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Home My WebLink AboutStatler Hall and AuditoriumGENERAL CODE DATA Location:130 Statler Drive in Ithaca, 14853, Tompkins County, State of New York Applicable Codes and Standards · 2010 Building Code of New York State · 2010 Existing Building Code of New York State · 2010 Fire Code of New York State · ICC/ANSI 117.1-2003 Accessible and Usable Buildings and Facilities · Energy Conservation Construction Code of New York State · Americans with Disabilities Act Architectural Guidelines (ADAAG) Occupancy Group Classification (303.1 and 304.1) Mixed Occupancy, Non-separated Use · Use Group A3 Assembly · Use Group B Business Construction Type (602.2) and Fire Protections (Chapter 9) · Type IB Protected · Fully Sprinklered – Complies with 903 Classification of Work (2010 Existing Building Code of New York State) · Alteration - Level 2 ARCHITECT: KSS Architects LLP 150 S. Independence Mall West Philadelphia, Pennsylvania 19106 Tel: 215-320-3000 ABBREVIATIONS ABOVE FINISHED FLOOR ACCESS DOOR ACOUSTICAL ACOUSTICAL CEILING BOARD ACOUSTIC CEILING TILE ADHESIVE ADJACENT ADJUSTABLE AIR CONDITIONING ALTERNATE ALUMINUM ANCHOR BOLT ANGLE ANODIZED APARTMENT ARCHITECT, ARCHITECTURAL ASPHALT AUTOMATIC AVERAGE BALANCE BALLED & BAGGED BARRIER FREE BASEMENT BEAM BEARING BEDROOM BETWEEN BEVELED BITUMINOUS BLOCK BLOCKING BOARD BY OTHERS BOTTOM BOTTOM OF CURB BOTTOM OF STEEL BRACKET BRICK BRICK COURSE BUILDING BUILT-UP ROOFING CABINET CARPET CASING BEAD CHALK BOARD CAST IRON CEILING CEMENT, CEMENTITIOUS CEMENT PLASTER CENTER CENTER LINE CERAMIC TILE CHANNEL CLEAR, CLEARANCE CLEAR TEMPERED PLATE GLASS CLOSET COLUMN COLD ROLLED CHANNEL COMPOSITE COMPRESSIBLE CONCRETE CONCRETE MASONRY UNIT CONFERENCE CONSTRUCTION CONTINUOUS CONTROL CONTROL JOINT CONVECTOR CORRIDOR COUNTER FLASHING COURSE CUBIC FEET DAMPPROOFING DEPARTMENT DETAIL DIAGONAL DIAMETER DIFFUSER DIMENSION DISPENSER DIVISION DOOR DOUBLE DOWN DRAWING EACH EAST ELASTOMERIC ELECTRIC, ELECTRICAL ELECTRIC WATER COOLER ELEVATION ELEVATOR EMERGENCY ENCLOSURE ENTRANCE EQUAL EQUIPMENT EXHAUST EXISTING EXPANSION JOINT EXPOSED EXTERIOR EXTRUSION, EXTRUDED FEET FIBERGLASS FIBERGLASS REINFORCED FILLER PANEL FINISH FINISH TO FINISH FIRE EXTINGUISHER CABINET FIRERETARDANT TREATED FLOOR DRAIN FLOOR FLUORESCENT FOOTING FOUNDATION FRAME FULL SIZE FURNISH FURRING GAGE, GUAGE GALLON GALVANIZED GENERAL CONCRETE GLASS GLASS FIBER REINFORCED CONC GLAZE GLUE LAMINATED GRADE GROUND GYPSUM GYPSUM WALLBOARD HAND HANDICAPPED HANDRAIL HARDBOARD HARDWARE HEAD HEAT HEATING, VENTILATING AND A/C HIGH HIGHPOINT HIGHWAY HOLLOW CORE HOLLOW METAL HOLLOW STRUCTURAL SECTION HORIZONTAL HORSEPOWER HOUR HYDRANT INCHES INCLUDE INSIDE DIAMETER INSULATION INTERIOR INVERT JANITOR JOINT JANITOR CLOSET KILN DRIED KITCHEN KNOCKOUT KICK PLATE LAMINATED LAVATORY LEAD COATED COPPER LEFT LEFT HAND AFF AD ACOUS ACB ACT ADH ADJ ADJUST AC ALT ALUM AB L ANOD APT ARCH ASPH AUTO AVG BAL B&B BF BSMT BM BRG BR BTWN BEV BIT BLK BLKG BD BO BOT,B BOC BOS BRKT BRK BC BLDG BUR CAB CPT CASING BD CB CI CLG CEM CEM.PLAS CTR CLG CT CH CLR CTP CLOS COL CRC COMP COMPR CONC CMU CONF CONST CONT CONTR CJ CONV CORR CTR FLASH'G C CF DP DEPT DTL DIAG DIA DIFF DIM DISP DIV DR DBL DN DWG EA E ELAST ELEC EWC EL ELEV EMERG ENCL ENTR EQ EQUIP EXH EXIST EJ EXP EXT EXTR FT FIB FRP FP FIN FTF FEC FTD FD FL FLUOR FTG FDN FR FS FURN FUR GA GAL GALV GC GL GFRC GLZ GLU LAM GD GND GYP GWB HND HCP HNDRL HDBD HDWE HD HT HVAC H HPT HWY HC HM HSS HORZ HP HR HYD IN INCL ID INSUL INT INV JAN JT JC KD KIT KO KP LAM LAV LCC L LH LENGTH LIGHTING LIGHTWEIGHT LIVING ROOM LONG LOUVER LOW POINT MACHINE MAINTENANCE MANUFACTURER MARKER BOARD MASONRY MASONRY OPENING MATERIAL MECHANICAL MEMBRANE METAL METAL CEILING PANEL MEZZANINE MINIMUM MISCELLANEOUS MODIFIED BITUMINOUS MOLDING MOUNTED MOVABLE MULLION MULTIPLE NATURAL NOMINAL NOMINAL INSIDE DIAMETER NORTH NOT IN CONTACT NOT TO SCALE NUMBER OFFICE ON CENTER OPENING OPPOSITE OUNCE OUTSIDE DIAMETER OVERFLOW DRAIN OVERALL OVERHEAD PAINTED PAIR PANEL PARTITION PARTICLE BOARD PAVEMENT PERFORATED PHILLIP'S HEAD SCREW PHOTOVOLTAIC PLANT PLATE PLASTER PLASTIC LAMINATE PLYWOOD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE PRESSURE TREATED PROTECTION QUARRY TILE RADIUS RAIN WATER CONDUCTOR RAIN WATER LEADER RECESSED RECTANGULAR REFERENCE REFRIGERATOR REINFORCING REINFORCING BAR REMOVABLE REQUIRED REVISION, REVISED RIGHT RIGHT HAND RISER ROOF DRAIN ROOFING ROOM ROUGH OPENING ROUND LG LTG LTWT LR LNG LVR LP MACH MAINT MFR MB MAS MO MATL MECH MEMB MTL MCP MEZZ MIN MISC MOD BIT MLDG MTD MVBL MULL MULT NAT NOM NID N NIC NTS NOM OFF OC OPNG OPP OZ OUT DIA OD OA OH PTD PR PNL PTN PART BD PVMT PERF PHS PV PLT PL PLAS PLAM PLYWD PSF PSI PRES PT, PRTD PROT QT R, RAD RWC RWL REC RECT REF REFR REINF REBAR REM REQD REV RT RH R RD RFG RM RO RND GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES, ALL LOCAL, STATE AND FEDERAL REGULATIONS, AND IN A PROFESSIONAL WORKMAN LIKE MANNER. 2. CONTRACTORS AND THEIR STAFF ARE CONSIDERED BY THE OWNER AND ARCHITECT, THROUGHOUT THE PREPARATION OF DOCUMENTS AND THE CONSTRUCTION SEQUENCE, TO BE KNOWLEDGEABLE PROFESSIONALS SKILLED IN THEIR TRADE, AND THAT THEY ALONG WITH THE ARCHITECT SHALL ENDEAVOR TO PRODUCE A QUALITY PRODUCT. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AFFECTING THE WORK DESCRIBED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES WHICH MAY ALTER OR IMPEDE THE ORIGINAL OR INTENDED DESIGN. 4. OBTAIN, FILE AND PAY FEES FOR ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES. 5. PROVIDE ALL NECESSARY DEMOLITION OR REMOVAL OF EXISTING WORK AS REQUIRED IN CONNECTION WITH THIS PROJECT, INCLUDING SHORING, BRACING, ETC. AND LEGALLY REMOVE UNWANTED MATERIAL AND DEBRIS FROM THE SITE. PROVIDE ADEQUATE BARRICADES AND OTHER TEMPORARY PROTECTION TO PREVENT INJURY TO PERSONS. 6. DO NOT SCALE THE DRAWINGS. GRAPHIC SYMBOLS MATERIAL SYMBOLS EARTH POROUS FILL CONCRETE MASONRY UNIT BRICK CAST STONE STEEL ALUMINIUM PLYWOOD RIGID INSULATION ROUGH WOOD CONTINUOUS BATT INSULATION GYPSUM WALLBOARD GROUT INSULATED METAL PANEL CONCRETE ROUGH WOOD INTERMITTENT FINISHED WOOD ROUGH WOOD CONTINUOUS RUBBER RUBBER BASE RUBBER NAILER FASTENING STRIP SANITARY SCHEDULE SCORED JOINT SEALED SECTION SHEET SIMILAR SOFTWOOD SOLID CORE SOUND ATTENUATION BLANKET SOUND TRANSMISSION CLASSIFICATION SOUTH SPACES SPECIFICATION SQUARE SQUARE FOOT STANDARDQ STEEL STAINLESS STEEL STORAGE STORM STRAIGHT STRUCTURAL STUCCO SUBFLOOR SURFACE SUSPENDED SWITCH SYSTEM TACKBOARD TEMPORARY TERRAZZO TEMPERATURE THERMAL THRESHOLD TONGUE AND GROOVE TOP OF BEAM TOP OF CURB TOP OF WALL TOP OF STEEL TREAD TREATED TYPICAL UNFINISHED UTILITY UNLESS OTHERWISE NOTED VALUE VENEER VENTILATING VERIFY IN FIELD VERTICAL VINYL BASE VINYL COMPOSITION TILE VOLUME WAINSCOT WATER CLOSET WALL COVERING WATERPROOF WATERRESISTANT WEIGHT WELDED WIRE FABRIC WEST WIDE FLANGE WINDOW WITH WITHOUT WOOD YARD RUB RB RNFS SAN SCHED SCD JT SLD SECT SHT SIM SFTWD SC SAB STC S SP SPEC SQ SQ FT STD STL SST STOR ST STR STRUC STC SUBFL SURF SUSP SW SYS, SYST TB TEMP TER TEMP THERM THRESH T & G TOB TC TW TOS T TRTD TYP UNFIN UTIL UON VAL VEN VENT VIF VERT VB VCT VOL WA WC W COV WP WR WT WWF W WF WDW W/ W/O WDW YD School of Hotel Administration Cornell University East Avenue Entry and Second Floor Infill Structural Engineer Civil Engineer MEP Engineer Ithaca, NY 14853 Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590 DRAWING INDEX AD101 DEMOLITION PLANS AD102 DEMOLITION PLANS AD301 DEMOLITION ELEVATIONS ARCHITECTURAL CS1 COVER SHEET CS2 CODE NOTES CS3 EGRESS & LIFE SAFETY GENERAL Metropolitan Acoustics 40 West Evergreen Avenue, Suite 108 Philadelphia, Pennsylvania 19118 215.248.4352 Acoustical Design Trowbridge Wolf Michaels, LLP 1001 West Seneca Street, Suite 101 Ithaca, New York 14805 607.277.1400 Landscape Design H000 GENERAL NOTES & SYMBOLS