-3C 29,31 20 A (2)-#10, (1)-#10EG IN 3/4"C (2)-#10, (1)-#10EG IN 3/4"C PKGD PKGD 10AU 140 MEDICAL VACUUM 3RD FLOOR MECH 0.5 3 208 V CB-P3 C29,31,33 20 A (3)-#10, (1)-#10EG IN 3/4"C (3)-#10, (1)-#10EG IN 3/4"C PKGD NF 10--- ---41 P-13 1ST FLOOR MECH 1 1.657 3 208 V LV-1A 43,45,47 20 A (3)-#12, (1)-#12EG IN 3/4"C (3)-#12, (1)-#12EG IN 3/4"C 30 A NF 5,11,12AU 142 DRP-A 1ST FLOOR MECH 0.11 1 120 V EQ-P1 E1 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C --- ---3,11,12AU 143,44 UH-01 & UH-04 SEE PLANS 1/20 0.4 1 120 V EQ-P1 E6 20 A(2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C ---1AU 1 445 UH-02 2ND FLOOR MECH 1/20 0.5 1 120 V EQ-P2 E7 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C ------ 1AU 146 UH-03 3RD FLOOR MECH 1/20 0.5 1 120 V EQ-P3 E17 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C --- --- 1AU 147 EF-01 1ST FLOOR MECH .5 1.123 2 208 V LV-1A 24,26 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"CPKGD --- 3,11,12 1ST FLOOR MECH 148 EF-02 ROOF 2 2.745 2 208 V LV-2B 29,31 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C PKGD NF 5,11,12,14JAN 3606 149 EF-03 1ST FLOOR MECH .25 0.666 2 208 V LV-1A 17,19 20 A (2)-#12, (1)-#12EG IN 3/4"C (2)-#12, (1)-#12EG IN 3/4"C PKGD NF 3,11,12 1ST FLOOR MECH 1NUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-6032018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSCHEDULES -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102DESIGN MAKE: SQUARE D QED 2THIS SECTION SHALL CONTAIN ONLY THE DISCONNECT FOR MDP SECTION 1.PROVIDE SERVICE ENTRANCE RATED UNITNotes:X-Ray108750 VA 93.56% 101750 VAReceptacle203560 VA 52.46% 106780 VAPower224050 VA 80.00% 179240 VATotal Est. Demand Current:2052 AOther0 VA 0.00% 0 VATotal Conn. Current:2674 AMotor319886 VA 80.00% 255909 VATotal Est. Demand:739.3 kVALighting41468 VA 100.00% 41468 VATotal Conn. Load:963.3 kVAHVAC108098 VA 80.00% 86478 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:2674 ATotal Conn. Load:963.3 kVA4321 MDP SECT. 23 2000 A 2000 A 963.3CKT Circuit Description # of Poles Frame Size Trip Rating Load RemarksNotes:Enclosure:TYPE 1MCB Rating:2000 AMounting:FLOORWires:4Mains Rating:2000 ASupply From:Utility TransformerPhases:3Mains Type:MCBLocation:MECHANICAL ROOM 1101Volts:120/208 WyeA.I.C. Rating:Switchboard: MDP SECT. 1-DESIGN MAKE: SQUARE D QED 2-"Bussed Space" IS EQUIVALENT TO 34.5" OF BUSSED MOUNTING SPACE ON SWITCHBOARD.-PROVIDE SERVICE ENTRANCE RATED UNITNotes:X-Ray108750 VA 93.56% 101750 VAReceptacle203560 VA 52.46% 106780 VAPower224050 VA 80.00% 179240 VATotal Est. Demand Current:2052 AOther0 VA 0.00% 0 VATotal Conn. Current:2674 AMotor319886 VA 80.00% 255909 VATotal Est. Demand:739253 VALighting41468 VA 100.00% 41468 VATotal Conn. Load:963320 VAHVAC108098 VA 80.00% 86478 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:2674 ATotal Conn. Load:963320 VA27 Bussed Space-- -- -- 0 VA --26 Bussed Space-- -- -- 0 VA --25 Bussed Space-- -- -- 0 VA --24 Bussed Space-- -- -- 0 VA --23 Bussed Space-- -- -- 0 VA --22 Bussed Space-- -- -- 0 VA --21 Bussed Space-- -- -- 0 VA --20 B-013 600 A 500 A 120000 VA19 X-RAY 14133 100 A 100 A 50000 VA18 X-RAY 14113 100 A 100 A 50000 VA17 ATS-EQ3 600 A 600 A 218110 VA PROVIDED 100% RATED BREAKER16 WWHP-033 225 A 200 A 0 VA15 WWHP-023 225 A 200 A 52957 VA14 LV-3C3 225 A 125 A 36339 VA13 LV-3B3 225 A 225 A 21810 VA12 LV-3A3 225 A 175 A 67293 VA11 LV-2D3 225 A 125 A 20906 VA10 LV-2C3 225 A 150 A 29956 VA9 LV-2B3 225 A 125 A 31716 VA8 LV-2A3 225 A 225 A 131539 VA7 LV-1D3 225 A 150 A 32267 VA6 LV-1C3 225 A 150 A 29409 VA5 LV-1B3 225 A 125 A 23146 VA4 LV-1A3 225 A 225 A 53156 VA3 SPD3 100 A 60 A 500 VA2 ATS-CB3 225 A 225 A 15560 VA1 ATS-LS3 100 A 100 A 8753 VACKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks2000A/3P MCB ASSOCIATED WITH THIS UNIT CONTAINED IN MDP SECTION 1Notes:Enclosure:TYPE 1MCB Rating:2000 AMounting:FLOORWires:4Mains Rating:2000 ASupply From:MDP SECT. 1Phases:3Mains Type:MCBLocation:MECHANICAL ROOM 1101Volts:120/208 WyeA.I.C. Rating:65 KSwitchboard: MDP SECT. 2DESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:52 ATotal Conn. Current:64 AReceptacle17870 VA 77.98% 13935 VATotal Est. Demand:18.6 kVAPower3280 VA 80.00% 2624 VATotal Conn. Load:23.1 kVALighting2197 VA 100.00% 2197 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:62 A 56 A 77 ATotal Load:7.4 kVA 6.7 kVA 9.1 kVA41 Bussed Space -- --0.0 0.0 -- -- Bussed Space 4239 Bussed Space -- -- 0.0 0.0 -- -- Bussed Space 4037 Bussed Space -- -- 0.0 0.0-- -- Bussed Space 3835 Spare20 A 10.0 0.0 1 20 A Spare3633 Spare20 A 1 0.0 0.0 1 20 A Spare3431 Spare20 A 1 0.0 0.01 20 A Spare3229 Spare20 A 10.0 0.0 1 20 A Spare3027 LIGHTS RMS 1301-1306 20 A 1 0.7 0.2 1 20 A Lighting PATIENT CORRIDOR 1300 2825 Receptacle CORRIDOR 1007 20 A 1 1.0 1.01 20 A Power2623 LIGHTING RMS 1200-1204 20 A 11.3 1.0 1 20 A Receptacle CORRIDOR 1007 2421 Receptacle Room 1004, 1005, WTR COOLER 20 A 1 0.9 0.51 20 A Receptacle Room 1007, 1300 2219 Receptacle Room 1904, 1905, WTR COOLER 20 A 1 0.7 0.51 20 A Receptacle Room 1918, 1204 2017 COLLAB. ZONE 1203 20 A 11.1 1.1 1 20 A Receptacle Room 1202, 1203, 1201 1815 Receptacle Room 1201, 1202, 1203 20 A 1 1.1 1.1 1 20 A Receptacle LARGE EXAM 1301 1613 Receptacle EXAM 1302 20 A 1 1.1 1.11 20 A Receptacle EXAM 1303 1411 Receptacle EXAM 1305 20 A 11.1 1.3 1 20 A Receptacle EXAM 1306 129 COFFEE 1917 FRIDGE 20 A 1 1.0 1.0 1 20 A COFFEE 1917 FRIDGE 107 Receptacle COFFEE 1917 20 A 1 0.2 0.21 20 A Receptacle COFFEE 1917 85 MD WORK 1204 20 A 11.1 1.3 1 20 A Room 1200, 1201 63 ELEVATOR 3 PIT LIGHT 20 A 1 0.0 0.2 1 20 A ELEVATOR 3 PIT SUMP PUMP... 41 Power RECEIVING 1901 20 A 1 1.7 0.21 20 A ELEVATOR 3 PIT RECEPTACLE 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1Feed Through Lugs:NoMCB Rating:N/AMounting:SurfaceWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:MECHANICAL ROOM 1101Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LV-1BDESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:126 AReceptacle8820 VA 100.00% 8820 VATotal Conn. Current:148 APower16837 VA 80.00% 13470 VATotal Est. Demand:45.4 kVAMotor23981 VA 80.00% 19185 VATotal Conn. Load:53.2 kVALighting5788 VA 100.00% 5788 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:150 A 160 A 137 ATotal Load:17.8 kVA 19.0 kVA 16.4 kVA53 Bussed Space -- --0.0 0.0 -- -- Bussed Space 5451 Bussed Space -- -- 0.0 0.0 -- -- Bussed Space 5249 Bussed Space -- -- 0.0 0.0-- -- Bussed Space 50470.6 0.0 1 20 A Spare48450.6 0.5 1 20 A GENERATOR BLOCK HEATER 4643P-1320 A 30.6 0.51 20 A GENERATOR BATTERY CHARGER 4441 