LIST H100 FLOOR PLANS - HVAC DEMOLITION H101 FLOOR PLANS - HVAC DEMOLITION H200 FLOOR PLANS - HVAC NEW WORK H201 FLOOR PLANS - HVAC NEW WORK H202 FLOOR PLANS - HVAC NEW WORK H300 SNOW MELT H400 HVAC DETAILS H401 HVAC DETAILS H500 CONTROL DRAWINGS - HVAC H501 CONTROL DRAWINGS - HVAC H502 CONTROL DRAWINGS - HVAC H503 SMOKE CONTROL PANEL DIAGRAM H504 SMOKE PURGE AIRFLOW DIAGRAM HVAC REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1/8" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationCS1Cornell UniversityCOVER SHEETIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSITE LOCATION PLAN S001 GENERAL NOTES AND LEGEND SD101 FOUNDATION DEMOLITION PLAN SD102 STRUCTURAL DEMOLITION PLAN S101 FOUNDATION PLAN S102 GROUND FLOOR SLAB PLAN S103 FIRST FLOOR LEVEL FRAMING S104 SECOND FLOOR FRAMING PLAN S105 ROOF FRAMING PLAN S201 FOUNDATION ELEVATION S401 ENLARGED PLANS S402 BRACING ELEVATION S501 TYPICAL DETAILS S502 FOUNDATION DETAILS S510 TYPICAL FRAMING DETAILS S511 FRAMING DETAILS S512 FRAMING DETAILS STRUCTURAL L101 DEMOLITION PLAN L201 LAYOUT PLAN L301 GRADING PLAN L401 PLANTING PLAN L402 TURF SOILS AND MULCH PLAN L501 SITE DETAILS L502 SITE DETAILS LANDSCAPE C101 SITE UTILITY PLAN C201 SITE UTILITY DETAILS CIVIL E000 SYMBOLS & GENERAL NOTES ED100 FLOOR PLAN - ELECTRICAL DEMO ED101 FLOOR PLAN - ELECTRICAL DEMO ED102 FLOOR PLAN - ELECTRICAL DEMO EL100 FLOOR PLAN - LIGHTING NEW WORK EL101 FLOOR PLAN - LIGHTING NEW WORK EL102 SITE PLAN - ELECTRICAL EP100 FLOOR PLAN - POWER NEW WORK EP101 FLOOR PLAN - POWER NEW WORK EP102 FLOOR PLAN - POWER NEW WORK EP103 FLOOR PLAN - POWER NEW WORK E500 ELECTRICAL DETAILS E600 ELECTRICAL SCHEDULES ELECTRICAL FP000 GENERAL NOTES & SYMBOLS LIST FPD100 FLOOR PLAN - FIRE PROTECTION DEMO FPD101 FLOOR PLAN - FIRE PROTECTION DEMO FP100 FLOOR PLAN - FIRE PROT. NEW WORK FP101 FLOOR PLAN - FIRE PROT. NEW WORK FIRE PROTECTION WORK LIMIT AREA SCHOOL OF HOTEL ADMINISTRATION NORTH A101 GROUND FLOOR PLAN A102 FIRST FLOOR PLAN A103 SECOND FLOOR PLAN A104 ROOF PLAN A201 REFLECTED CEILING PLANS A202 SECOND FLOOR REFLECTED CEILING PLAN A301 EXTERIOR ELEVATIONS A401 BUILDING SECTION A402 BUILDING SECTION A410 WALL SECTIONS A411 WALL SECTIONS A412 WALL SECTIONS A413 INFILL ENTRY DETAILS A414 INFILL ENTRY DETAILS A415 INFILL ENTRY DETAILS A416 PARAPET DETAILS A601 ENLARGED PLANS A602 CUH CABINET DETAILS A603 CUH CABINET DETAILS A604 ENLARGED CANOPY DETAILS A605 ENLARGED CANOPY DETAILS A611 FIREPLACE DETAILS A701 INTERIOR ELEVATIONS A702 INTERIOR ELEVATIONS A703 MILLWORK DETAILS A901 SECOND FLOOR FINISH PLANS A902 CURTAIN WALL ELEVATIONS & DETAILS A903 DOOR SCHEDULE & WINDOW DETAILS BID SET PLUMBING P000 GENERAL NOTES & SYMBOLS LIST P100 FLOOR PLAN - PLUMBING P101 FLOOR PLAN - PLUMBING NTS . No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 2 2 REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 2012.21786 12/09/2013School of Hotel AdministrationCS2Cornell UniversityCODE NOTESIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo. Date Description UPDNUPUPUPUPUPUPUPBENCHDNUPDNDNUPUPUPUPUPUPDNDNUPUPUPDNUPUPDNAUDITORIUM STATLER TO BELOW OPEN 20RUP5RDNSTAIRS 2DN 20RUP 21RBENCHDNDNDNUPDNUPDNUPDNUPUPUP DN DN DN UP STUDENT LOUNGE 2,680 SF STUDENT LEARNING CENTER 8,000 SF 349100 SHA OFFICES TEMPORARY OPENING WITH NEW DOOR 101 EXSITING DOUBLE DOORS TO REMAIM FOOD LAB & CLASSROOM 278 K J H G F E D 32 31 28 31.8 30 L2M L 29 VESTIBULE G0052 EXISTING STUDENT LEARNING CENTER G80 EXISTING STUDENT LOUNGE G70 6900 NSF 349 2680 NSF 110 224509 175 ATRIUM G71 224 450 NSF 130 110 174 130 639 EGRESS DOOR: 72" EGRESS DOOR: 72" EGRESS DOOR: 72" EGRESS DOOR: 72" EGRESS DOOR: 72" 12'-0" TOTAL DOOR WIDTH EXCEEDS REQUIRED 639 x 0.15" = 96" = 8'-0" G2 28.9 30.9 31.5 K J H G F E D 32 31 31.8 K.6 30 L2M L 29 59'59'-0" / 3 = 19'-4" WITH SPRINKLERS 23'EGRESS DOOR: 36" EGRESS DOOR: 36" 6'-0" TOTAL DOOR WIDTH EXCEEDS REQUIRED 87 x 0.15" = 13" = 1'-1" EGRESS DOOR DISTANCE 23'-0" > 19'-4" EXCEEDS REQUIRED 1300 SF 87 47 40 FIRE RATED DOOR 40 47 FIRE RATED DOUBLE DOORS G2 28.9 30.9 31.5 H.1 H.2 31.1 31.2 31.3 LEGEND NEW CONSTRUCTION 1 HR FIRE SEPARATION FIELD OFFICE WORK AREA TEMPORARY PARTITION K J H G F E D 32 31 31.8 30 L2M L 29 G2 28.9 30.9 31.5 31.1 31.2 31.3 EXISTING MEZZANINE 10054 EXISTING ALUMNI AFFAIRS 174 OPEN TO BELOW OPEN TO BELOW 23 22 22 23 45 672 SF 1721 SF EXISTING STUDENT SERVICES 180 REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationCS3Cornell UniversityEGRESS & LIFE SAFETYIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/32" = 1'-0"CS3 1 Temporary Egress Diagram and Partition Plan - Ground Floor 1/32" = 1'-0"CS3 2 Temporary Egress Diagram and Partition Plan - First Floor 1/32" = 1'-0"CS3 3 Temporary Egress and Partition Plan - Second Floor 3/32" = 1'-0"CS3 4 Ground Floor Egress Plan 3/32" = 1'-0"CS3 5 Second Floor Egress Plan 3/32" = 1'-0"CS3 6 First Floor Egress Plan 2 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 2 CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITST ST STSTSTSTSTSTST UDUDUDUDSTSTSTSTSTSTSTSTSTSTSTSTAREA DRAINTF=810.80INV=807.80AREA DRAINTF=810.80INV=807.50AREA DRAINTF=810.70INV=807.10CONNECT TO EXISTINGMH@INV=807.1010" CPPSTORM10" CPPSTORM10" CPPSTORMRAISE EXISTING FRAME &COVER TO NEW GRADE -SEE GRADING PLAN L301RAISE EXISTING FRAMES &COVERS TO NEW GRADES -SEE GRADING PLAN L301RAISE EXISTING FRAME &COVER TO NEW GRADE -SEE GRADING PLAN L301MAINTAIN EXISTING 4" STORM.VERIFY DEPTH AND LOCATION WITHTEST PIT PRIOR TO STARTING THEWORK. REPLACE WITH 4" CASTIRON WITHIN ADDITION FOOTPRINT.STEP FOOTING AS NECESSARY PERSTRUCTURAL DETAILS.RAISE EXISTING FRAMES &COVERS TO NEW GRADES -SEE GRADING PLAN L301REPLACE SOLID COVER ONSTORM MANHOLE WITHSLOTTED GRATERAISE EXISTING CLEANOUT TO NEWGRADE - SEE GRADING PLAN L301REPLACE OR RELOCATE ANY EXISTINGPIPES ASSOCIATED WITH CLEANOUT IFTHEY ARE DISTURBED BY CONSTRUCTIONOF THE NEW FOUNDATION.PROTECT EXISTINGSTANDPIPESNOWMELT SYSTEM. SEEDWG H300SNOWMELT SYSTEM. SEEDWG H30012 LF TRENCH DRAIN2/C201CONNECT TRENCH DRAINTO AREA DRAIN W/ 6" CPP12 LF TRENCH DRAIN2/C201CONNECT TRENCH DRAINTO TRENCH DRAIN W/ 4" CPP26 LF TRENCH DRAIN2/C201CONNECT TRENCH DRAINTO STORM MANHOLE W/ 6"CPP AT INV=807.004" UNDERDRAIN AT BACK OFWALL. SEE DWG L501.CONNECT 4" UNDERDRAINTO EXISTING STORM MH ATINV=810.00CLEANOUT3/C201EXCAVATE TEST PIT TO DETERMINELOCATION AND ELEVATION OF SEWERTO GREASE TRAP PRIOR TO STARTINGTHE WORK.EXCAVATE TEST PIT TO DETERMINELOCATION AND ELEVATION OF SEWERPRIOR TO STARTING THE WORK.NEW BUILDING ENTRYCONNECT CANOPYDOWNSPOUT TO 4" DRAINWITH STAINLESS STEELDOWNSPOUT BOOT ATINV=809.114" STORMCLEANOUT3/C201INV=808.624" STORMCONNECT CANOPYDOWNSPOUT TO 4" DRAINWITH STAINLESS STEELDOWNSPOUT BOOT ATINV=809.114" STORMCONNECT WITH 4X4 WYEINV=808.2216 LF TRENCH DRAIN2/C201CONNECT AT CENTER WITH TRENCHMANUFACTURER'S CATCH BASIN4" STORMCONNECT WITH 4X4 WYEINV=808.12CONNECT 4" CANOPY &TRENCH DRAIN TO EXISTINGSTORM MH AT INV=807.80SEE GRADING PLAN L301 FOR TOP OFFRAME ELEVATION OF NEWDRAINAGE STRUCTURES AND DRAINS22GRAPHIC SCALEGRAPHIC SCALEREVISIONSK S S A R C H I T E C T S L L PProject No.:Issued: 12/09/2013Scale: As ShownPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-30002012.21786School of Hotel Administration Cornell University Ithaca, NY 14853Clark Engineering & Surveying P.C.New Lebanon, NY 1212520 Shaker Road, PO Box 730518.794.8613M/E Engineering150 North Chestnut StreetRochester, New York 14604585.288.5590East Avenue Entry and Second Floor InfillNo. Date DescriptionLandscape Architects1001 West Seneca Street, Suite 101Ithaca, New York 14850607.277.1400Trowbridge Wolf Micheals100% ConstructionDocumentsMEP / FP:LANDSCAPE:STRUCTURAL / CIVIL:ARCHITECT:C101SITE UTILITY PLAN2 Feb 27 2014 PR 1-9 & ASI 001 NOTES: 1. COMPACT ALL BACKFILL TO 95% PROCTOR (ASTM D1557)12" MIN.DEPTH AS SHOWN ON THE PLANS(5'-0" MIN. WATER MAINS)TRENCH WIDTHPIPE O.D. + 