EXTERIOR BUILDING GUTHRIE SIGNS 20 A 10.4 3.742393.7 3.740373.7 3.73 80 A P-03A & P-03B.3835P-05A & P-05B 80 A 33.7 1.1 1 20 A Receptacle EXAM 1107 3633 Receptacle Room 1007, 1006 20 A 1 1.1 0.2 1 20 A LV LANDSCAPE LIGHTS 3431 Receptacle EXAM 1108 20 A 1 1.1 1.11 20 A Receptacle EXAM 1104 3229 LC1 - CANOPY LIGHTING 20 A 10.5 0.2 1 20 A Receptacle MED GAS 1102 30270.3 0.2 1 20 A LC1 - EXTERIOR EGRESS LIGHTS 2825LC2 - W. PARKING LIGHTS 20 A 20.3 0.626230.3 0.62 20 A EF-012421LC2 - S. PARKING LIGHTS 20 A 20.3 0.0 1 20 A Spare22190.3 0.21 20 A LC1 - EXTERIOR FACADE LIGHTING 2017EF-0320 A 20.3 3.318153.3 3.32 40 A EV CHARGER 21613EV CHARGER 1 40 A 23.3 0.21 20 A Receptacle1411 Receptacle RECEIVING 1901 20 A 10.7 1.0 1 20 A Lighting129 Receptacle LARGE EXAM 1103 20 A 1 1.1 1.1 1 20 A Receptacle EXAM 1105 107 Lighting Room 1900, 1917 20 A 1 0.9 0.91 20 A Lighting Room 2600, 2609 85 Receptacle MECHANICAL ROOM 1101 20 A 10.4 0.5 1 20 A Lighting MECH RM 1101 63 Lighting Room 1005, 1003, 1006, 1008, 1004 20 A 1 0.50.2 1 20 A Receptacle MECHANICAL ROOM 1101 41 Lighting ROOMS 1100 - 1108 20 A 1 0.7 0.71 20 A Receptacle Room 1106, 1100 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:FLUSHWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:MECHANICAL ROOM 1101Volts:120/208 WyeA.I.C. Rating:25KBranch Panel: LV-1ANUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-6042018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSCHEDULES -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102DESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:74 AReceptacle14320 VA 84.92% 12160 VATotal Conn. Current:82 APower2000 VA 80.00% 1600 VATotal Est. Demand:26.7 kVALighting3906 VA 100.00% 3906 VATotal Conn. Load:29.4 kVAHVAC728 VA 80.00% 582 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:78 A 87 A 80 ATotal Load:9.4 kVA 10.4 kVA 9.6 kVA41 Bussed Space -- --0.0 0.0 -- -- Bussed Space 4239 Bussed Space -- -- 0.0 0.0 -- -- Bussed Space 4037 Bussed Space -- -- 0.0 0.0-- -- Bussed Space 3835 Spare20 A 10.0 0.0 1 20 A Spare3633 Spare20 A 1 0.0 0.0 1 20 A Spare3431 Spare20 A 1 0.0 0.01 20 A Spare3229 Receptacle MAMMOGRAPHY 1407 20 A 10.5 4.43027 Lighting Room 1907, 1908, 1909, 1906 20 A 1 0.6 4.42 40 A MAMMOGRAPHY UNIT2825 Lighting Room 1503, 1502, 1501, 1505, 150... 20 A 11.5 1.41 20 A WORK 1401 PRINTER 26230.4 0.4 1 20 A Lighting PATIENT CORRIDOR 1500 2421Power DATA 1915 20 A 20.4 0.7 1 20 A Lighting MAMMOGROPHY & ADMIN 22190.51 20 A Power2017 Receptacle X-RAY 1411 20 A 10.9 0.5 1 20 A ACCESS CONTROL PANEL 1815 Lighting X-RAY ROOMS 20 A 1 0.8 0.9 1 20 A Receptacle X-RAY 1413 1613 Receptacle Room 1408, 1404 20 A 1 1.1 1.41 20 A Receptacle Room 1409, 1412 1411 Receptacle20 A 10.2 0.2 1 20 A Receptacle MAMMOGRAPHY 1407 129 Receptacle RECEPTION 1400 20 A 1 1.1 0.2 1 20 A Receptacle107 Receptacle Room 1402, 1403, 1400 20 A 1 1.3 0.71 20 A Receptacle ULTRASOUND 1405 85 LOUNGE 1906 VENDING MACHINE 20 A 11.0 1.3 1 20 A Receptacle LOUNGE 1906 63 DATA 1915 RCPT 20 A 1 0.5 1.1 1 20 A Receptacle DATA 191541 Receptacle STERILIZATION 2618 20 A 1 1.1 0.51 20 A DATA 1915 RCPT 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:ELEC. 1916Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LV-1CDESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:63 ATotal Conn. Current:90 AReceptacle27770 VA 68.01% 18885 VATotal Est. Demand:22.8 kVAPower3000 VA 80.00% 2400 VATotal Conn. Load:32.3 kVALighting1563 VA 100.00% 1563 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:95 A 95 A 83 ATotal Load:11.2 kVA 11.2 kVA 9.9 kVA53 Bussed Space -- --0.0 0.0 -- -- Bussed Space 5451 Bussed Space -- -- 0.0 0.0 -- -- Bussed Space 5249 Spare20 A 1 0.0 0.0-- -- Bussed Space 5047 Spare20 A 10.0 0.0 1 20 A Spare4845 Spare20 A 1 0.0 0.0 1 20 A Spare4643 Spare20 A 1 0.0 0.01 20 A Spare4441 Spare20 A 10.0 0.04239 Lighting Room 1703, 1704, 1705, 1702, 1701 20 A 1 0.8 1.02 20 A PT GYM 1701 TM FLOOR BOX4037 VAV EAST20 A 1 0.5 0.71 20 A Lighting Room 1914, 1708, 1707, 1709, 191... 3835 Receptacle TREATMENT 1704 20 A 10.7 0.03633 Receptacle Room 1701, 1008, 1007 20 A 1 0.7 1.02 20 A Power PT GYM 17013431 PT GYM 1701 TREADMILL 20 A 1 1.5 0.91 20 A Receptacle Room 1702, 1708 3229 PT GYM 1701 BIKE 20 A 10.5 0.7 1 20 A Receptacle PATIENT CORRIDOR 1702 3027 Receptacle Room 1707, 1709 20 A 1 0.9 0.2 1 20 A Receptacle JAN. 1913 2825 WORK 1706 ICE MACHINE 20 A 1 1.4 0.21 20 A LACTATION 1911 FRIDGE 2623 Receptacle SUPPORT SERVICES 1912 20 A 10.7 1.1 1 20 A Receptacle Room 1907, 1908, 1909 2421 Receptacle Room 1911, 1910, 1900 20 A 1 0.9 0.9 1 20 A Receptacle Room 1605, 1604, 1603 2219 Receptacle Room 1702, 1914 20 A 1 1.1 1.11 20 A Receptacle Room 1602, 1603, 1600 2017 Receptacle Room 1602, 1603 20 A 11.1 1.1 1 20 A Receptacle Room 1601, 1606 1815 Receptacle COLLAB. ZONE 1600 20 A 1 1.3 1.0 1 20 A CORRIDOR 1007 KIOSK 1613 Receptacle Room 1009, 1007 20 A 1 0.5 0.71 20 A Receptacle Room 1700, 1701 1411 CORRIDOR 1007 KIOSK 20 A 11.5 1.1 1 20 A Receptacle EXAM 1501 129 Receptacle TREATMENT 1703 20 A 1 0.9 1.3 1 20 A Receptacle EXAM 1503 107 Receptacle EXAM 1502 20 A 1 1.3 1.11 20 A Receptacle EXAM / PROCEDURE 1506 85 Receptacle EXAM 1505 20 A 11.3 0.2 1 20 A ELEVATOR 2 PIT SUMP PUMP... 63 ELEVATOR 2 PIT RECEPTACLE 20 A 1 0.2 0.2 1 20 A ELEVATOR 1 PIT SUMP PUMP... 41 ELEVATOR 1 PIT RECEPTACLE 20 A 1 0.2 0.01 20 A ELEVATOR 1 & 2 PIT LIGHT 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMMCB Rating:1 AMounting:SURFACEWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:ELEC. 1916Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LV-1DDESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:296 ATotal Conn. Current:365 AReceptacle5580 VA 100.00% 5580 VATotal Est. Demand:106.6 kVAMotor124800 VA 80.00% 99840 VATotal Conn. Load:131.5 kVALighting2355 VA 100.00% 2355 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:371 A 371 A 358 ATotal Load:44.3 kVA 44.3 kVA 42.9 kVA41 Bussed Space -- --0.0 0.0 -- -- Bussed Space 4239 Bussed Space -- -- 0.0 0.0 -- -- Bussed Space 4037 Bussed Space -- -- 0.0 0.0-- -- Bussed Space 3835 Bussed Space -- --0.0 0.0 -- -- Bussed Space 3633 Spare20 A 1 0.0 0.0 1 20 A Spare3431 Spare20 A 1 0.0 0.01 20 A Spare3229 Spare20 A 10.0 0.0 1 20 A Spare3027 Spare20 A 1 0.0 0.0 1 20 A Spare2825 Spare20 A 1 0.0 0.01 20 A Spare2623 Spare20 A 10.0 0.0 1 20 A Spare2421 Lighting20 A 1 0.6 0.5 1 20 A Lighting Room 2006, 2009, 2008 2219 Lighting Room 2007 20 A 1 0.6 0.51 20 A Lighting Room 2110, 2109, 2108, 2107, 2111 2017 Receptacle OCT DIAG. EXAM 2107 20 A 10.7 0.9 1 20 A Receptacle VF DIAG. EXAM 2106 1815 Receptacle EYE EXAM 2109 20 A 1 1.1 0.9 1 20 A Receptacle PHOTO. DIAG. EXAM 2108 1613 Receptacle Room 2600, 2111 20 A 1 1.1 0.91 20 A Receptacle EYE EXAM 2110 141112.5 8.312912.5 8.3107AHU-01-S60 A 312.5 8.33 50 A AHU-01-R8512.5 8.36312.5 8.341AHU-02-S125 A 312.5 8.33 50 A AHU-02-R2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:MECHANICAL ROOM 2007Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LV-2ADESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:70 AReceptacle18500 VA 77.03% 14250 VATotal Conn. Current:88 APower8200 VA 80.00% 6560 VATotal Est. Demand:25.4 kVAMotor2745 VA 80.00% 2196 VATotal Conn. Load:31.7 kVALighting2861 VA 100.00% 2861 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:91 A 93 A 83 ATotal Load:10.8 kVA 11.0 kVA 10.0 kVA41 Bussed Space -- --0.0 0.0 -- -- Bussed Space 4239 Bussed Space -- -- 0.0 0.0 -- -- Bussed Space 4037 Bussed Space -- -- 0.0 0.0-- -- Bussed Space 3835 OPTICIAN 2102 DRAWER RCPT 20 A 11.8 0.0 1 20 A Spare3633 OPTICIAN 2102 DRAWER RCPT 20 A 1 1.8 0.0 1 20 A Spare34311.4 0.01 20 A Spare3229EF-0220 A 21.4 0.0 1 20 A Spare3027 Lighting Room 2117, 2113, 2120, 2114, 211... 20 A 11.2 0.9 1 20 A Lighting Room 2130, 2127, 2126, 2122, 212... 2825 Power20 A 1 1.0 0.71 20 A Lighting Room 2102, 2128, 2129, 2100, 2101 2623 LASER DIAG. EXAM 2126 LASER 20 A 10.2 0.4 1 20 A Receptacle Room 2603, 2600 2421 Receptacle EYE EXAM 2125 20 A 1 0.9 0.7 1 20 A Receptacle LASER DIAG. EXAM 2126 2219 Receptacle EYE EXAM 2123 20 A 1 0.9 0.91 20 A Receptacle EYE EXAM 2124 2017 Receptacle STAFF COLLAB. 2114 20 A 10.9 0.9 1 20 A Receptacle EYE EXAM 2122 1815 STORAGE 2121 FRIDGE 20 A 1 0.5 0.9 1 20 A Receptacle STAFF COLLAB. 2114 1613 Receptacle Room 2130, 2120 20 A 1 1.1 0.51 20 A Receptacle Room 2112, 2121 1411 Receptacle Room 2119, 2115, 2116, 2118 20 A 10.9 1.1 1 20 A Receptacle Room 2117, 2113 129 Receptacle STAFF COLLAB. 2114 20 A 1 1.1 0.7 1 20 A Receptacle Room 2104, 2103, 2105, 2117 107 OPTICIAN 2102 DRAWER RCPT 20 A 1 1.8 0.91 20 A Receptacle CATARACT DIAG. EXAM 2127 85 Receptacle OPTICIAN 2102 20 A 10.9 1.8 1 20 A OPTICIAN 2102 DRAWER RCPT 63 Receptacle OPTICAL 2100 20 A 1 1.4 0.9 1 20 A Receptacle Room 2101, 2102, 2100 41 Receptacle Room 2006, 2000 20 A 1 1.1 0.71 20 A Receptacle Room 2005, 2003, 2004 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:MECHANICAL ROOM 2007Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LV-2BNUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-6052018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSCHEDULES -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102DESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:62 AReceptacle23940 VA 70.89% 16970 VATotal Conn. Current:83 APower3000 VA 80.00% 2400 VATotal Est. Demand:22.3 kVALighting2535 VA 100.00% 2535 VATotal Conn. Load:30.0 kVAHVAC728 VA 80.00% 582 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:87 A 90 A 76 ATotal Load:10.2 kVA 10.7 kVA 9.1 kVA41 Spare20 A 10.0 0.0 1 20 A Spare4239 Spare20 A 1 0.0 0.0 1 20 A Spare4037 Spare20 A 1 0.0 0.01 20 A Spare3835 Spare20 A 10.0 0.0 1 20 A Spare3633 Lighting Room 2300, 2312, 2311, 2310, 230... 20 A 11.1 0.0 1 20 A Spare3431 Lighting Room 2201, 2302, 2303, 2304, 230... 20 A 11.5 0.43229 Receptacle MD LOUNGE 2605 20 A 10.2 0.42 20 A Power DATA 26103027 MD LOUNGE 2605 FRIDGE 20 A 1 1.4 0.2 1 20 A MD LOUNGE 2605 FRIDGE 2825 Receptacle STAFF LOUNGE 2604 20 A 1 1.1 0.91 20 A Receptacle MD LOUNGE 2605 2623 Receptacle LARGE EXAM 2312 20 A 11.1 1.4 1 20 A STAFF LOUNGE 2604 FRIDGE 2421 Receptacle EXAM 2310 20 A 1 1.1 1.1 1 20 A Receptacle EXAM 2311 2219 Receptacle EXAM/ PROCEDURE 2307 20 A 1 1.1 1.11 20 A Receptacle EXAM 2308 2017 Receptacle LARGE EXAM 2301 20 A 11.1 0.9 1 20 A Receptacle Room 2000, 2009 1815 Receptacle EXAM 2303 20 A 1 1.1 1.1 1 20 A Receptacle EXAM 2302 1613 Receptacle EXAM 2305 20 A 1 1.1 0.91 20 A Receptacle Room 2304, 2300, 2309 1411 Receptacle Room 2205, 2203 20 A 11.4 1.1 1 20 A Receptacle Room 2306, 2206, 2205 129 Receptacle Room 2201, 2200, 2202 20 A 1 0.9 1.1 1 20 A Receptacle Room 2202, 2203, 2200 107 DATA 3611 RACK RCPT 20 A 1 0.5 0.91 20 A Receptacle DATA 3611 85 Receptacle Room 2128, 2129, 2130 20 A 11.1 0.5 1 20 A DATA 3611 RACK RCPT 63 Receptacle DATA 2610 20 A 1 0.7 1.0 1 20 A AUDIOLOGY 2306 Testin Partition 41 DATA 2610 RCPT 20 A 1 0.5 0.51 20 A Power DATA 2610 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:ELEC. 2611Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LV-2CDESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:48 ATotal Conn. Current:58 AReceptacle16440 VA 80.41% 13220 VATotal Est. Demand:17.3 kVAPower2080 VA 80.00% 1664 VATotal Conn. Load:20.9 kVALighting2496 VA 100.00% 2496 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:69 A 77 A 37 ATotal Load:7.7 kVA 8.7 kVA 4.4 kVA41 Bussed Space -- --0.0 0.0 -- -- Bussed Space 4239 Bussed Space -- -- 0.0 0.0 -- -- Bussed Space 4037 Bussed Space -- -- 0.0 0.0-- -- Bussed Space 3835 Bussed Space -- --0.0 0.0 -- -- Bussed Space 3633 Spare20 A 1 0.0 0.0 1 20 A Spare3431 Spare20 A 1 0.0 0.01 20 A Spare3229 Spare20 A 10.0 0.0 1 20 A Spare3027 Spare20 A 1 0.0 0.0 1 20 A Spare2825 Spare20 A 1 0.0 0.01 20 A Spare2623 Lighting Room 2506, 2505, 2504, 2503, 250... 20 A 11.1 0.0 1 20 A Spare2421 Power20 A 1 1.0 1.4 1 20 A Lighting Room 2404, 2405, 2403, 2400, 240... 2219 Receptacle Room 2606, 2607, 2600 20 A 1 0.9 0.91 20 A Receptacle COLLAB. ZONE 2400 2017 Receptacle Room 2500, 2504 20 A 10.7 0.2 1 20 A Receptacle STERILIZATION 2618 1815 Receptacle Room 2000, 2008 20 A 1 1.1 1.1 1 20 A Receptacle Room 2404, 2405 1613 Receptacle Room 2403, 2400, 2404 20 A 1 1.3 1.11 20 A Receptacle Room 2403, 2404, 2400 1411 Receptacle COFFEE 2609 20 A 10.2 0.2 1 20 A Receptacle COFFEE 2609 129 COFFEE 2609 FRIDGE 20 A 1 1.0 1.0 1 20 A Receptacle COFFEE 2609 107 Receptacle EXAM/ PROCEDURE 2506 20 A 1 1.3 1.11 20 A Power MD WORK 2405 85 Receptacle EXAM 2503 20 A 11.1 1.1 1 20 A Receptacle EXAM 2505 63 Receptacle LARGE EXAM 2501 20 A 1 1.1 1.1 1 20 A Receptacle EXAM 2502 41 Receptacle CONSULT 2401 20 A 1 0.7 0.51 20 A Receptacle Room 2400, 2402 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:ELEC. 2611Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LV-2DDESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:154 AReceptacle5580 VA 100.00% 5580 VATotal Conn. Current:187 APower16500 VA 80.00% 13200 VATotal Est. Demand:55.6 kVAMotor44575 VA 80.00% 35660 VATotal Conn. Load:67.3 kVALighting3690 VA 100.00% 3690 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:201 