2'-0""D"6" MIN. BEDDING(NO 2 CRUSHED STONEOR CUSHION SAND)SEWER OR WATER MAINSHEETING OR STABLE SIDESLOPES. COMPLY WITH OSHAREGULATIONS AND NYSDOLINDUSTRIAL CODE 23.INITIAL BACKFILL SELECT GRANULARFILL OR NO. 2 CRUSHED STONEAPPROVED ON-SITE MATERIAL ORSELECT GRANULAR FILL A.O.B.E.ROAD SUBGRADE AS APPLICABLEPAVEMENT OR TURF RESTORATIONFINISHED GRADEWARNING TAPE (METALLIC FOR NON METALLIC PIPE)EXPANSION JOINTDEPTH OFDRAIN + 6"6" MIN.6" SELECT GRANULAR FILL#4 REBAR @ 10" o.c.4500 PSI CONCRETE4" TRENCH DRAINACO MODEL KS-100 WITH ADACOMPLIANT LONGITUDINALSTAINLESS STEEL GRATEEXPANSION JOINTSIDEWALK5.12"4"4"LC4"CONCRETE ENCASEMENT(3,000 P.S.I. CONCRETE,4,500 PSI CONCRETE IN SIDEWALKS)HEAVY DUTY COVER WITHLETTERS "C.O." CAST IN10"FINISHED GRADESEWER OR DRAIN45° LONG RADIUS PVCSIZE AS INDICATEDP.V.C.45° LONG RADIUS PVCP.V.C.FERRULE WITH CUTOFF SECTIONTHREADED CLEANOUT PLUGADJUSTABLE HOODCLEANOUT SERIES 55000-5JOSAM MANUFACTURING CO. ORAPPROVED EQUALNYOPLAST12"Ø DRAIN BASINHINGED GRATEPEDESTRIAN (H-10) RATEDWITH TAMPERPROOF CLOSURE6"SUMP10"Ø CPPREVISIONSK S S A R C H I T E C T S L L PProject No.:Issued: 12/09/2013Scale: As ShownPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-30002012.21786School of Hotel Administration Cornell University Ithaca, NY 14853Clark Engineering & Surveying P.C.New Lebanon, NY 1212520 Shaker Road, PO Box 730518.794.8613M/E Engineering150 North Chestnut StreetRochester, New York 14604585.288.5590East Avenue Entry and Second Floor InfillNo. Date DescriptionLandscape Architects1001 West Seneca Street, Suite 101Ithaca, New York 14850607.277.1400Trowbridge Wolf Micheals100% ConstructionDocumentsMEP / FP:LANDSCAPE:STRUCTURAL / CIVIL:ARCHITECT:C201SITE UTILITYDETAILS LEGENDCONCRETE PAVEMENT TOBE REMOVEDPRECAST CONCRETE WALLSTO BE REMOVEDTREE PROTECTION FENCESAWCUT PAVEMENTTREE TO BE REMOVEDCONTRACT LIMIT LINEREMOVE LIGHT POLEREMOVE EXISTING VEGETATIONRELOCATE VEHICULAR TRAFFIC SIGNREMOVE CONCRETE BOLLARDSREMOVE GRANITE CURBREMOVE ASPHALT PAVEMENTCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITSTATLER HALLREMOVE EXISTING VEGETATION(COORDINATE WITH OWNER)REMOVE LIGHT FIXTURESAND RETURN TO OWNERREMOVE CONCRETE PAVINGREMOVE PRECAST CONCRETE WALLREMOVE TREEREMOVE EXISTING VEGETATION(COORDINATE WITH OWNER)REMOVE PRECAST CONCRETEEXISTING TRAFFIC SIGN TO REMAIN AND BE PROTECTEDREMOVE CONCRETE PAVINGSAWCUT CONCRETE AT NEAREST JOINTRELOCATE LIGHT FIXTURE(TO BE COORDINATED WITH CAMPUSPLANNING AND FACILITIES ENGINEERING)RELOCATE TRAFFIC SIGNSAWCUT CONCRETE AT NEAREST JOINTCAMPUS ROADREMOVE CONCRETE BOLLARDSEXISTING LIGHT FIXTURE TOREMAIN AND BE PROTECTEDEXISTING LIGHT FIXTURE TO REMAIN AND BE PROTECTEDPROTECT EXISTING STANDPIPEREMOVE TREECURB TO REMAINREMOVE TREEEXISTING MANHOLES (SEE CIVIL)EAST AVENUEREMOVE TREEREMOVED GRANITE CURBSAWCUT ASPHALT PAVEMENTGENERAL NOTES - DEMOLITIONDEMOLITION NOTES:1.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS,CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS.2.CONTRACTOR TO SCHEDULE WITH THE OWNER AND FOLLOW ANY APPLICABLEPROCEDURES WHEN WORK NEAR ANY ADJACENT BUILDING INGRESS OR EGRESS, ORPUBLIC SIDEWALK WILL TAKE PLACE AND IF TEMPORARY/PARTIAL CLOSURE NEEDS TOOCCUR.3.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUNDUTILITIES ON SITE PRIOR TO EXCAVATION.4.AS PER N.Y.S. INDUSTRIAL CODE 753: CONTRACTOR TO CALL DIG SAFELY NEW YORK(1-800-962-7962) TO LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NOLESS THAN TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING,EXCAVATING, DRIVING POSTS, ETC.5.EXISTING CONCRETE BOLLARD, LIGHT POLE, PRECAST SEATWALLS, AND ANY ADDITIONALSTRUCTURE FOOTINGS TO BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED ONPLAN.6.7.BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE EXCAVATED TOSUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE BASE COURSE.8.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITIONWORK.9.ALL REMOVED/DEMOLISHED MATERIAL SHALL BECOME CONTRACTOR'S PROPERTY ANDREMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRSTREFUSAL ON ALL DEMOLISHED MATERIAL.10.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" ANDLARGER.11.DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIPLINE OF TREES.12.CLEAN OUT PIPES AND BOXES WILL BE IMPACTED BY NEW FOUNDATIONS. GENERALCONTRACTOR WILL BE REQUIRED TO MODIFY EXISTING PIPES AND BOXES TOACCOMMODATE NEW CONSTRUCTION.13.PROTECT EXISTING STANDPIPE, AND MANHOLES. REFER TO SHEET C101 FORMODIFICATIONS OF EXISTING CIVIL UTILITIES.REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:9/25/2013 8:34:23 AM C:\Users\JKonicek\Documents\SHA East Entry_786_JKonicek(Recovery).rvt REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:2012.2178612/09/2013School of Hotel Administration Cornell University Ithaca, NY 14853Clark EngineeringNew Lebanon, NY 1212520 Shaker Road, PO Box 730518.794.8613M/E Engineering150 North Chestnut StreetRochester, New York 14604585.288.5590East Avenue Entry and Second Floor InfillNo.DateDescriptionJan 17 2014 Addendum 41Feb 27 2014PR 1-9 & AS0012L101DEMOLITION PLAN0010'20'2 LEGENDADA DETECTABLE WARNING PLATESSTONE SLAB SEATING & RETAINING WALCONCRETE PAVEMENT(BROOM FINISH)CONCRETE PAVEMENT(EXPOSED AGGREGATE FINISH)SAWCUT PAVEMENTCONTRACT LIMIT LINEEXPANSION JOINTEJASPHALT PAVEMENTCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITSTATLER HALLCAMPUS ROAD 11,12L501BLUESTONE SLAB RETAINING WALL5L501BIKE RACK (TYP.)1,2,3L501CONCRETE PAVEMENT(BROOM SWEPT FINISH)1,2,3L501CONCRETE PAVEMENT(EXPOSED AGGREGATEFINISH - TYP.)9L501STONE SLAB SEATING (TYP.)1,2,3L501CONCRETE PAVEMENT(EXPOSED AGGREGATE FINISH)1,2,3L501CONCRETE PAVEMENT(BROOM SWEPT FINISH)6L501CURB RAMP1,2,3L501SAWCUT AT NEAREST JOINTSAWCUT AT NEAREST JOINTN.I.C. - FUTURE ROAD CURB LINE(TO BE CONSTRUCTED AS PART OF SEPARATEFUTURE PROJECT - FOR REFERENCE ONLY)RELOCATED STOP SIGNCONCRETE PAVEMENT(BROOM SWEPT FINISH)IN-GRADE UPLIGHTS - TYP. (SEE ELECTRICAL)EXISTING STREET POLE LIGHT TO REMAIN4L501PIN AT BUILDING THRESHOLDEXISTING STREET POLELIGHT TO REMAIN6L501CURB RAMPALIGN TO EXISTING DROP CURB JOINTALIGN TO EXISTING DROP CURB JOINTR5.00'R 5 . 0 0 '5.00'(TYP.)EJ EJ EJ EJ EJ EJEJEJ EJ EJ EJ EJ EJ EJ EJEJEJEJEJEJ STREET POLE LIGHT(SEE ELECTRICAL)7.25' 12.50' 2.50' 2.50' 4.00'24.75'12.75'12.00'12.00'12.00'4.50'12.75'5.00'18.00'R6. 00 ' +/- 4.00' (TYP.)+/- 4.50' (TYP.)10.00' (TYP.)+/- 58.75'28.00'58.25'10.50'+/- 7.75'24.75'+/- 20.00'5.25'+/- 16.25'10.00'17.75'+/-27.00'21.00'6.00'2.00' (TYP.)6.50'6.50' 5.00' 7.50'6.50'6.50'+/-58.75'+/-8.25'(TYP.)2.50' (TYP.)5.50'(TYP.)5.00'(TYP.)5.00'(TYP.)5.00'(TYP.)5.00'(TYP.)5.00'(TYP.)2.50' (TYP.)5.50'(TYP.)8.50' 17.00'16.50'3.25'1.50'(TYP.)6.00' (TYP.)3.00'R5 . 0 0 '26.75'+/-5.00' +/- 6 . 0 0 '6.006.006. 0 0 6.00 + / - 5 . 0 0 'EAST AVENUEEXISTING CROSSWALK STRIPING8.25'12.00'21.00'16.50'EJEJ EJ EJ EJEJ 16.50'18.00'(SCORING PARALLELTO BUILDING ENTRANCE FACADE)5.00'6.00'7L50114L501GRANITE CURB10L501ASPHALT PATCH2.00'3L5024.1L502 4.2 L502 8.00' (TYP)REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:9/25/2013 8:34:23 AM C:\Users\JKonicek\Documents\SHA East Entry_786_JKonicek(Recovery).rvt REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:2012.2178612/09/2013School of Hotel Administration Cornell University Ithaca, NY 14853Clark EngineeringNew Lebanon, NY 1212520 Shaker Road, PO Box 730518.794.8613M/E Engineering150 North Chestnut StreetRochester, New York 14604585.288.5590East Avenue Entry and Second Floor InfillNo.DateDescriptionJan 17 2014 Addendum 41Feb 27 2014PR 1-9 & AS0012GENERAL SHEET NOTES - LAYOUT1.SEE CIVIL DRAWINGS FOR LAYOUT OF UNDERGROUND UTILITIES.2.