A 177 A 185 ATotal Load:24.0 kVA 21.2 kVA 22.1 kVA41 Bussed Space -- --0.0 0.0 -- -- Bussed Space 4239 Bussed Space -- -- 0.0 0.0 -- -- Bussed Space 4037 Bussed Space -- -- 0.0 0.0-- -- Bussed Space 3835 Bussed Space -- --0.0 0.0 -- -- Bussed Space 3633 Bussed Space -- -- 0.0 0.0 -- -- Bussed Space 3431 Bussed Space -- -- 0.0 0.0-- -- Bussed Space 3229 Spare20 A 10.0 0.0 1 20 A Spare3027 Spare20 A 1 0.0 0.0 1 20 A Spare28255.3 0.01 20 A Spare26235.3 0.0 1 20 A Spare2421HUMIDIFIER H-01 50 A 35.3 0.0 1 20 A Spare2219 Lighting20 A 1 0.5 0.51 20 A 3RD FLOOR VAV PWR W. 2017 Lighting Room 3600, 3610 20 A 11.3 0.1 1 20 A Lighting Room 3604, 3603 1815 Lighting Room 3006 20 A 1 0.5 0.5 1 20 A Lighting Room 3105, 3101, 3103, 3104 1613 Receptacle Room 3000, 3006 20 A 1 1.1 0.71 20 A Lighting1411 Receptacle CORRIDOR 3600 20 A 10.4 1.1 1 20 A Receptacle Room 3002, 3004, 3003, 3005 129 Receptacle VEST. 3105 20 A 1 0.4 0.5 1 20 A Receptacle Room 3603, 3604, 3600 107 Receptacle CONFERENCE 3102 20 A 1 1.1 1.11 20 A Receptacle CONFERENCE 3102 858.3 6.5638.3 6.541AHU-03-S50 A 38.3 6.53 40 A AHU-03-R2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:MECH ROOM 3100Volts:120/208 WyeA.I.C. Rating:10kBranch Panel: LV-3ADESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:47 ATotal Conn. Current:61 ATotal Est. Demand:16.8 kVAReceptacle19980 VA 75.03% 14990 VATotal Conn. Load:21.8 kVALighting1917 VA 100.00% 1917 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:59 A 59 A 65 ATotal Load:7.0 kVA 7.0 kVA 7.7 kVA53 Spare20 A 10.0 0.0 1 20 A Spare5451 Spare20 A 1 0.0 0.0 1 20 A Spare5249 Spare20 A 1 0.0 0.01 20 A Spare5047 Spare20 A 10.0 0.0 1 20 A Spare4845 Spare20 A 1 0.0 0.0 1 20 A Spare4643 Spare20 A 1 0.0 0.01 20 A Spare4441 Spare20 A 10.0 0.0 1 20 A Spare4239 Spare20 A 1 0.0 0.0 1 20 A Spare4037 Lighting Room 3223 - 3229 20 A 1 0.2 0.01 20 A Spare3835 EF-02 CONV. RCPT 20 A 10.2 0.0 1 20 A Spare36331.7 1 20 A Lighting Room 3230, 3200 3431 Receptacle PROCEDURE/ ENDOSCOPY... 20 A 1 0.4 0.41 20 A Receptacle PROCEDURE/ ENDOSCOPY... 3229 Receptacle PROCEDURE/ ENDOSCOPY... 20 A 10.4 0.4 1 20 A Receptacle PROCEDURE/ ENDOSCOPY... 3027 Receptacle PROCEDURE/ ENDOSCOPY... 20 A 1 0.4 0.4 1 20 A Receptacle PROCEDURE/ ENDOSCOPY... 2825 Receptacle MED 3228 20 A 1 0.72623 Receptacle NURSE STATION 3227 20 A 10.7 0.5 1 20 A Receptacle CLEAN SUPPLY 3226 2421 Receptacle PROCEDURE/ ENDOSCOPY... 20 A 1 1.1 0.4 1 20 A Receptacle NURSE STATION 3227 22191.11 20 A Receptacle Room 3211, 3210 2017 Receptacle PREP/ RECOV. 3205 20 A 10.5 1.3 1 20 A Receptacle PREP/ RECOV. 3207 1815 Receptacle PREP/ RECOV. 3207 20 A 1 0.5 0.5 1 20 A Receptacle PREP/ RECOV. 3206 1613 Receptacle PREP/ RECOV. 3204 HEADWALL 20 A 1 0.5 1.11 20 A Receptacle Room 3206, 3205 1411 Receptacle Room 3204, 3203 20 A 11.1 0.5 1 20 A Receptacle PREP/ RECOV. 3203 129 Receptacle E.S. 3221 20 A 1 0.4 1.1 1 20 A Receptacle PREP/ RECOV. 3211 107 Receptacle Room 3223, 3224, 3225 20 A 1 0.9 1.11 20 A Receptacle Room 3201, 3202 85 Receptacle Room 3219, 3218, 3217 20 A 11.1 1.1 1 20 A Receptacle WORK ROOM 3229 63 Receptacle CLEAN PROCESSING 3218 20 A 1 0.2 0.5 1 20 A Receptacle CLEAN PROCESSING 3218 41 Receptacle PREP/ RECOV. 3208 20 A 1 0.5 0.21 20 A Receptacle CLEAN PROCESSING 3218 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:ELEC 3612Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LV-3BNUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-6062018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSCHEDULES -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102DESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:72 AReceptacle29940 VA 66.70% 19970 VATotal Conn. Current:101 APower2440 VA 80.00% 1952 VATotal Est. Demand:25.8 kVALighting3520 VA 100.00% 3520 VATotal Conn. Load:36.3 kVAHVAC728 VA 80.00% 582 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:94 A 105 A 107 ATotal Load:11.3 kVA 12.4 kVA 12.6 kVA53 Bussed Space -- --0.0 0.0 -- -- Bussed Space 5451 Bussed Space -- -- 0.0 0.0 -- -- Bussed Space 5249 Bussed Space -- -- 0.0 0.01 20 A Spare5047 Spare20 A 10.0 0.0 1 20 A Spare4845 Spare20 A 1 0.0 0.0 1 20 A Spare4643 3RD FLOOR VAV PWR E. 20 A 1 1.0 0.01 20 A Spare4441 Receptacle LAB 3614 20 A 10.4 0.4 1 20 A Receptacle LAB 3614 4239 Receptacle Room 3504, 3500 20 A 1 0.7 0.4 1 20 A Receptacle LAB 3614 4037 Receptacle COFFEE 3610 20 A 1 0.2 0.21 20 A Receptacle COFFEE 3610 3835 COFFEE 3610 FRIDGE 20 A 10.8 0.8 1 20 A COFFEE 3610 FRIDGE 3633 Lighting Room 3502, 3503, 3504, 3505, 350... 20 A 10.9 0.5 1 20 A Lighting Room 3605 - 3608 34310.4 1.31 20 A Lighting Room 3406 - 3400 3229Power DATA 3611 20 A 20.4 0.9 1 20 A Lighting Room 3306 - 3300 3027 Receptacle Room 3007, 3000 20 A 1 0.9 1.1 1 20 A Receptacle Room 3008, 3000 2825 Receptacle COLLAB. ZONE 3404 20 A 1 0.9 1.11 20 A Receptacle Room 3400, 3404, 3403 2623 Receptacle Room 3400, 3401 20 A 11.1 1.3 1 20 A Receptacle Room 3400, 3402 2421 Receptacle EXAM 3502 20 A 1 1.1 1.1 1 20 A Receptacle LARGE EXAM 3501 2219 Receptacle EXAM 3505 20 A 1 1.1 1.11 20 A Receptacle EXAM 3503 2017 Receptacle Room 3400, 3404, 3403 20 A 11.1 1.3 1 20 A Receptacle EXAM/ PROCEDURE 3506 1815 Receptacle LARGE EXAM 3301 20 A 1 1.1 1.4 1 20 A Power1613 Receptacle EXAM 3303 20 A 1 1.1 1.11 20 A Receptacle EXAM 3302 1411 Receptacle EXAM/ PROCEDURE 3306 20 A 11.1 1.1 1 20 A Receptacle EXAM 3305 129 Receptacle Room 3600, 3607, 3608 20 A 1 0.7 0.9 1 20 A Receptacle WORKSTATIONS 3609 107 Receptacle MD LOUNGE 3606 20 A 1 0.2 0.21 20 A Receptacle MD LOUNGE 3606 85 MD LOUNGE 3606 FRIDGE 20 A 11.2 1.2 1 20 A MD LOUNGE 3606 FRIDGE 63 Receptacle STAFF LOUNGE 3605 20 A 1 0.9 0.9 1 20 A Receptacle MD LOUNGE 3606 41 Receptacle Room 3616, 3615, 3600 20 A 1 0.5 1.21 20 A STAFF LOUNGE 3605 FRIDGE 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:225 ASupply From:MDP SECT. 2Phases:3Mains Type:MLOLocation:ELEC 3612Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LV-3CDESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:41 AReceptacle10920 VA 95.79% 10460 VATotal Conn. Current:43 APower949 VA 80.00% 759 VATotal Est. Demand:14.9 kVAOther0 VA 0.00% 0 VATotal Conn. Load:15.6 kVALighting3860 VA 100.00% 3860 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:45 A 44 A 42 ATotal Load:5.3 kVA 5.2 kVA 5.0 kVAC53 Spare20 A 10.0 0.0 1 20 A SpareC54C51 Spare20 A 1 0.0 0.0 1 20 A SpareC52C49 Spare20 A 1 0.0 0.01 20 A SpareC50C47 Spare20 A 10.0 0.0 1 20 A SpareC48C45 Spare20 A 1 0.0 0.0 1 20 A SpareC46C43 Spare20 A 1 0.0 0.01 20 A SpareC44C41 Spare20 A 10.0 0.0 1 20 A SpareC42C39 Spare20 A 1 0.0 0.0 1 20 A SpareC40C37 Spare20 A 1 0.0 0.01 20 A SpareC38C35 Power DATA 3611 20 A 10.5 0.0 1 20 A SpareC36C330.2 0.4 1 20 A Receptacle PROCEDURE/ ENDOSCOPY... C34C310.2 0.61 20 A Lighting Room 3201, 3202, 3206, 3205, 320... C32C29MEDICAL VACUUM UNIT 20 A 30.2 0.7 1 20 A Lighting Room 3208, 3207, 3211, 3210, 3614 C30C27 Lighting PROCEDURE/ ENDOSCOPY 3215 20 A 1 0.6 0.6 1 20 A Lighting PROCEDURE/ ENDOSCOPY 3214 C28C25 Lighting Room 3227, 3226, 3228 20 A 1 0.8 0.61 20 A Lighting PROCEDURE/ ENDOSCOPY 3220 C26C23 Receptacle PROCEDURE/ ENDOSCOPY... 20 A 10.4C24C21 Receptacle PROCEDURE/ ENDOSCOPY... 20 A 1 0.4 0.4 1 20 A Receptacle PROCEDURE/ ENDOSCOPY... C22C19 Receptacle EQUIP. 3213 20 A 1 0.4C20C17 Receptacle NURSE STATION 3227 20 A 10.2 1.2 1 20 A Receptacle MED 3228 PYXIS C18C15 Receptacle PROCEDURE/ ENDOSCOPY... 20 A 1 0.4 0.4 1 20 A Receptacle PROCEDURE/ ENDOSCOPY... C16C13 Receptacle NURSE STATION 3227 20 A 1 0.5 1.11 20 A Receptacle PROCEDURE/ ENDOSCOPY... C14C11 Receptacle NURSE STATION 3227 20 A 10.5 0.4 1 20 A Receptacle MED 3228 C12C9 Receptacle PREP/ RECOV. 3204 20 A 1 0.5 0.5 1 20 A Receptacle PREP/ RECOV. 3203 C10C7 Receptacle PREP/ RECOV. 3208 20 A 1 0.5 0.51 20 A Receptacle PREP/ RECOV. 3205 C8C5 Receptacle PREP/ RECOV. 3206 20 A 10.5 0.5 1 20 A Receptacle PREP/ RECOV. 3207 C6C3 Receptacle PREP/ RECOV. 3211 20 A 1 0.5 0.5 1 20 A Receptacle PREP/ RECOV. 3210 C4C1 CORRIDOR 3230 CRASH CART 20 A 1 0.2 0.01 20 A MED GAS ECB C2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:225 ASupply From:ATS-CBPhases:3Mains Type:MLOLocation:ELEC 3612Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: CB-P3DESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:138 ATotal Conn. Current:171 AReceptacle1540 VA 100.00% 1540 VATotal Est. Demand:49.6 kVAPower4830 VA 80.00% 3864 VATotal Conn. Load:61.7 kVAMotor55988 VA 80.00% 44790 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:176 A 167 A 174 ATotal Load:21.0 kVA 20.0 kVA 20.7 kVAE41E42E39E40E37E38E35E36E33E34E317.1E32E297.1 0.7 1 20 A 1ST FLR ADA MOTERS AND ACCESS EQ... E30E27P-01A80 A 37.1 5.5E28E252.9 5.5E26E232.9 5.53 60 A P-02AE24E21P-06A & P-06B 60 A 32.9 2.9E22E190.0 2.9E20E170.0 2.93 60 A P-04A & P-04BE18E15P-02B60 A 30.0 0.0E16E13 DATA 1915 EM RCPT 20 A 1 0.5 0.0E14E11 P-0720 A 11.2 0.03 80 A P-01BE12E9 Receptacle MED/ POC 1602 20 A 1 0.4 1.0 1 20 A MED/ POC 1202 FRIDGES E10E7 Power20 A 1 0.4 0.51 20 A DATA 1915 EM RCPT E8E5 Receptacle WORK 1401 20 A 10.2 0.4 1 20 A UH-01 & UH-04 E6E3 CUH-0320 A 1 0.1 0.3 1 20 A P-12E4E1 DOM RECIRC PUMP 20 A 1 0.1 1.51 20 A 1ST FLR ADA MOTERS AND ACCESS EQ... E2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through LugsNoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:400 ASupply From:EQ-DPPhases:3Mains Type:MLOLocation:ELEC 1903Volts:120/208 WyeA.I.C. Rating:10 KBranch Panel: EQ-P1DESIGN MAKE: SQUARE D NQ SERIESPROVIDE WITH BRANCH PANELBOARD SURGE PROTECTIVE DEVICE (SPD).Notes:Total Est. Demand Current:22 ATotal Conn. Current:24 ATotal Est. Demand:8.0 kVAPower3800 VA 80.00% 3040 VATotal Conn. Load:8.8 kVALighting4954 VA 100.00% 4954 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:30 A 40 A 8 ATotal Load:3.3 kVA 4.5 kVA 1.0 kVAL29L30L27L28L25L26L23L24L21L22L19L20L17 1ST FLOOR EXIT SIGNS 20 A 10.1L18L15 CANOPY LIGHTS EM CONNECTION 20 A 1 0.3 1.0 1 20 A 1ST FLOOR EM LIGHTING EAST SIDE L16L130.1 1.01 20 A 1ST FLOOR EM LIGHTING WEST SIDE L14L110.5 0.0L12L9LS-P350 A 31.0 1.2L10L7 FRONT STAIR AND ENTRANCE EM LIGHTS 20 A 1 0.2 1.03 50 A LS-P2L8L5 EXT EMERGENCY EGRESS LUMINAIRES 20 A 10.3 0.1 1 20 A LightingL6L3 FRONT DOOR OPENER MOTORS 20 A 1 1.0 0.0 1 20 A SpareL4L1 2-WAY COMMUNICATION ANNUNCIATOR 20 A 1 0.5 0.51 20 A FACPL2CKT Circuit Description Trip PolesA B CPoles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:100 ASupply From:ATS-LSPhases:3Mains Type:MLOLocation:ELEC 1903Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LS-P1NUMBER DATE ISSUED BY DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-6072018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPSCHEDULES -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102DESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:15 ATotal Conn. Current:18 AReceptacle2000 VA 100.00% 2000 VATotal Est. Demand:5.6 kVAPower3451 VA 80.00% 2760 VATotal Conn. Load:6.5 kVAMotor1176 VA 80.00% 941 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:20 A 17 A 20 ATotal Load:2.4 kVA 2.0 kVA 2.4 kVAE41E42E39E40E37E38E35E36E33E34E31E32E29E30E27E28E25E26E23E24E21E22E19E20E17E18E15E16E13E14E11E12E9E10E7 UH-0220 A 1 0.5 1.01 20 A 2ND FLR ADA MOTERS AND ACCESS EQPT E8E5 P-0820 A 11.2 1.2 1 20 A P-09E6E3 MED/POC FRIDGES 20 A 1 1.0 1.0 1 20 A MED/ POC 2403 FRIDGES E4E1 DATA 2610 EM RCPT 20 A 1 0.5 0.51 20 A Power DATA 2610 E2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through LugsNoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:400 ASupply From:EQ-DPPhases:3Mains Type:MLOLocation:ELEC. 2611Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: EQ-P2DESIGN MAKE: SQUARE D NQ SERIESPROVIDE SHUNT TRIP BREAKER FOR OCPDs FEEDING ELEVATOR 1, ELEVATOR 2, AND ELEVATOR 3. PROVIDE 120V CONNECTION TO SHUNT TRIP UNITS FROM SEPERATE20A/1P BREAKER.Notes:Total Est. Demand Current:160 ATotal Conn. Current:199 AReceptacle360 VA 100.00% 360 VATotal Est. Demand:57.5 kVAPower3672 VA 80.00% 2938 VATotal Conn. Load:71.8 kVAMotor67985 VA 80.00% 54388 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:208 A 194 A 197 ATotal Load:24.9 kVA 23.3 kVA 23.6 kVAE41 Spare20 A 10.0 0.0 -- -- Bussed Space E42E39 Spare20 A 1 0.0 0.0 -- -- Bussed Space E40E37 Spare20 A 1 0.0 0.0-- -- Bussed Space E38E35 Spare20 A 10.0 0.0 -- -- Bussed Space E36E33 Spare20 A 1 0.0 0.0 1 20 A SpareE34E31 Spare20 A 1 0.0 0.01 20 A SpareE32E29 Spare20 A 10.0 0.0 1 20 A SpareE30E27 Spare20 A 1 0.0 0.2 1 20 A 12V CIRCUIT FOR SHUNT TRIP BREAKERSE28E253.0 1.81 20 A 3RD FLR ADA MOTERS AND ACCESS EQPT E26E233.0 0.3 1 20 A ENDO VAV PWR E24E21AHU-04-R40 A 33.0 0.4 1 20 A Receptacle MED/ POC 3403 E22E19 P-1020 A 1 0.5 0.51 20 A DATA 3611 EM RCPT E20E17 UH-0320 A 10.5 0.5 1 20 A DATA 3611 EM RCPT E18E15 Bussed Space -- -- 0.0 0.5 1 20 A P-11E16E135.3 3.7E14E115.3 3.7E12E9ELEVATOR 3 70 A 35.3 3.73 50 A AHU-04-SE10E7 Bussed Space -- -- 0.0 0.0-- -- Bussed Space E8E55.3 5.3E6E35.3 5.3E4E1ELEVATOR 1 70 A 35.3 5.33 70 A ELEVATOR 2E2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:NoMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:400 ASupply From:EQ-DPPhases:3Mains Type:MLOLocation:ELEC 