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORTDISCREPANCIES TO LANDSCAPE ARCHITECT FOR INSTRUCTION BEFORE PROCEEDING. DONOT MEASURE DRAWINGS.3.WALKS, DRIVES, PARKING & BUILDING LOCATIONS TO BE LAID OUT IN THE FIELD BY ALICENSED SURVEYOR.4.DIMENSIONS TO CURBS ARE TO EXPOSED FACES UNLESS NOTED OTHERWISE.5.SEE GRADING PLAN L301 FOR SPOT ELEVATIONS AT SITE FEATURES INCLUDING TOP ANDBOTTOM OF SITE WALLS AND CORNERS OF PAVEMENTS.6.THERE IS NO GUARANTEE THAT ALL EXISTING UNDERGROUND OR OVERHEAD UTILITIES,WHETHER FUNCTIONAL OR ABANDONED WITHIN THE PROJECT AREA ARE SHOWN ON THEPLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIESBEFORE STARTING WORK AND SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROMTHE WORK AS SHOWN ON THE DRAWINGS.7.CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC SIGNS WHERE NECESSARY, CONSISTENTWITH ALL RELEVANT BUILDING CODES.8.INSTALL EXPANSION JOINTS EVERY 30' IN CONCRETE AS NOTED ON PLANS AND IN AREASWHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.9.REFER TO DETAIL 1/H400 FOR RADIANT SNOWMELT SYSTEM INSTALLATION10.REFER TO SHEET H300 FOR EXTENTS OF RADIANT SNOWMELT SYSTEM.L201LAYOUT PLANSITE FURNISHINGS SCHEDULESYMBOLQTYITEMMANUFACTURER / MODELCOMMENTS5BICYCLE RACKDERO / CORNELL HOOP RACKFINSHES: SEE SPECIFICATIONS0010'20'2 CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITSTATLER HALLCAMPUS ROADEAST AVENUEEL 810.38EL 810.43TC +/- 810.98BC +/- 810.48TC 810.85BC 810.33TC 810.85BC 810.33EL 810.36TC +/- 811.06BC +/- 810.46EL 810.88EL 810.93EL 810.868112.0%EL 813.80EL 812.15EL 812.15EL 811.50812.02TW 813.38BW 811.88EL 814.00EL 811.40EL 811.30EL 812.122.0% 2.0% 2.0% 2.0%TIE INTO EXISTING GRADE(+/-814.00 )TIE INTO EXISTING CURBEL 811.06EL 811.663.5%TIE INTO EXISTING GRADE(+/-812.22 )811812EL 812.15812811811EL 812.05TW 813.38BW 811.95TW 813.38BW 812.50TW 813.38BW 813.25TW 815.04BW 814.50TW 816.71BW 815.16TW 816.71BW 816.60TW 813.27BW 811.72TW 813.27BW 811.77TW 813.27BW 811.72TW 813.27BW 811.67TW 813.30BW 811.85TW 813.30BW 811.90TW 813.30BW 811.80TW 813.42BW 811.87TW 813.42BW 811.92TW 813.42BW 812.00TW 813.22BW 812.62TW 813.22BW 811.72EL 811.82EL 811.80EL 811.69EL 811.88EL 812.081.4%EL 812.21EL 812.10SLOPE TODRAIN2.0%TW 816.71BW 812.238148178168158131.8%EL 811.758128 1 2TIE INTO EXISTING GRADE(+/-813.70 )TRENCH DRAINS - LEVEL WITH GRADE(SEE SHEET C101)TC +/- 811.52BC +/- 811.01TC +/- 811.56BC +/- 811.082.0%2 . 0%2.0%ADJUST TOPROPOSEDGRADERIM 810.80RIM 810.70ADJUST TOPROPOSEDGRADEADJUST TOPROPOSEDGRADERIM 810.80PROTECT EXISTINGSTANDPIPE TO REMAINEL 811.30EL 811.36EL 811.60TW 813.30BW 811.85TW 813.22BW 811.67EL 811.60TW 816.71BW 812.05EL 812.09EL 812.02TW 813.38BW 811.92TW 813.38BW 812.00TW 813.38BW 811.88TW 816.71BW 811.98TW 815.04BW 811.96TW 816.71BW 812.05EL 811.86EL 811.701.1%TW 813.47BW 811.92TW 813.47BW 811.97TW 813.47BW 811.87TW 813.47BW 811.924.5%1.5%ADJUST TOPROPOSEDGRADE812 1.5%TW 813.42BW 812.94TW 813.22BW 811.67EL 811.55811.92EL 811.80TRENCH DRAIN - LEVEL WITH GRADE(SEE SHEET C101)RIM 811.64RIM 811.69EL 811.741.8% 1.8% 1.8% 1.8%EL 812.122.0%2 . 0% 4" DEEP SWALE LCLCEL +/- 811.03EL +/-811.06TIE INTO EXISTING ASPHALTSLOPE TODRAINLEGENDEXISTING CONTOUR MAJOR CONTOUR SPOT ELEVATION+846.00EXISTING SPOT ELEVATIONBW = BOTTOM OF WALLTW = TOP OF WALL CONTOURBC = BOTTOM OF CURBTC = TOP OF CURBEL = SPOT ELEVATIONRIM = RIM ELEVATIONAREA DRAINMANHOLEREVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:9/25/2013 8:34:23 AM C:\Users\JKonicek\Documents\SHA East Entry_786_JKonicek(Recovery).rvt REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:2012.2178612/09/2013School of Hotel Administration Cornell University Ithaca, NY 14853Clark EngineeringNew Lebanon, NY 1212520 Shaker Road, PO Box 730518.794.8613M/E Engineering150 North Chestnut StreetRochester, New York 14604585.288.5590East Avenue Entry and Second Floor InfillNo.DateDescriptionJan 17 2014 Addendum 41Feb 27 2014PR 1-9 & AS0012GENERAL SHEET NOTES - GRADING1.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUNDUTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADINGSTART.2.3.GRADING AROUND EXISTING TREES TO BE MINIMIZED.4.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CAREIS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATIONAND/OR EXCAVATION WITH AN AIR SPADE WILL BE REQUIRED WHERE EXISTING TREEROOTS ARE PRESENT.5.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BEADJUSTED TO MEET GRADES.6.SEE CIVIL, ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITIES.7.THE CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY PRIOR TOCOMMENCEMENT OF EARTHWORK OPERATIONS. ANY DISCREPANCIES WHICH WILL AFFECTTHE WORK REQUIRED AS PART OF THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELYREPORTED TO THE LANDSCAPE ARCHITECT.8.L301GRADING PLAN0010'20'222222 TREESEE 2/L502SHRUBS / PERENNIALSSEE 1/L502LEGENDCONTRACT LIMIT LINECONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITSTATLER HALLCAMPUS ROADIV20RT12MSA90PO11GSA49RT12DID18IV25 PO18IV3MSA60PO11PO6DID29PO15MSA28GSA9GSA28MSA26DID28IV20IV17GSA41PO10DID28RT25PAH112GSA42ZSW1ZSW1MSA28ZSW1ZSW1GSA33CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITCAMPUS ROAD MM/DD/YYYYDRAWNBYCHECKEDBYGENERAL SHEET NOTES - PLANTING1.TOPSOIL MUST BE SCREENED AND AMENDED TO MEET PROJECT SPECIFICATIONS. SEEWRITTEN SPECIFICATIONS FOR REQUIREMENTS OF VARIOUS SOIL MIXES.2.ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED INTHEIR ENTIRETY WITH 30" OF PLANTING SOIL MIX. LAWN AREAS TO BE PREPARED WITH 4"OF TOPSOIL PER SPECIFICATIONS.3.AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE SHRUBS ANDPERENNIALS AS SHOWN ON PLANS. SHRUB AND PERENNIAL LOCATIONS ARE TO BEAPPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED.4.NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES.5.ALL DISTURBED AREAS THAT ARE NOT SHOWN AS PAVED OR PLANTED BED ARE TO BESODED AS LAWN. PREPARE AND SOD LAWN AS PER SPECIFICATIONS, UNLESS OTHERWISEINDICATED.6.ALL PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICANSTANDARD FOR NURSERY STOCK".7.MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS.8.SEE DRAWING L402 FOR LIMITS OF LAWN PLANTING9.SEE DRAWING L402 FOR LIMITS OF VARIOUS SOIL MIXES.REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:9/25/2013 8:34:23 AM C:\Users\JKonicek\Documents\SHA East Entry_786_JKonicek(Recovery).rvt REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:2012.2178612/09/2013School of Hotel Administration Cornell University Ithaca, NY 14853Clark EngineeringNew Lebanon, NY 1212520 Shaker Road, PO Box 730518.794.8613M/E Engineering150 North Chestnut StreetRochester, New York 14604585.288.5590East Avenue Entry and Second Floor InfillNo.DateDescriptionJan 17 2014 Addendum 41Feb 27 2014PR 1-9 & AS0012L401PLANTING PLANSYMBOLQTYBOTANICAL NAMECOMMON NAMESIZEROOTCOMMENTSPERENNIALSTPBTulipa 'Bastogne'Bastogne TulipBulb4" O.C.NPDNarcissus poeticus var. Mount HoodMount Hood DaffodilBulb4" O.C.IHBIris hollandica 'Blue Pearl'Blue Pearl Dutch IrisBulb4" O.C.MSAMiscanthus sinensis 'Little Kitten'Little Kitten Maidenhair Grass#3Cont.PAHPennisetum alopecuroides 'Hamlen'Dwarf Fountain Grass#2Cont.SYMBOLQTYBOTANICAL NAMECOMMON NAMESIZEROOTCOMMENTSSHRUBSDIDDiantus deltoides 'Arctic Fire'Arctic Fire Maiden PinksGSAGeranium sanguineum 'Album'White Bloody CranesbillIVIlex x 'Mondo'Little Rascal Holly#5ContPOPhysocarpus opulifoliusTiny Wine Ninebark#3ContRTRosa x 'Taniripsa'Glacier Magic Shrub Rose#3Cont#5Cont#5ContMale, FullPERENNIAL & SHRUB PLANTING PLANBULB PLANTING PLANUNDERPLANT PERENNIALS WITH BULBSUNDERPLANT PERENNIALS WITH BULBS0010'20'0010'20'BULBSSYMBOLQTYBOTANICAL NAMECOMMON NAMESIZEROOTCOMMENTS857149103202232112290029001100TREESZSWZelkova serrata 'Wireless'Wireless Zelkova3" cal.ContMale4FullFullFullFullFullFull22222 LEGENDSTRUCTURAL SOIL (REFER TO DETAIL 13/L501)PLANTING BED WITH SHREDDED HARDWOOD MULCH30" PLANTING SOIL MIX AND 4" MULCH (REFER TODETAL 1/ L502)SOD (REFER TO DETAIL 8 / L501)4" TURF SOILCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITSTATLER HALLCAMPUS ROAD MM/DD/YYYYDRAWNBYCHECKEDBYGENERAL SHEET NOTES - SOILS1.TOPSOIL MUST BE SCREENED AND AMENDED TO MEET PROJECT SPECIFICATIONS. SEEWRITTEN SPECIFICATIONS FOR REQUIREMENTS OF VARIOUS SOIL MIXES.2.ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED INTHEIR ENTIRETY WITH 30" OF PLANTING SOIL MIX. LAWN AREAS TO BE PREPARED WITH 4"OF TOPSOIL PER SPECIFICATIONS.3.AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE SHRUBS ANDPERENNIALS AS SHOWN ON PLANS. SHRUB AND PERENNIAL LOCATIONS ARE TO BEAPPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED.4.NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES.5.ALL DISTURBED AREAS THAT ARE NOT SHOWN AS PAVED OR PLANTED BED ARE TO BESEEDED AS LAWN. PREPARE AND SEED LAWN AS PER SPECIFICATIONS, UNLESSOTHERWISE INDICATED.6.ALL AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICANSTANDARD FOR NURSERY STOCK".7.MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS.8.APPLY EROSION CONTROL BLANKET TO ALL SLOPES 3:1 OR GREATER AS SPECIFIED.9.SEE DRAWING L401 FOR PLANT MATERIAL.REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:9/25/2013 8:34:23 AM C:\Users\JKonicek\Documents\SHA East Entry_786_JKonicek(Recovery).rvt 2012.21786School of Hotel Administration Cornell University Ithaca, NY 14853Clark EngineeringNew Lebanon, NY 1212520 Shaker Road, PO Box 730518.794.8613M/E Engineering150 North Chestnut StreetRochester, New York 14604585.288.5590East Avenue Entry and Second Floor InfillNo.DateDescription12.09.2013AS NOTEDL402TURF, SOILS, ANDMULCH PLAN0010'20' 2"EXPANSION JOINT (EJ) AND JOINTFILLER1/2" x 24" EPOXY COATED, S.S. DOWELW/ PLASTIC SLEEVE AT 18" O.C.TJEJ & CJCONC WALK - DEPTH VARIESSUBBASECOMPACTED SUBGRADE1" DEEP TOOL JOINT (TJ)W/ 14" RADIUSScale: 1"=1'-0"CONCRETE JOINTS1Scale: 1"=1'-0"MEDIUM DUTY CONCRETE WALK DETAIL2CONCRETE WALK6 X 6 X W1.4 X W 1.4 EPOXY COATED MESH,FLAT SHEETS ONLY SET ON CHAIRSSUBBASECOMPACTED SUBGRADEWIDTH AS SHOWN ON PLANCROSS SLOPE AS SHOWNON GRADING PLAN5"8"NOTES:1.REFER TO DETAIL 1/H400 FOR RADIANT SNOWMELT SYSTEM INSTALLATION2.REFER TO SHEET H300 FOR EXTENTS OF RADIANT SNOWMELT SYSTEM.RADIANT SNOW MELT SYSTEM WHEREAPPLICABLE (SEE NOTES)Scale: 3/4"=1'-0"CONCRETE BROOM FINISH (SAWCUT JOINTS)3MEDIUM BROOM FINISH. BROOMPERPENDICULAR TO LINE OFTRAFFIC.NOTES:1.SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS.2.BROOM PERPENDICULAR TO LINE OF TRAFFIC.3.SEE SPECIFICATION FOR EXPOSED AGGREGATE FINISH.WIDTH AS SHOWN ON PLANSAWCUT TOOL JOINTSWIDTH AS SHOWN ON PLAN3 38" DIAMETER STEEL PIPE, ABOVEGRADE PORTION COVERED WITHBLACK 116" PVC COATING6" CORE DRILLED IN CONCRETEScale: 3/4"=1'-0"DERO 42 1/2 X 30" BICYCLE RACK HD : CORNELL HOOP5CONCRETE FOOTING3" X 3" X 18" STEEL PLATEWELDED TO PIPE1'-4"8"10"2'-812"2'-6"R6"Scale: 1/2"=1'-0"STONE SLAB SEATING92'-6"1'-0"SLOPE 2%1'-0"NOTES:1. BLUESTONE BENCHES ARE TO BE CONSTRUCTED OF BLOCKS OFSTONE WITH SMOOTH SAWN SIDES AND TOP. ROUNDALL CORNERS TO ELIMINATE SHARP EDGES.2. HANDLE STONE CAREFULLY AND TAKE CARE NOT TO CRACKOR CHIP STONES. CRACKED OR CHIPPED STONES WILL BEREJECTED.3. LEVEL STONE BENCHES, TRUE AND PLUMB.2" 1'-6" 1'-6"FINISHED GRADEADJACENT PAVING14" RADIUS EASED TOPEDGE AT FRONT AND BACKBLUESTONE BENCH SAWN ANDTHERMAL TOP, ROCKED FACE ONALL SIDES EXCEPT BOTTOMFINISH GRADEFINISHED GRADE ADJACENTPLANTING OR CONCRETEGRANULAR BASE,NYSDOT TYPE 2COMPACTED SUBGRADEBLUESTONE BENCH SAWN AND THERMALTOP, ROCKED FACE ON ALL SIDES EXCEPTBOTTOMFINISH GRADEPLANTING OR CONCRETEGRANULAR BASE,NYSDOT TYPE 2COMPACTED SUBGRADE12'-0"6'-0"SAW CUT SEAM BETWEEN STONESSLOPE1.5% MIN.2"SLOPE1.5% MIN.612"6" LEVELING COURSEScale: 1/2"=1'-0"STONE SLAB RETAINING WALL 11NOTES:1. PLACE BLOCK FACES AT VARIED DEPTHS & ORIENTATIONS. SEE DESIGN INTENT 12/L5012. PITCH HORIZONTAL COURSES TO THE REAR.3. STONE IS DRY LAID, ENDS NOT EXPOSED ARE TO BE SAWN IF NECESSARY TO ACHIEVECONSISTENT JOINTING NO GREATER THAN 1/4".COMPACTED SUBGRADEWALL HEIGHT VARIES(SEE L301 GRADING PLAN)DEPT VARIES(SEE L201 LAYOUT PLAN)4" PERFORATED PIPE WITHGEOTEXTILE SOCKBLUESTONE QUARRY BLOCK, SAWNAND THERMAL TOP, ROCKED FACEON ALL SIDES EXCEPT BOTTOMFILTER FABRIC1"12"CONCRETEPLAZA6"2" MIN CORE STONE FOR CONDUIT, SEEELECTRICALDRAINAGE STONEScale: 1/4"=1'-0"CURB RAMP66'-0" TYPVARIES2'-0"PITCH 1:12 MAXPITCH 1:12 MAX DETECTABLE WARNING TILESNOTES:1.SEE LAYOUT PLAN FOR LOCATION OF CURB RAMPS.2.DETECTABLE WARNING TILES TO BE DARK GREY VITRIFIED POLYMER COMPOSITE BYARMOR-TILE.3.INSTALL DETECTABLE WARNING TILES AS PER MANUFACTURER'S WRITTENINSTRUCTIONS.8' TYP.121ISOMETRIC VIEW N.T.S.6' TYP.PITCH 1:121126' TYP.6' TYP.EXISTING GRANITE CURBGRANITE CURBCONCRETECONCRETEPITCH 1:12 MAXNOTES:1.2" MINIMUM CONCRETE COVERAGE AROUND PIN AND MESHScale: 1"=1'-0"PIN AT BUILDING THRESHOLD44"1'-6"BUILDING FACE1/2" x 24" EPOXY COATED, S.S. DOWELW/ PLASTIC SLEEVE AT 18" O.C.CONCRETE PAVEMENT AT BUILDINGTHRESHOLDSEXPANSION JOINTBUILDING FOUNDATION6" 3"6"Scale: 1"=1'-0"LAWN ESTABLISHMENT8SPECIFIED SODTURF SOIL. ROLL AND COMPACT TO 85%PROCTOR DENSITY.AERATED/ROTOTILLED SUBSOILUNDISTURBED AND/OR COMPACTEDSUBGRADE4"NOTES:1.SEE L-402 TURF AND SOIL PLACEMENT PLAN FOR EXTENTS6"Scale: 1/2"=1'-0"STONE SLAB RETAINING WALL - PERSPECTIVE12NOTES:1. BLOCK WALL DESIGN INTENT SHOWN IN PERSPECTIVE BELOW.2.BLOCK FACES TO BE PLACED AT VARIED DEPTHS.Scale: 1"=1'-0"MEDIUM DUTY CONCRETE OVER STRUCTURAL SOIL13UNDISTURBED SUBGRADECOMPACTED STRUCTURAL SOILSEPARATION FABRIC3'-0"CONCRETE WALK6 X 6 X W1.4 X W 1.4 EPOXY COATED MESH,FLAT SHEETS ONLY SET ON CHAIRSWIDTH AS SHOWN ON PLANCROSS SLOPE AS SHOWNON GRADING PLAN5"RADIANT SNOW MELT SYSTEM WHEREAPPLICABLE (SEE NOTES)NOTES:1.REFER TO DETAIL 1/H400 FOR RADIANT SNOWMELT SYSTEM INSTALLATION2.REFER TO SHEET H300 FOR EXTENTS OF RADIANT SNOWMELT SYSTEM.3'-0" TYP.12"7'-0" CLEAR MIN., TYP.Scale: 1/4"=1'-0"RELOCATED STOP SIGN7NOTES:1.REMOVED AND STOCKPILED SIGNS TO BE REINSTALLED.CONTRACTOR SHALL PROVIDE ANY NEW OR ADDITIONAL SIGNSNEEDED TO MEET ADA PARKING CODE REQUIREMENTS.2.POSTS AND MOUNTING HARDWARE SHALL BE GALVANIZEDTAMPER RESISTANT BOLTS, LENGTH AS NECESSARY.2" GALVENIZEDU-CHANNEL POSTWITH BREAKAWAYBASELAWN OR ADJACENT PAVEMENTCONCRETESONO TUBEScale: 1"=1'-0"GRANITE CURB14NOTES:1.RADIUS CURBING SHALL BE USED ON ALL RADII LESSTHAN 100 FEET.2.RANGE OF COLOR TO MATCH ADJACENT GRANITECURBING.6"ADJACENT PAVINGADJACENT PAVEMENT OR LANDSCAPEGRANITE CURB 1/2" BATTERED FACE, 6" DOWNFROM SAWN TOP.DRY MIX UNIFORM PILES AT EACH END AND ON3-FOOT CENTERS BENEATH CURB FOR FULLLENGTH OF CURB.CONCRETE BACKING FULL LENGTH OF CURB.FORCE CONCRETE THROUGH BACK OFJOINTS. GROUT FRONT AND TOP OF JOINTSFLUSH WITH MORTAR MIX.1'-4"1'-0"3"SAWCUT RESURFACE LIMITLOCATION AS SHOWN ON PLANSTACK COATEXISTING ASPHALTEXISTING BASE1-1/2" NYSDOT TYPE 7 TOP3" NYSDOT TYPE 3 BASEScale: 1"=1'-0"TYPICAL ASPHALT PATCH DETAIL101'-6"GRANULAR BASE COURSE,NYSDOT TYPE 2 - MIN 8" DEEP3"REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:9/25/2013 8:34:23 AM C:\Users\JKonicek\Documents\SHA East Entry_786_JKonicek(Recovery).rvt REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:2012.2178612/09/2013School of Hotel Administration Cornell University Ithaca, NY 14853Clark EngineeringNew Lebanon, NY 1212520 Shaker Road, PO Box 730518.794.8613M/E Engineering150 North Chestnut StreetRochester, New York 14604585.288.5590East Avenue Entry and Second Floor InfillNo.DateDescriptionJan 17 2014 Addendum 41Feb 27 2014PR 1-9 & AS0012L501SITE DETAILS22222222 Scale: 1/4"=1'-0"QUARRY BLOCK WALL COURSES36'-0"6'-0"6'-0"+/-3'-812"6'-0"6'-0"6'-0"4'-0"6'-0"3'-012"3'-6"5'-0"6'-0"+/-2'-212"6'-0"6'-0"4'-0"2'-6"2'-6"5'-012"5'-0"2'-6"2'-6"2'-6"2'-6"1'-6"2'-0"2'-6"2'-6"2'-6"2'-6"2'-6"3'-6"6'-0"6'-0"+/-3'-812"Scale: 1/4"=1'-0"QUARRY BLOCK WALL ELEVATIONS4NOTES:1.CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TOFABRICATION AND INSTALLATION.2.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BYLANDSCAPE ARCHITECT PRIOR TO FABRICATION.3.REFER TO SHEET L301 FOR BOTTOM AND TOP OF WALLELEVATIONS.4.REFER TO DETAIL 9/L501 FOR WALL FINISH AND INSTALLATIONDETAIL.NOTES:1.CONTRACTOR TO VERIFY PLAZA FIELD CONDITIONS PRIOR TOFABRICATION AND INSTALLATION.2.