3612Volts:120/208 WyeA.I.C. Rating:18KBranch Panel: EQ-P3DESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:6 ATotal Conn. Current:6 ATotal Est. Demand:2.1 kVAPower300 VA 80.00% 240 VATotal Conn. Load:2.2 kVALighting1882 VA 100.00% 1882 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:9 A 11 A 0 ATotal Load:1.0 kVA 1.2 kVA 0.0 kVAL17L18L15L16L13L14L11L12L9L10L7L8L5L6L3 2ND FLOOR EM LIGHTING WEST SIDE 20 A 1 0.9 0.3 1 20 A CLEAN AGEN FIRE ALAM PANEL L4L1 2ND FLOOR EXIT SIGNS 20 A 1 0.1 0.91 20 A 2ND FLOOR EM LIGHTING EAST SIDE L2CKT Circuit Description Trip PolesA B CPoles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs:YesMCB Rating:N/AMounting:SURFACEWires:4Mains Rating:100 ASupply From:LS-P1Phases:3Mains Type:MLOLocation:ELEC. 2611Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LS-P2DESIGN MAKE: SQUARE D NQ SERIESNotes:Total Est. Demand Current:4 ATotal Conn. Current:5 ATotal Est. Demand:1.4 kVAPower1500 VA 80.00% 1200 VATotal Conn. Load:1.7 kVALighting172 VA 100.00% 172 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:9 A 5 A 1 ATotal Load:1.0 kVA 0.5 kVA 0.1 kVAL17L18L15L16L13L14L11L12L9L10L7L8L5 Lighting STAIR 1001 20 A 10.1L6L3 ELEV. 1 EM LIGHTS, ECT. 20 A 1 0.5 0.0 1 20 A Lighting STAIR 1902 L4L1 ELEV 3 EM LIGHTS, ECT. 20 A 1 0.5 0.51 20 A ELEV. 2 EM LIGHTS, ECT. L2CKT Circuit Description Trip PolesA B CPoles Trip Circuit Description CKTEnclosure:Type 1 HINGED TRIMFeed Through Lugs: MCB Rating:N/AMounting:SURFACEWires:4Mains Rating:100 ASupply From:LS-P1Phases:3Mains Type:MLOLocation:ELEC 3612Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: LS-P3NUMBER DATE ISSUED BY DESCRIPTION CBAZZ12"ED5"4'-4"1'-6"1'-6"6-1/2"3'-6"1'3'3'MIN.9"ED15"CBASEC. VOLTAGEKVA75-500750-10001500-2500480, 480Y/277ALLALL72"84"84"84"84"72"16"20"20"12"18"42"48"60"PLAN VIEWFRONTSECTION VIEW Z-Z8' OF CABLEABOVE ROOFBY UTILITY#2 CRUSHED STONE8" BLOCK OR 6" POUREDCONCRETE WALLSTYPICALPRIMARYAND SERVICEARRANGEMENTSCENTEROF BARS6" OF #2 CRUSHED STONE5/8" x 8" GROUND RODOPENINGS FOR CABLESDO NOT FILL WITH CONCRETESECONDARYPRIMARYCONCRETEFOUNDATIONSECONDARY CONDUITGRADEPROVIDE 8' OF CABLEABOVE ROOF BYELECTRICAL CONTRACTORPRIMARY CONDUITCONDUIT SLEEVE#4 BARS @ 9"BOTH WAYSADD 2 EXTRA#4 BARS AROUNDEACH SIDE OFOPENINGNOTES:A.GROUND IN FRONT OF FOUNDATION TO BE FLAT AND AT GRADE LEVEL WITHA MINIMUM OF 10' TO ANY OBSTRUCTION (BUILDING, WALL EMBANKMENT, ETC.).B.REFER TO ELECTRICAL SITE PLAN FOR LOCATION OF TRANSFORMER.C.PROVIDE PRIMARY CONDUIT SLEEVES THROUGH FOUNDATION WALL. COORDINATESLEEVE SIZES WITH RG&E.D.PROVIDE SERVICE CONDUITS AND CABLES FROM PAD TO BUILDING. THE ELECTRICALCONTRACTOR SHALL PROVIDE SUFFICIENT LENGTH OF SERVICE CABLE TO REACHFROM THE BOTTOM OF THE FOUNDATION TO 8' ABOVE THE ROOF.E.PRECAST CONCRETE MANHOLE WITH TRANSFORMER PAD COVER IS AN ACCEPTABLE ALTERNATIVE. COORDINATE ALTERNATIVE REQUIREMENTS WITH RG&E.F.CONTACT RG&E REPRESENTITIVE BEFORE ROOF POUR AND COORDINATE INSTALLATIONINSPECTION BEFORE ROOF IS POURED. G.ROOF SHALL BE 9" THICK CAST IN PLACE OR PRECAST CONCRETE. (3000 PSI AT28 DAYS, MAXIMUM AGGREGATE = 3/4")H.WALLS SHALL BE 8" CONCRETE BLOCK OR 6" POURED WALLS. CONCRETE SHALL BE 3000 PSI AT 28 DAYS. PROVIDE 1'-6" FOUNDATION FOR WALLS.I.ESTABLISH GRADE BEFORE FOUNDATION INSTALLATION. PROVIDE 36" WIDE BY 12' DEEP MOAT AROUND FOUNDATION OF #2 CRUSHED STONE.J.PROVIDE BOLLARD PROTECTION PER UTILITY ESB.10'-0" (TYP)5'-0" (TYP)#4/0 BARE COPPER GROUNDINGCONDUCTOR. INSTALL 1'-0" MIN.BELOW FINISHED GRADE (TYP)A.AT POINT OF ENTRANCE TO FACILITY, PROVIDE SOLDER BLOCK INGROUNDING ELECTRODE CONDUCTOR. SEAL CONDUIT TO CONDUCTOR100% WATERPROOF.B.GROUNDING ELECTRODE CONDUCTOR SHALL BE: 1. MINIMUM SIZE 2/0 COPPER FOR 400A AND UNDER SERVICE 2. SIZE 4/0 FOR OVER 400A SERVICE.NOTES:TO SERVICE ENTRANCEEQUIPMENT GROUND BUS3/4" ROUND x 10'-0" COPPERWELDGROUND ROD. DRIVE FULL LENGTHINTO GROUND. TOP OF THE ROD 12"MIN. BELOW FINISHED GRADE (TYP)600V INSULATED COPPERCONDUCTOR INSTALLEDIN PVC RACEWAYNOTES:1.PROVIDE GROUNDING ELECTRODE CONDUCTOR. PROVIDE INSULATED COPPER CONDUCTOR PER SPECIFICATIONS. IF NO SIZE SPECIFIED, PROVIDE INSULATED COPPER CONDUCTOR SIZED PER N.E.C. TABLE 250.66. INSTALL IN RIGID, SCHEDULE 80, PVC RACEWAY.2.METAL UNDERGROUND WATER PIPE IN DIRECT CONTACT WITHEARTH FOR 10 FEET OR MORE. SHALL BE SUPPLEMENTED BY ITEMS 3, 4, AND 5.3.BUILDING STRUCTURAL STEEL PER N.E.C. ARTICLE 250.52.A(2).4.MADE GROUNDING ELECTRODE PER N.E.C. ARTICLE 250.52.A(5).REFER TO "MADE GROUNDING ELECTRODE GROUND GRID" DETAILAND SPECIFICATIONS.5.BOND #4 AWG COPPER CONDUCTOR TO REBAR IN CONCRETEFOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THEEARTH PER N.E.C. ARTICLE 250.52.A(3).6.MAIN BONDING JUMPER. PROVIDE INSULATED COPPERCONDUCTOR SIZED PER N.E.C. TABLE 250.102(C)(1).7.BOND GROUND BUS TO EQUIPMENT ENCLOSURE WITH BARECOPPER BONDING JUMPER SIZED PER N.E.C. TABLE 250.102(C)(1).NL1L2L3GROUNDEDCONDUCTORSERVICEENTRANCECONDUCTORSNEUTRAL BUSGROUND BUSSERVICE ENTRANCEDISCONNECTING MEANS1234567NOTES:1.WHERE CONDUIT STUBS UP UNDER FLOOR MOUNTED EQUIPMENTSUCH AS SWITCHGEAR, PROVIDE PVC ELBOWS IN LIEU OF RIGIDSHOWN.2.AT EACH CONDUIT STUB-UP, AFFIX ENGRAVED PLASTIC NAMEPLATEINDICATING CONDUIT NO. OR CIRCUIT IDENTIFICATION. ATTACH WITH NYLON CABLE TIE.THREADED CAP ON ALL SPARESWRAP ALL JOINTS 100%WATERTIGHTPVC TO RIGID ADAPTERPVC CONDUITSEAL VAPOR BARRIERTO CONDUIT (TYPICAL)FINISHED FLOORTIE REBARS WITH#3 BARS (TYPICAL)#4 REBARS 6" O.C. ALLAROUND (TYPICAL)CONCRETE BLOCKS. LENGTHAS REQUIRED (TYPICAL)RIGID HOT DIPPEDGALVANIZED CONDUIT(SEE NOTE 1)TO COUPLING, PULLBOX, PANEL, ETC.AS SHOWN OR REQUIREDSEE NOTE 23" SANDBED ALLAROUND CONDUIT6" WIDE, RED PLASTICTAPE WITH WORDING"CAUTION BURIED ELECTRICLINE BELOW." TAPE SHALLBE LOCATED 6" BELOWFINISHED GRADE.PAVEMENT AS REQUIRED4" SCREENED TOP SOILFOR GRASS AREAS.30"MINIMUMFINISH GRADEGRASS AREASBACKFILL WITH NATIVEMATERIAL IN 6" LIFTS.COMPACT AFTER EACHLIFTPAVEMENT AREASBACKFILL WITH #2CRUSHED STONE IN 6"LIFTS. COMPACTS AFTEREACH LIFT7 1/2"PROVIDE #4 REBAR, 6"ON CENTERS FOR ALLDUCT BANKS WITH PVC CONDUIT.3" CONCRETE ALLAROUND CONDUIT6" WIDE, RED PLASTICTAPE WITH WORDING"CAUTION BURIED ELECTRIC LINE BELOW." TAPE SHALL BE LOCATED 6" BELOW FINISHED GRADE.PAVEMENT AS REQUIRED4" SCREENED TOP SOIL FOR GRASS AREAS.FINISH GRADE7 1/2" 30"MINIMUMGRASS AREASBACKFILL WITH NATIVEMATERIAL IN 6" LIFTS.COMPACT AFTER EACHLIFE.PAVEMENT AREASBACKFILL WITH #2CRUSHED STONE IN 6"LIFTS. COMPACT AFTEREACH LIFT.IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-9012018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPDETAILS -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102NTS1TRANSFORMER VAULT DETAILNTS3MADE GROUNDING ELECTRODE GROUND GRID DETAILNTS2SERVICE ENTRANCE GROUNDING DETAILNTS4TYPICAL CONDUIT STUB UP INSIDE BUILDING DETAILNTS5DIRECT BURIED CONDUIT DETAILNTS6CONCRETE ENCASED BURIED CONDUIT DETAILNUMBER DATE ISSUED BY DESCRIPTION 18"3'-6"4'-6"FINISHED GRADESCHEDULE 40 GRS CONDUIT,CONCRETE FILLED WITH ROUNDEDCAP, SPACED 4-FEET ON CENTERAROUND EQUIPMENTPROVIDE 1-PIECE PVC SLEEVEWITH ROUNDED TOP 4-FEET TALLINSTALLED OVER PIPE BOLLARD.TRIM TO REQUIRED HEIGHT. PVCSLEEVE FINISH COLOR SHALL BESAFETY YELLOW UNLESSOTHERWISE NOTED. DESIGN MAKE:ULINE MODEL H-3007 OR APPROVEDEQUAL4" DIAMETER PIPE BOLLARD3,500 PSI CONCRETEENCASEMENTNOTES:A.THIS DETAIL IS DIAGRAMMATIC ONLY. THE GENERATOR PAD MUST BE APPROVED BY THEMANUFACTURER AS SPECIFIED.B.OVERALL PAD DIMENSIONS SHALL EXTEND 6" BEYOND GENERATOR BASE IN ALL DIRECTIONS.C.PROVIDE PERIMETER GROUND LOOP FOR SEPARATELY DERIVED SYSTEMS. CONNECTIONSFROM GROUND LOOP TO THE GENERATOR SHALL BE IN 1" SCHEDULE 80 PVC CONDUITSLEEVES ROUTED THROUGH THE CONCRETE PAD. EXPOSED WIRING IS NOT ACCEPTABLE.D.PROVIDE PROTECTIVE BOLLARDS SPACED 4-FT ON CENTER AROUND GENERATOR EQUIPMENT PAD.REFER TO PROTECTIVE BOLLARD DETAIL.EXTEND CRUSHEDSTONE STUBBASE12" PAST PAD EDGEALL SIDES (TYPICAL)1" FILLET12" CRUSHED STONE SUB-BASECOMPACTED IN TWO LIFTS. MIN. 95%4"GENERATOR HOUSINGGENERATOR PAD12" MIN. (TYP.)GENERATOR HOUSING8" THICK 4000 PSI CONCRETE SLABW/6x6 #6 MESH UPPER THIRD OF SLAB304 STAINLESS STEELSEISMICALLY RATEDEXPANSION ANCHOR BOLT(TYP. OF EACH MOUNTINGBRACKET)PROTECTIVE BOLLARDSPACED 4-FT AROUNDPERIMETER (TYP.)6" OF SCREENED TOPSOIL WITH SOD TOP,REPAIR TO MATCHSURROUNDINGS AFTERPAD IS CONTRUCTED(1) #4 BAR ATPERIMETER (PROVIDEAND INSTALL CORNERBARS)ƒ" ROUND x 10'-0" GROUND ROD.DRIVE FULL LENGTH INTO GROUND.TOP OF THE ROD 12" MIN. BELOWFINISHED GRADE (TYP. OF 2)BOND TO GENERATORFRAME AND GROUND LUG6" MIN.ALL SIDESEXOTHERMIC WELD FROM#4/0 AWG TO REBARENCASED IN CONCRETE PAD#4/0 AWG BARE COPPERGROUND LOOP INSTALLED1'-0" MIN. BELOW FINISHEDGRADE (FOR SEPARATELYDERIVED SYSTEMS)EXOTHERMIC WELD4"CONCRETE SLAB; REFER TO STRUCTURAL DRAWINGS FOR DETAILS AND REBAR LOCATIONSSPACING PER THE NATIONALELECTRICAL CODECONDUIT(S) BELOW SLABGALVANIZED, OR SERIES 300 STAINLESS STEEL 2 BOLT PIPE CLAMP (TYPICAL)HANGER SHALL BE WITHIN 18" OF CONDUIT JOINTGALVANIZED OR 300 SERIES STAINLESS STEEL ALL-THREAD HANGER ROD (LENGTH AS REQUIRED)(2) 6"x6"x1/4" PLATES SANDWICHING #4 OR #5 REBAR. INSTALL THE PLATE & REBAR ASSEMBLY ABOVE THE BOTTOM OF STRUCTURAL REBAR MATPROVIDE LINK-SEALMODULAR WALL SEALPROVIDE HYDROLIC CEMEMTTO FILL MASONARY UNITHOLLOW VOIDSPROVIDE UNIFORM CORE WITHPVC SLEEVE SIZED TOACCOMODATE WALL SEALMASONARY WALLPROVIDE GRS CONDUITNIPPLE THROUGH WALLELECTRIC13 1/4"14 3/4"14 3/4"13 1/4"STAINLESS STEEL HARDWARE12" x#2 WASHED STONEBELOW HANDHOLE. EXTENDMINIMUM OF 6' AROUNDOUTSIDE EDGEBOLT ON GASKETED COVERWITH "ELECTRIC" OR "COMMUNICATIONS"ENGRAVED ON TOP DEPENDINGON SERVICEPOLYMER CONCRETEWEATHERPROOF HOUSINGWITH BASENOTES:A.ALL OPENINGS FOR CONDUITS SHALL BE MADE IN FIELD ACCORDING TO CONDUITSIZES AND QUANTITIES.B.SUITABLE FOR DIRECT BURIAL IN CONCRETE AND GRASS AREAS.C.COVER SHALL SUPPORT 8,000 LBS.D.PROVIDE STACKABLE SECTIONS AS REQUIRED FOR A 26" DEPTH.E.RESISTANT TO SUNLIGHT, WEATHERING, AND FREEZING.F.DESIGN MAKE: STRONGWELL-QUAZITE "PC SERIES" STYLE SERVICE BOX ASSEMBLYALERTDANGEREVACUATE BUILDINGWHEN FLASHING, ALARMLOCATION SHOWN ONFIRE ALARM ANNUNCIATORCARBONMONOXIDEALARM80"FINISHED FLOORPROVIDE ADHESIVELABEL PRINTED ON 4"X 6"WATERPROOF VINYLBELOW CO STROBEPROVIDE V700 WIREMOLDWITH NOTIFICATION APPLIANCE WIRING (WHERE INSTALLATED ON EXISTING WALLS)PROVIDE ADDRESSABLEWHITE HOUSING/AMBERLENS STROBE INLOCATION(S) SHOWN ONDRAWINGSSUSPENDED ACOUSTICALCEILINGWIRELESS ACCESSPOINT BY OTHERSSTRUCTURAL CEILINGDECKSTRUCTURAL STEELJOISTCABLE HANGER(TYPICAL)A.REFER TO SYMBOLS LIST OR FLOOR PLANS FOR CABLE QUANTITIES.NOTES:AA48PROVIDE CAT. 6ACABLE(S)10-FT SERVICE LOOPPROVIDE UL 2043 LISTEDCAT. 6A PLUG(S) WITH MALEEND READY FOR DIRECTCONNECTION TO ACCESS POINTDESIGN MAKE: BELDEN RVAFPUBK-S1CRIMP ON MALE RJ-45 TERMINATIONSARE NOT ACCEPTABLE. SYSTEMSHALL PASS TIA 568-C TEST.PROVIDE DYMO CABLEIDENTIFICATION LABELWRAPPED AROUNDCABLE JACKETCOVERPLATE SHALL HAVE20A ISOLATED GROUND DUPLEXRECEPTACLE AND (4) CAT.6 JACKSTOP VIEWSIDE VIEW6" DIAMETER FLUSH MOUNTING PLATE4" DIAMETER, 4-HOUR FIRE RATEDPOKE-THRUCOMPLETE POKE-THRU ASSEMBLYDESIGN MAKE: WIREMOLD RC3 SERIESJUNCTION BOX IN BASE WITH DIVIDERFOR POWER AND DATA CABLINGNOTES:A.PROVIDE ALL MOUNTING BRACKETS, FACEPLATES, DEVICES, LABELINGSTRIPS, COVERS AS REQUIRED FOR COMPLETE FLOOR BOX INSTALLATION.PROVIDE DUPLEX RECEPTACLEDESIGN MAKE:WIREMOLD RFB2 SERIESPROVIDE DIE CAST ALUMINUM COVERWITH FLUSH STYLE SOILD LID SUITABLEFOR INSTALLATION ON CARPET OR TILEFLOOR. METALLIC FINISH BY ARCHITECT.COVER SHALL BE RATED FOR AN 1800LBSTATIC LOAD AND PREVENT WATER, DIRTOR DEBRIS FROM ENTERING FLOOR BOXIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-9022018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPDETAILS -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 191021/8" = 1'-0"1PROTECTIVE BOLLARD DETAIL1/8" = 1'-0"3OUTDOOR GENERATOR INSTALLATION DETAILNTS5UNDERGROUND CONDUIT SUSPENDED FROM SLAB DETAILNTS6LINK-SEAL WALL CONDUIT PENETRATION DETAILNTS4POLYMER CONCRETE HANDHOLE DETAILNTS7CARBON MONOXIDE NOTIFICATION APPLIANCE DETAILNTS2CEILING MOUNTED WIRELESS ACCESS POINT DATA OUTLET DETAILNTS8POKE-THRU POWER/DATA OUTLET DETAILNTS9POWER FLOOR BOX DETAILNUMBER DATE ISSUED BY DESCRIPTION DESIGN MAKE:CHATSWORTH PART NO.: 40153-012DETAIL NOTES:SERVICE ENTRANCEBOND @ NEUTRALMDP1.PROVIDE BUS BAR WITH ALL INSULATORS, STAND-OFF BRACKETS, BOLTS, WASHERS,AND COMPRESSION LUG FITTINGS AS REQUIRED TO MEET REQUIREMENTS OF THECONTRACT DOCUMENTS AND ANSI/EIA/TIA-607.2.PROVIDE COMPRESSION LUGS CONNECTION TO RACK/CABINET/EQUIPMENT ANDCONNECT GROUND WIRE BACK TO GROUND BAR.3.PROVIDE #2 AWG GREEN INSULATED WIRE CONNECTED BACK TO SERVICE ENTRANCEEQUIPMENT.FLOORPROVIDE #6 AWG GREENINSULATED WIRE BETWEENCOMPRESSION LUGSLADDER RACKWALL MOUNTEDTMGBEQUIPMENTCABINETOR RACKEQUIPMENTCABINETOR RACK0.312 DIA.(TYP. OF 30)0.437 DIA.