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BYLANDSCAPE ARCHITECT PRIOR TO FABRICATION.3.REFER TO SHEET L301 FOR BOTTOM AND TOP OF WALLELEVATIONS.4.REFER TO DETAIL 9/L501 FOR WALL FINISH AND INSTALLATIONDETAIL.818.00817.00816.00815.00814.00813.00812.00811.00818.00817.00816.00815.00814.00813.00812.00811.00LEVEL 1 COURSELEVEL 2 COURSELEVEL 3 COURSEQUARRY BLOCK WALLQUARRY BLOCK WALLQUARRY BLOCK WALL1'-6" 1'-5" 1'-4" 1'-6" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8"PLAZA FINISHED GRADEWALL BELOW GRADEWALKWAY FINISHED GRADEWALL BELOW GRADEBUILDING FACE4.2 - SOUTH ELEVATION4.1 - WEST ELEVATIONScale: 1/2"=1'-0"PERENNIAL AND SHRUB PLANTINGS1NOTES:1.PLANT AT SAME DEPTH AS PREVIOUSLYPLANTED IN NURSERY OR CONTAINER2.PROVIDE COMPACTED BASE UNDER ROOTBALL ONLY TO PREVENT SETTLING3.ENTIRE BED EXCAVATED AND BACKFILLEDWITH PLANTING MIXSHREDDED BARK MULCH, EXTENT OFBEDLINE, INCLUDE IN PLANTING ITEMS:x4" (100mm) FOR SHRUBSx3" (75mm) FOR PERENNIALS AND BULBSUNTIE AND ROLL BACK BURLAP FROM MIN. 1/3OF ROOT BALL. SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIRE BASKETS ANDREMOVE.SPECIFIED PLANTING MIXSPADED BED EDGECOMPACTED BASE30" MIN, SEE SOIL AND MULCH PLAN PLANT SHALL BE SET AT OR SLIGHTLY ABOVETHE STABLISHED FINISH GRADE4" SPECIFIED SHREDDED BARK MULCHUNTIE AND ROLL BACK BURLAP FROM 1/3 MIN.OF ROOT BALL. SYNTHETIC WRAP ISUNACCEPTABLE. CUT AND REMOVEEVERYTHING EXCEPT BURLAP.SPECIFIED PLANTING MIXSPADE EDGE OF MULCH PERIMETERSCARIFY SIDES AND BOTTOM OF TREE PIT TOPREVENT GLAZING OF SUBGRADE. SET TREEDIRECTLY ON FIRMLY PACKED SUBGRADE TOPREVENT SETTLING.3X WIDTH OF ROOT BALL (7' MIN.)6" MIN KEEP MULCH AWAY FROM TRUNK AND TRUNKFLAREPRUNE AND REMOVE DEAD AND BROKENBRANCHESScale: 1/2"=1'-0"TREE PLANTING2REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:9/25/2013 8:34:23 AM C:\Users\JKonicek\Documents\SHA East Entry_786_JKonicek(Recovery).rvt REVISIONSK S S A R C H I T E C T S L L PPublic Ledger Building, Suite 944150 South Independence Mall WestPhiladelphia, PA 19106Tel: 215-320-3000REVISIONSProject No.:Issued:Scale:100% CONSTRUCTIONDOCUMENTSMEP / FP:LANDSCAPE:Trowbridge Wolf Michaels, LLPIthaca, New York 14805607.277.14001001 West Seneca Street, Suite 101STRUCTURAL / CIVIL:ARCHITECT:2012.2178612/09/2013School of Hotel Administration Cornell University Ithaca, NY 14853Clark EngineeringNew Lebanon, NY 1212520 Shaker Road, PO Box 730518.794.8613M/E Engineering150 North Chestnut StreetRochester, New York 14604585.288.5590East Avenue Entry and Second Floor InfillNo.DateDescriptionJan 17 2014 Addendum 41Feb 27 2014PR 1-9 & AS0012L502SITE DETAILS2222 UP DN DN UP K J H G F E D 32 31 28 31.8 K.6 30 AD301 1 AD301 2 AD301 3 ATRIUM G90 STUDENT LOUNGE G78 STUDENT LEARNING CENTER G80 AD3015 6 4 29 7 DASHED LINE INDICATES APPROXIMATE EXTENT OF RADIANT FLOOR HEATING AND RADIANT FLOOR HEATING MANIFOLD IN EXISTING SLAB. RADIANT FLOOR HEATING TO REMAIN. DEMOLISH FLOOR FOR UNDERPINNING FOOTINGS. SEE STRUCT DWGS DEMOLISH FLOOR FOR UNDERPINNING FOOTINGS. SEE STRUCT DWGS G2 REMOVE EXISTING GLASS STOREFRONT UNITS FOR REINSTALLATION 5 1/4" VIF VIF. CUT TERRAZZO AT NEAREST STEEL RAIL DEMOLISH FLOOR 31.5 REMOVE EXISTING GLASS STOREFRONT UNITS FOR REINSTALLATION DEMOLISH FLOOR FOR GLYCOL MANIFOLD. SEE MEP DWGS K J H G F E D 32 31 31.8 K.6 30 AD301 1 OPEN TO BELOW AD3015 6 4 29 7 STUDENT SERVICES --- ALUMNI AFFAIRS --- G2 REMOVE EXISTING WINDOW AND FRAME. TYP. FOR (6) LOCATIONS ON THIS LEVEL. DEMOLISH AT CEILING FOR NEW STRUCTURE DEMOLISH AT CEILING FOR NEW STRUCTURE REMOVE AND SALVAGE EXISTING CEILING FOR REINSTALLATION. SEE MEP DWGS FOR EXTENT OF REMOVAL LEGEND: 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND COORDINATE ALL REMOVAL ACTIVITIES WITH NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE FOR RESOLUTION PRIOR TO BEGINNING REMOVALS. 2. REFER TO ALL STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION DRAWINGS FOR SCOPE OF DEMOLITION FOR THOSE TRADES. CONTRACTOR. TO COORDINATE DEMOLITION BETWEEN TRADES. 3. PROTECT ALL CONSTRUCTION TO REMAIN FROM DAMAGE DURING REMOVAL OF ADJACENT CONSTRUCTION. REPAIR/REPLACE CONSTRUCTION TO REMAIN THAT WAS DAMAGED DURING DEMOLITION TO MATCH THE QUALITY OF THE NEW WORK. 4. THE CONTRACT DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE DRAWINGS DUE TO CHANGES AFFECTING EXISTING ELECTRICAL, OR OTHER, SYSTEMS. SUCH INCIDENTAL WORK IS ALSO A PART OF THE CONTRACT. CONTRACTOR SHALL INSPECT THOSE AREAS AND ASCERTAIN WORK NEEDED AND DO THAT WORK IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AND AT NO ADDITIONAL COST TO THE OWNER. 5. DO NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS OR OTHER STRUCTURAL ELEMENTS UNLESS SPECIFICALLY NOTED. MAKE OPENINGS OF PROPER SIZE FOR CONDUITS AND PIPING AND OTHER ITEMS PASSING THROUGH OPENINGS. 6. REPAIR, PATCH AND FINISH, OR REFINISH AS APPLICABLE, TO MATCH ADJACENT EXISTING FINISHES DAMAGED OR NEWLY EXPOSED DURING THE PERFORMANCE OF THE WORK OF THIS CONTRACT. 7. WHERE CONDUITS, PIPING AND SIMILAR ITEMS ARE SHOWN TO BE INSTALLED IN EXISTING WALLS, NEATLY CHASE THE WALLS TO MAKE THE INSTALLATION NOT DISCERNABLE IN THE FINISHED WORK. REFERENCE MEP DRAWINGS FOR SYSTEMS ROUTING. 8. WHERE NEW CEILING IS NOT SCHEDULED, INSTALL CONDUITS AND PIPING IN EVERY CASE ABOVE THE CEILING. REMOVE EXISTING CEILING AS NECESSARY. AFTER INSTALLATION OF CONCEALED WORK, REINSTALL REMOVED CEILING AND PATCH AND REFINISH TO MATCH ADJACENT UNREMOVED CEILING. 9. WORK SHOWN IS NEW UNLESS SPECIFICALLY NOTED OR OTHERWISE INDICATED AS EXISTING. 10. USE SAW CUTS TO REMOVE MASONRY WHERE REMAINING MASONRY IS TO BE EXPOSED. 11. REMOVE VIDEO SURVEILLANCE CAMERAS ON COLUMNS AND RETURN TO OWNER. GENERAL DEMOLITION NOTES: EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED EXISTING ROOM ROOM NAME E100 AREA OF WORK EXISTING TO BE REMOVED REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1/8" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationAD101Cornell UniversityDEMOLITION PLANSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/8" = 1'-0"AD101 1 Ground Floor Demolition Plan 1/8" = 1'-0"AD101 2 First Floor Demolition Plan No. Date Description 2 Feb 27 2014 PR 1-9 & ASI 001 2 DN K J H G F E D 32 31 31.8 30 OPEN TO BELOW AD301 1 AD301 3 AD3015 6 4 29 7 REMOVE RAILING G2 REMOVE WINDOW AND FRAME, TYP. FOR (3) ON THIS LEVEL REMOVE EXISTING HOOD ABOVE REMOVE EXISTING COUNTERTOPS, EXTENT SHOWN DASHED DEMOLISH FLOOR IN (2) LOCATIONS, COORDINATE EXTENTS WITH MEP DWGS REMOVE EXISTING LOW WALL RELOCATE EXISTING WORKSTATION REMOVE (2) EXISTING STOVES REMOVE BASE OF WALL BELOW EXISTING WINDOW. SEE ELEVATION FOR EXTENT REMOVE TILE FLOORING DEMOLISH FLOOR IN (2) LOCATIONS, COORDINATE EXTENTS WITH MEP DWGS REMOVE GWB AT (6) COLUMNS, SECOND FLOOR ONLY REMOVE WINODW AND FRAME, REMOVE BASE OF WALL BELOW EXISTING WINDOW. SEE ELEVATION FOR EXTENT 2 K J H G F E D 32 31 31.8 K.6 30 AD301 1 29 EXISTING PARAPET EXISTING PARAPET REMOVE EXISTING CONSTRUCTION REMOVE EXISTING ROOFING MEMBRANE FOR INSTALATION OF NEW ROOFING SYSTEM EXISTING ROOF ELEVATION: 35' - 8" EXISTING ROOF ELEVATION: 36' - 0" EXISTING ROOF ELEVATION: 40' - 8" G2 REUSE EXISTING SCUPPER AND DOWNSPOUT SYSTEM H.1 H.2 LEGEND: 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND COORDINATE ALL REMOVAL ACTIVITIES WITH NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE FOR RESOLUTION PRIOR TO BEGINNING REMOVALS. 2. REFER TO ALL STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION DRAWINGS FOR SCOPE OF DEMOLITION FOR THOSE TRADES. CONTRACTOR. TO COORDINATE DEMOLITION BETWEEN TRADES. 3. PROTECT ALL CONSTRUCTION TO REMAIN FROM DAMAGE DURING REMOVAL OF ADJACENT CONSTRUCTION. REPAIR/REPLACE CONSTRUCTION TO REMAIN THAT WAS DAMAGED DURING DEMOLITION TO MATCH THE QUALITY OF THE NEW WORK. 4. THE CONTRACT DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE DRAWINGS DUE TO CHANGES AFFECTING EXISTING ELECTRICAL, OR OTHER, SYSTEMS. SUCH INCIDENTAL WORK IS ALSO A PART OF THE CONTRACT. CONTRACTOR SHALL INSPECT THOSE AREAS AND ASCERTAIN WORK NEEDED AND DO THAT WORK IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AND AT NO ADDITIONAL COST TO THE OWNER. 5. DO NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS OR OTHER STRUCTURAL ELEMENTS UNLESS SPECIFICALLY NOTED. MAKE OPENINGS OF PROPER SIZE FOR CONDUITS AND PIPING AND OTHER ITEMS PASSING THROUGH OPENINGS. 6. REPAIR, PATCH AND FINISH, OR REFINISH AS APPLICABLE, TO MATCH ADJACENT EXISTING FINISHES DAMAGED OR NEWLY EXPOSED DURING THE PERFORMANCE OF THE WORK OF THIS CONTRACT. 7. WHERE CONDUITS, PIPING AND SIMILAR ITEMS ARE SHOWN TO BE INSTALLED IN EXISTING WALLS, NEATLY CHASE THE WALLS TO MAKE THE INSTALLATION NOT DISCERNABLE IN THE FINISHED WORK. REFERENCE MEP DRAWINGS FOR SYSTEMS ROUTING. 8. WHERE NEW CEILING IS NOT SCHEDULED, INSTALL CONDUITS AND PIPING IN EVERY CASE ABOVE THE CEILING. REMOVE EXISTING CEILING AS NECESSARY. AFTER INSTALLATION OF CONCEALED WORK, REINSTALL REMOVED CEILING AND PATCH AND REFINISH TO MATCH ADJACENT UNREMOVED CEILING. 9. WORK SHOWN IS NEW UNLESS SPECIFICALLY NOTED OR OTHERWISE INDICATED AS EXISTING. 10. USE SAW CUTS TO REMOVE MASONRY WHERE REMAINING MASONRY IS TO BE EXPOSED. 11. REMOVE VIDEO SURVEILLANCE CAMERAS ON COLUMNS AND RETURN TO OWNER. GENERAL DEMOLITION NOTES: EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED EXISTING ROOM ROOM NAME E100 AREA OF WORK EXISTING TO BE REMOVED REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1/8" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationAD102Cornell UniversityDEMOLITION PLANSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/8" = 1'-0"AD102 1 Second Floor Demolition Plan 1/8" = 1'-0"AD102 2 Roof Demolition Plan No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 00 GROUND FLOOR 0" 01 FIRST FLOOR 12' - 8" 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" Stair Platform 1' - 9 1/4" 33'-0" REMOVE EXISTING SITE WALLS REMOVE EXISTING CONCRETE VENEER FOR NEW LIMESTONE VENEER REMOVE SOIL PROVIDE WATERPROOF COVER AT VENTS WHILE POWER WASHING, TYP. NEW CONSTRUCTION, SHOWN DASHED. LINTEL TO REMAIN REMOVE EXISTING LETTERING FOR CLEANING. REINSTALL 00 GROUND FLOOR 0" 01 FIRST FLOOR 12' - 8" 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" Stair Platform 1' - 9 1/4" REMOVE EXISTING SITE WALLS -01 CUH TRENCH -5' - 5" 00 GROUND FLOOR 0" 01 FIRST FLOOR 12' - 8" 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" Stair Platform 1' - 9 1/4" REMOVE SITE WALLS REMOVE EXISTING CONCRETE VENEER FOR NEW LIMESTONE VENEER AND STAINLESS STEEL LETTERING -01 CUH TRENCH -5' - 5" EXISTING COLUMNS TO REMAIN REMOVE RAILING REMOVE FLOOR REMOVE EXISTING GLASS STOREFRONT UNITS FOR REINSTALLATION REMOVE EXISTING WALL, SHOWN HATCHED REMOVE EXISTING WINDOW AND FRAME, TYP. FOR (12) TOTAL REMOVE EXISTING LIGHT FIXTURES REMOVE EXISTING SMOKE VENTS REMOVE WOOD PANELS, STRUCTURE TO REMAIN REMOVE FOR INSTALLATION OF NEW FLOOR FRAMING REMOVE AND SALVAGE EXISTING CEILING FOR REINSTALLATION. SEE MEP DWGS FOR EXTENT OF REMOVAL 00 GROUND FLOOR 0" 01 FIRST FLOOR 12' - 8" 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" Stair Platform 1' - 9 1/4" REMOVE EXISTING GLASS STOREFRONT UNITS FOR REINSTALLATION REMOVE RAILING REMOVE FLOOR BASE REMOVE EXISTING WINDOW AND FRAME, TYP. FOR (12) TOTAL REMOVE EXISTING WALL, SHOWN HATCHED REMOVE SMOKE VENTS REMOVE LIGHT FIXTURES REMOVE FOR AV/IT INSTALLATION REMOVE AND SALVAGE EXISTING CEILING FOR REINSTALLATION. SEE MEP DWGS FOR EXTENT OF REMOVAL 00 GROUND FLOOR 0" 01 FIRST FLOOR 12' - 8" 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" REMOVE RAILING REMOVE FOR INSTALLATION OF NEW FLOOR FRAMING EXISTING COLUMNS TO REMAIN REMOVE EXISTING GLASS STOREFRONT UNITS FOR REINSTALLATION LEGEND: 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND COORDINATE ALL REMOVAL ACTIVITIES WITH NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE FOR RESOLUTION PRIOR TO BEGINNING REMOVALS. 2. REFER TO ALL STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION DRAWINGS FOR SCOPE OF DEMOLITION FOR THOSE TRADES. CONTRACTOR. TO COORDINATE DEMOLITION BETWEEN TRADES. 3. PROTECT ALL CONSTRUCTION TO REMAIN FROM DAMAGE DURING REMOVAL OF ADJACENT CONSTRUCTION. REPAIR/REPLACE CONSTRUCTION TO REMAIN THAT WAS DAMAGED DURING DEMOLITION TO MATCH THE QUALITY OF THE NEW WORK. 4. THE CONTRACT DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE DRAWINGS DUE TO CHANGES AFFECTING EXISTING ELECTRICAL, OR OTHER, SYSTEMS. SUCH INCIDENTAL WORK IS ALSO A PART OF THE CONTRACT. CONTRACTOR SHALL INSPECT THOSE AREAS AND ASCERTAIN WORK NEEDED AND DO THAT WORK IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AND AT NO ADDITIONAL COST TO THE OWNER. 5. DO NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS OR OTHER STRUCTURAL ELEMENTS UNLESS SPECIFICALLY NOTED. MAKE OPENINGS OF PROPER SIZE FOR CONDUITS AND PIPING AND OTHER ITEMS PASSING THROUGH OPENINGS. 6. REPAIR, PATCH AND FINISH, OR REFINISH AS APPLICABLE, TO MATCH ADJACENT EXISTING FINISHES DAMAGED OR NEWLY EXPOSED DURING THE PERFORMANCE OF THE WORK OF THIS CONTRACT. 7. WHERE CONDUITS, PIPING AND SIMILAR ITEMS ARE SHOWN TO BE INSTALLED IN EXISTING WALLS, NEATLY CHASE THE WALLS TO MAKE THE INSTALLATION NOT DISCERNABLE IN THE FINISHED WORK. REFERENCE MEP DRAWINGS FOR SYSTEMS ROUTING. 8. WHERE NEW CEILING IS NOT SCHEDULED, INSTALL CONDUITS AND PIPING IN EVERY CASE ABOVE THE CEILING. REMOVE EXISTING CEILING AS NECESSARY. AFTER INSTALLATION OF CONCEALED WORK, REINSTALL REMOVED CEILING AND PATCH AND REFINISH TO MATCH ADJACENT UNREMOVED CEILING. 9. WORK SHOWN IS NEW UNLESS SPECIFICALLY NOTED OR OTHERWISE INDICATED AS EXISTING. 10. USE SAW CUTS TO REMOVE MASONRY WHERE REMAINING MASONRY IS TO BE EXPOSED. 11. REMOVE VIDEO SURVEILLANCE CAMERAS ON COLUMNS AND RETURN TO OWNER. GENERAL DEMOLITION NOTES: EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED EXISTING ROOM ROOM NAME E100 AREA OF WORK EXISTING TO BE REMOVED REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1/8" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationAD301Cornell UniversityDEMOLITION ELEVATIONSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/8" = 1'-0"AD301 1 West Demolition Elevation 1/8" = 1'-0"AD301 2 North Demolition Elevation 1/8" = 1'-0"AD301 3 South Demolition Elevation 1/8" = 1'-0"AD301 5 West Demolition Interior Elevation 1/8" = 1'-0"AD301 6 South Demolition Interior Elevation 1/8" = 1'-0"AD301 4 North Demolition Interior Elevation 1/8" = 1'-0"AD301 7 East Demolition Interior Elevation 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 UP DN K J H G F E D 32 31 28 31.8 30 L2M L A301 2 A7012 1 3 4 468 SF VESTIBULE G0052 FIRST FLOOR BALCONY ABOVE, SHOWN DASHED 2307 SF EXISTING STUDENT LOUNGE G70 3917 SF EXISTING STUDENT LEARNING CENTER G80 29 1323 SF DASHED LINE INDICATES APPROXIMATE EXTENT OF RADIANT FLOOR HEATING TO REMAIN (1) 3'-6"x8' ALUMINUM- RAIL ENTRANCE FLOOR MAT ON RECESSED SLAB (2) 3'-6"x7' ALUMINUM- RAIL ENTRANCE FLOOR MATS ON RECESSED SLAB EXISTING TERRAZO FLOOR WITH STAINLESS STEEL INLAY TO REMAIN. PROTECT DURING CONSTRUCTION & DEMOLITION. REINSTALL EXISTING STOREFRONT UNITS REINSTALL EXISTING STOREFRONT UNITS TERRAZZO FLOORING TO MATCH EXISTING TERRAZZO FLOORING TO MATCH EXISTING. TERRAZZO FLOORING TO MATCH EXISTING. 