(TYP. OF 8)4"12"(15) LUGS, 5/8" HOLE CENTERS(3) LUGS, 1" HOLE CENTERS231DESIGN MAKE:CHATSWORTH PART NO.: 13622-012DETAIL NOTES:1.PROVIDE BUS BAR WITH ALL INSULATORS, STAND-OFF BRACKETS, BOLTS, WASHERS,AND COMPRESSION LUG FITTINGS AS REQUIRED TO MEET REQUIREMENTS OF THECONTRACT DOCUMENTS AND ANSI/EIA/TIA-607.2.PROVIDE COMPRESSION LUGS CONNECTION TO RACK/CABINET/EQUIPMENT ANDCONNECT GROUND WIRE BACK TO GROUND BAR.3.PROVIDE #6 AWG GREEN INSULATED WIRE CONNECTED BACK TO GROUND BARIN THE NEAREST 120/208V PANELBOARD.4.PROVIDE #2 AWG GREEN INSULATED WIRE CONNECTED BACK TO TELECOMMUNICATIONSMAIN GROUNDING BUSBAR (TMGB) IN CER-A.FLOORPROVIDE #6 AWG GREENINSULATED WIRE BETWEENCOMPRESSION LUGSLADDER RACKWALL MOUNTEDTGBEQUIPMENTCABINETOR RACKEQUIPMENTCABINETOR RACK0.312 DIA.(TYP. OF 12)0.437 DIA.(TYP. OF 8)2"12"(6) LUGS, 5/8" HOLE CENTERS(3) LUGS, 1" HOLE CENTERS134222WIREMOLD DIE-CASTALUMINUM TRIM RINGWITH FLOORINGINSERT AREAS"S36CCTCBK"4-15/16" x 1-1/2" FLOORINGSAMPLE TO MATCHFINISHED FLOOR(TYPICAL OF 2)WIREMOLD 4-COMPARTMENTSTEEL COMBINATION BOX"RFB4 SERIES"WIREMOLD INTERNALBLANK DEVICEBRACKET "RFB-DR"1-1/4" CONDUIT KNOCKOUT(TYPICAL)1" CONDUIT KNOCKOUTSIDE AND BOTTOM(TYPICAL)1-1/4" CONDUIT KNOCKOUTSIDE AND BOTTOM(TYPICAL)WIREMOLD INTERNALBLANK DEVICEBRACKET "RFB-DR"WIREMOLD 4-PORTKEYSTONE JACK BRACKET"DTB-2-4TKO"PROVIDE CABLE ID LABELON OUTSIDE OF SURFACEMOUNT BOXPROVIDE FEMALE CAT.6 KEYSTONE JACK INSIDE SURFACEMOUNT BOX SECURED TO BUILDING STRUCTUREDESIGN MAKE: COMMSCOPE M101SMB-B262PROVIDE 10-FT CAT.6 PATCHCABLE WITH SERVICE LOOPTYPICAL INTERIOR IP CAMERAUTP PATCH PANELPROVIDE CAT.6 HORIZONTAL CABLE TO PATCHPANEL IN CER AS SHOWN ON FLOOR PLANS.MAX. TOTAL CAMERA WIRING RUN = 300-FTINCLUDING FIELD AND DATA RACK PATCH CABLES.PROVIDE POE PLUS INJECTOR FOR LONGER RUNSTERMINATE, TEST, ANDLABEL PER SPECIFICATIONSPoE+ ETHERNET SWITCHPROVIDE 3-FTCAT.6 PATCH CABLEPROVIDE CABLE ID LABELON OUTSIDE OF SURFACEMOUNT BOXPROVIDE FEMALE CAT.6 KEYSTONE JACK INSIDE SURFACEMOUNT BOX SECURED TO BUILDING STRUCTUREDESIGN MAKE: COMMSCOPE M101SMB-B262PROVIDE 10-FT CAT.6 PATCHCABLE WITH SERVICE LOOPPROVIDE RJ45 PoE PLUS SURGESUPRESSOR WITH EARTH GROUNDE. GNDPROVIDE 1-FTCAT.6 PATCH CABLEUTP PATCH PANELPROVIDE CAT.6 HORIZONTAL CABLE TO PATCHPANEL IN CER AS SHOWN ON FLOOR PLANS.MAX. TOTAL CAMERA WIRING RUN = 300-FTINCLUDING FIELD AND DATA RACK PATCH CABLES.PROVIDE POE PLUS INJECTOR FOR LONGER RUNSTERMINATE, TEST, ANDLABEL PER SPECIFICATIONSPoE+ ETHERNET SWITCHPROVIDE 3-FTCAT.6 PATCH CABLEPROVIDE 3/4" SLEEVEEXPANSION BOLTS (TYPICAL)LIGHTNING PROTECTION NOTES:1.EACH SURGE SUPRESSOR SHALL BE LOCATED CLOSE TO THE POINT OF ENTRYOF WIRING TRAVELING OUTSIDE THE BUIDLING. PROTECTOR MUST BE BONDEDTO GROUND PER NEC ARTICLE 800.100 IV GROUNDING METHODS. A GENERALPURPOSE TYPE ENCLOSURE SHALL BE PROVIDED FOR ALL SURGE PROTECTIONDEVICES.2.THESE DEVICES ARE NOT INTENDED FOR DIRECT EXPOSURE TO THE ELEMENTS.USE A NEMA 4X ENCLOSURE OR SIMILAR FOR OUTDOOR APPLICATIONS.3.SECURELY MOUNT THESE DEVICES BETWEEN THE FIELD WIRING AND THE EQUIPMENTTO BE PROTECTED WITH SUPPLIED #8 SCREWS PROVIDED.4.TO ALLOW THE SURGE PROTECTOR REACTION TIME, PROVIDE A MINIMUM OF 3-6 FTOF CONDUCTOR LENGTH BETWEEN THE SURGE SUPPRESSOR AND THE EQUIPMENTTO BE PROTECTED. PROVIDE A GROUND CONNECTOR TO THE EARTH GROUND SHORTERTHAN THE DISTANCE BETWEEN THE UNIT AND THE EQUIPMENT.5.CONNECT A MINIMUM OF #12 AWG WIRE FROM THE GROUND CONNECTOR TO THE EARTHGROUND WITH 25 OHMS OR LESS (5 OHMS PREFERRED). USE ONE COMMON GROUND PERSYSTEM TO ELIMINATE THE POSSIBILITY OF A DIFFERENCE IN GROUND POTENTIALS.ADDITION OF A GROUND ROD MAY BE REQUIRED.V2400 SURFACE RACEWAYPROVIDE FULL CAPACITYENTRANCE END FITTING W/CONCENTRIC 3/4" & 1"KNOCKOUTS AT EXPOSEDLOCATIONS BELOW CEILINGPROVIDE 6-PORT MODULARDATA OUTLET W/ PLASTICLABEL DESIGNATION STRIPSPROVIDE 2-GANG 2-3/4" DEEP SURFACE BACKBOX WITH KNOCK-OUTS FOR SURFACE RACEWAY ON ALL SIDESACCESSIBLE CEILINGACCESSIBLE CEILINGNYLON PRESS-ONBUSHINGSPROVIDE 1" EMT CONDUITSLEEVE FOR DATA CABLES(FIRE-STOP AFTER CABLE INSTALLATION)FINISHED FLOORPROVIDE 2-GANGSURFACE BACKBOXV700 SURFACERACEWAYEMT CONDUITPROVIDE QUAD ORDUPLEX RECEPTACLEAS CALLED FORCABLE HANGERS4-FEET O.C. (TYPICAL)18"AFFNOTES:A.PROVIDE ALL SURFACE RACEWAY, SURFACE BACKBOXES, COVERPLATES,DATA JACKS, DATA CABLING AND SLEEVES.B.PROVIDE OPEN TOP CABLE HANGERS 4-FEET O.C. ACROSS CLASSROOM, OFFICE,AND CORRIDOR DROP CEILING SPACE IN PATHWAY OF NEW INSTALLED CABLES.C.NOT ALL DROPS WILL BE STRAIGHT DOWN FROM THE CEILING. IN SOME CASESTHE SURFACE RACEWAY WILL HAVE ELBOWS TO AVOID EXISTING BOARDS, FIELDVERIFY THE EXACT REQUIRENMENTS.CORRIDORCLASSROOMOR OFFICEIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-9032018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPDETAILS -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102NTS1TELECOMMUNICATIONS MAIN GROUNDING BUS BAR DETAILNTS2TELECOMMUNICATIONS GROUNDING BUS BAR DETAILNTS3POWER/COMMUNICATIONS FLOOR BOX DETAILNTS4INTERIOR CAMERA INSTALLATION DETAILNTS5EXTERIOR CAMERA INSTALLATION DETAILNTS6SURFACE MOUNT POWER/DATA OUTLET DETAILNUMBER DATE ISSUED BY DESCRIPTION NOTES:3/8" STEELROD SUPPORTSPROVIDE UNI-STRUT SUPPORTFOR STRUCTURE ATTACHMENTPROVIDE TRAPEZE SUPPORTS ATREGULAR INTERVALS TO MEETSPECIFIED LB/FT REQUIREMENTSPROVIDE CONTINUOUS STEELBOTTOM INSERT INSTALLEDTO OVERLAP ALL BUTT JOINTSAND SPLICES (TYPICAL)PROVIDE QUANTITY OF SPLICEKITS AS RECOMMENDED BYMANUFACTURER.PROVIDE VERTIAL DOWN WHENDROPPING CABLES FROM THEEND OR SIDE OF CABLE TRAYINSTALL CABLE TRAY CONTINOUS THRU WALLS, PROVIDE REQUIREDOPENING. COORDINATE THIS WORK WITH GENERAL CONTRACTOR.PROVIDE FIRE STOPPING PER DETAIL.PCOS-B$LVA.CONTROLLER SHALL BE PROGRAMMED SUCH THAT ALL LOADS REQUIREMANUAL-ON CONTROL.B.PROVIDE ALL WIRING & INTERCONNECTIONS AS REQUIRED BY MANUFACTURER.C.PROVIDE PROGRAMMING, STARTUP, AND COMMISSIONING BY A FACTORYCERTIFIED TECHNICIAN.D.REFER TO FLOOR PLANS FOR QUANTITY OF CHANNELS (SWITCH-LEGS).PROVIDE ADDITIONAL NETWORKED ROOM CONTROLLERS AND SWITCHING WHEREDRAWINGS EXCEED 3-CHANNELS.NOTES:PLENUM RATED CAT.6 PATCHCABLES WITH RJ-45 CONNECTORS(TYPICAL)CLASS 2 0-10 VOLTCONTROL WIRINGPHOTOSENSOROCCUPANCY SENSORRJ-45 COUPLERIF REQUIREDON/OFF/0-10V DIMMINGROOM CONTROLLERINPUT/OUTPUT INTERFACEWITH ISOLATED RELAYN/O & N/C OUTPUTSTO THIRD PARTYDEVICE (HVAC)LOW-VOLTAGE SWITCHESAS SHOWN ON FLOOR PLANSRedNeutral WhtYelLIGHTING LOAD(c)BluLIGHTING LOAD(a)LIGHTING LOAD(b)VioGryVioGryVioGryVioGryUnswitchedHot Blk120/277VEARTHGROUNDGrnVioGryVioGryIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.PROJECT NO.NOTICE:PROJECT DATE:REVISIONS:OWNER / CLIENT:DRAWING TITLE:PROJECT:E-9042018-02-07APRIL 15, 2020GUTHRIE MEDICALGROUPDETAILS -ELECTRICALFINAL BIDDING ANDPERMIT SETWILLOW AVE ITHACA, NY 14580GUTHRIE ITHACAMEDICAL OFFICEBUILDINGIBC# 19102NTS1CABLE TRAY INSTALLATION DETAILNTS2ROOM CONTROLLER DETAILNUMBER DATE ISSUED BY DESCRIPTION