1 A402 1 A401 CARPET TILE POWER ACTUATED DOOR OPENER TO ACTIVATE SINGLE LEAF OF DOUBLE DOOR, SEE ELEVATION STAINLESS STEEL LETTERING, SEE ELEVATION A701 9 12 11 017 (2) POWER ACTUATED DOOR OPENERS, NON SEQUENTIAL G2 1 A411 A601 1 3 A602 5 A410 A602 1 CUT OPENING IN EXISTING CONCRETE SLAB. INSTALL ACUDOR MODEL FT-8040 ACCESS HATCH TO RADIANT FLOOR MANIFOLD TRENCH. A601 3 NEW DIVIDER STRIP AT NEW TERRAZZO BORDER 28.9 30.9 018 020 1 A412 019 BLUESTONE BENCH ON LOCAL STONE WALL NEW LIMESTONE VENEER FIBERGLASS REINFORCED PLASTIC RETURN DUCT UNDER FLOOR SLAB 3 A410 1'-10" CUH IN WALL CUH IN WALL G0051 EXISTING ATRIUM CUH 2'-11" 13'-9 1/2" 13'-9 1/2" RETURN GRILLE IN FLOOR, SEE MEP DWGS RETURN GRILLE IN FLOOR, SEE MEP DWGS 31.5 A602 2 A603 27 1/2"4 A602 A603 1 STAINLESS STEEL DOWNSPOUT AND DOWNSPOUT ADAPTER STAINLESS STEEL DOWNSPOUT AND DOWNSPOUT ADAPTER A601 4 WOOD PANEL CUH CABINET CUH ACCESS PANEL INSULATED MTL SPANDREL 021 CARPET TILE TERRAZZO FLOORING TO MATCH EXISTING.7'-4"7'-4"EXIST.NEW 1'-3" A603 3 17'-3" 2'-8" 14'-8 1/4"34'-4 1/2"13'-11" 3'-4 1/2" CARPET TILE TO MATCH EXISTING VIF 7'-0" WOOD PANEL CUH CABINET 2'-6"3'-0 3/8" CPT-1 CPT-1 1 A703 A703 5 PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. ALL DOORS ARE NEW UNLESS OTHERWISE NOTED. 4. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 5. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 6. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 7. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 8. SEE ELECTRICAL POWER PLANS FOR FLOOR BOX LOCATIONS. 1 HR FIRE SEPARATION REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA101Cornell UniversityGROUND FLOOR PLANIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/4" = 1'-0"A101 1 Ground Floor Plan No. Date Description DN UP K J H G F E D 32 31 31.8 30 L2M L A7012 1 3 4 EXISTING MEZZANINE 10054 EXISTING ALUMNI AFFAIRS 174 29 OPEN TO BELOW OPEN TO BELOW 1 A402 1 A401 MOTORIZED CURTAIN WALL GLAZING, SEE ELEVATION FOR LOCATIONS. MOTORIZED CURTAIN WALL VENT, SEE ELEVATION FOR LOCATIONS. A701 9 12 11 G2 1 A411 EXISTING STUDENT SERVICES 180 A601 2 2 A412 28.9 30.9 1 A412 A601 3 HSS WIND GIRT, SEE STRUCT DWGS STAINLESS STEEL GUTTER A605 1 A604 1 31.5 EXTENT OF WORK LIGHT FIXTURE MOUNTED TO WIND GIRT LIGHT FIXTURE MOUNTED TO CANOPY SUPPORT LIGHT FIXTURE MOUNTED TO CANOPY SUPPORT 7'-9 1/2" VIF 7'-9 1/2" VIF 7'-9 1/2" VIF 5'-11 1/2" VIF W3 W35 W3 W38 7'-9 1/2" VIF 5'-11 1/2" VIF 5'-7 3/4" 5'-7 3/4" 7'-5 3/4" 7'-5 1/2" LINE OF CEILING ABOVE W34 W376 PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. ALL DOORS ARE NEW UNLESS OTHERWISE NOTED. 4. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 5. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 6. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 7. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 8. SEE ELECTRICAL POWER PLANS FOR FLOOR BOX LOCATIONS. 1 HR FIRE SEPARATION REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA102Cornell UniversityFIRST FLOOR PLANIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/4" = 1'-0"A102 1 First Floor Plan No. Date Description 2 Feb 27 2014 PR 1-9 & ASI 001 2 2 DN K J H G F E 32 31 31.8 30 L2M L EXISTING CLASSROOM 278 EXISTING FOOD LAB 280 29 GLASS PARTITION FIRE DOOR MTD TO HM FRAME, SEE DOOR SCHEDULE CARPET FLOORING TILE INFILL 276 LINEOLEUM SHEET FLOORING, TO MATCH EXISTING 221 G2 EXISTING CORRIDOR 20055 28.9 30.9 1473 SF NEW STAINLESS STEEL COUNTER TO REPLACE EXISTING NEW STAINLESS STEEL COUNTER TO REPLACE EXISTING, MATCH FINISH 220 219 218 31.5 H.1 H.2 31.1 31.2EQEQ EQ1'-8 7/8"31.3 WOOD PANELING INFILL EXISTING FLOOR DRAIN BOX WITH MATCHING TILE9"9"VIF 5'-11 1/2" VIF 7'-9 1/2" W9 W10 6'-4"NEW TILE WALL SURFACE TO MATCH EXISTING WOOD PANELING NEW TILE WALL SURFACE TO MATCH EXISTING 10'-1"9'-3 1/4" VIF 217 222 2 2 WOOD FLOORING ALIGN 2'-6"2 ALIGN AV CLOSET STORAGE 2 A103 PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. ALL DOORS ARE NEW UNLESS OTHERWISE NOTED. 4. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 5. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 6. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 7. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 8. SEE ELECTRICAL POWER PLANS FOR FLOOR BOX LOCATIONS. 1 HR FIRE SEPARATION TOP SECT. PLAN BASE SECT. 3-5/8" CFMF @ 16" O.C. 5/8" GWB, BOTH SIDES 5/8" GWB, BOTH SIDES 5/8" GWB, BOTH SIDES 4 7/8" (5" NOM.) UNDERSIDE OF STRUCTURE SEALANT TOP & BOTT, BOTH SIDES, TYP. 3-1/2" SOUND ATTENUATION BLANKETS, FULL HT.REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA103Cornell UniversitySECOND FLOOR PLANIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/4" = 1'-0"A103 1 Second Floor Plan 1 1/2" = 1'-0"A103 2 Partition No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 1HR RATED PARTITION UL DES. U419 K J H G F E D 32 31 31.8 30 L A301 2 A301 3 NEW ROOF EXISTING ROOF 29 PARAPET OVERBUILD, ATTACHED TO EXISTING ROOF. SEE STRUCT. DWG 1 A402 1 A401 GAS FIREPLACE EXHAUST PATCH AND REPAIR EXISTING ROOF AT BASE OF PARAPET OVERBUILD G2 1 A411 28.9 30.9 ELEV. 34'-11 1/4" ELEV. 35'-9 1/4" 1 A412 NEW INFILL TO LEVEL OF EXISTING ROOF NEW INFILL TO LEVEL OF EXISTING ROOF ELEV. 38'-8" ELEV. 38'-8" NEW ROOF TO CENTER OF COLUMN LINE EXISTING ROOF DECK TO REMAIN NEW ROOFING MEMBRANE AND RIGID INSULATION ON EXISTING ROOF DECK THROUGHWALL SCUPPER. SLOPE ROOF TO SCUPPER THROUGHWALL SCUPPER EXISTING ROOF DRAIN, VIF EXISTING ROOF DRAIN, VIF 31.5 3 A611 H.1 H.2 6'-0"1'-3"1'-5"T.O. PARAPET 11'-1 3/4" 3 A416 SIM.2 A416 T.O. PARAPET A416 7 2'-0"2'-6" NEW ROOFING MEMBRANE METAL PANELCURTAIN WALL 1'-6" VIF 4 A416 SIM. A416 5 1'-2 3/8"1'-3"METAL PANELCURTAIN WALL 3 A414 (4) NEW EXHAUST FANS INFILL OPENING AT NEW EXHAUST FANS 3 A414 3 A703 PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION GENERAL CONSTRUCTION NOTES 1. ALL EXISTING DIMENSIONS TO BE VERIFIED IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL WALLS ARE NEW UNLESS OTHERWISE NOTED. ALL NEW PARTITIONS ARE METAL STUD FRAMING AND DRYWALL UNLESS OTHERWISE NOTED. 3. ALL DOORS ARE NEW UNLESS OTHERWISE NOTED. 4. REVIEW AND COORDINATE LOCATION OF ALL EXISTING AND NEW UTILITIES WITH EXCAVATION AND NEW FOUNDATION WORK. SEE MEP AND STRUCTURAL DRAWINGS. 5. PATCH AND PREPARE FOR PAINT ALL EXISTING WALLS TO REMAIN. 6. COORDINATE PHASING OF CONSTRUCTION WITH EXISTING BUILDING PROGRAMMING AND SCHEDULE. 7. PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING EFFECTED BY CONTRACTUAL MEP WORK DONE WITHIN CONTRACT LIMIT LINES. 8. SEE ELECTRICAL POWER PLANS FOR FLOOR BOX LOCATIONS. 1 HR FIRE SEPARATION REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA104Cornell UniversityROOF PLANIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/4" = 1'-0"A104 1 Roof Plan 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 2 K J H G F E D 32 31 31.8 30 L2 L 29 A.F.F. 19' - 8" A.F.F.21' - 0" (GROUND FLOOR) (GROUND FLOOR) F1 F1 F1 F1 F1 F1 F1 F1 A.F.F.7' - 6" (F1 BALCONY) EXISTING A902 2 A902 3 A902 4 A902 5 G2 FCU SUPPLY (TYP. AT EXTERIOR PERIMETER) FCU RETURN EXTENT OF REMOVAL OF EXISTING CEILING FOR MEP WORK. SEE MEP DRAWINGS. REINSTALL PANEL SYSTEM. 28.9 30.9 EXISTING CEILING TO REMAIN PAINTED GWB CEILING PAINTED GWB CEILINGA.F.F.8' - 0 3/4" (F1 BALCONY, TYP AT NEW WINDOWS) (F1 BALCONY, TYP AT NEW WINDOWS) SPRINKLER HEADS, SEE MEP DWGS 31.5 H.1 H.2 31.1 31.2 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5F5F5 A.F.F. 21' - 0" (GROUND FLOOR) 31.3 A.F.F. 19' - 8" (GROUND FLOOR) 1'-3" F6 ON WIND GIRT F6 ON WIND GIRT F6 ON WIND GIRT 4'-8"8'-0"8'-0"7'-0"EQ.EQ.7'-0"1'-7"1'-0"1'-0"A.F.F. (F1 BALCONY) 9' - 3"A.F.F. (F1 BALCONY) 8' - 4" F1 F1 F1 F1 F1 F1 F1 F1 18" X 18" ACCESS PANELS 18" X 18" ACCESS PANELS K J H G F E D 32 31 31.8 30 L A7012 1 3 4 OPEN TO ABOVE OPEN TO ABOVE 29 A902 2 A902 3 A902 4 A701 9 12 11 A902 5 G2 SEE MEP DWGS FOR NEW HOT WATER PIPING TO RADIANT HEAT SYSTEM AT SECOND FLOOR 28.9 30.9 EXISTING ACOUSTIC WOOD CEILING 31.5 31.1 31.2 A603 2 31.3 F8F8 F8 F8 F8 FIXTURE IN WOOD PANEL WALL. SEE ELEVATION EXISTING GWB CEILING EXISTING 2'-0" x 2'-0" SUSPENDED ACOUSTIC PANEL CEILING REFLECTED CEILING PLAN LEGEND: SPRINKLER HEAD DOWELED WOOD GRILLES NEW GWB CEILING MOROTIZED SHADE SUPPLY / RETURN GRILLE TRACK LIGHT FIXTURE REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1/8" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA201Cornell UniversityREFLECTED CEILING PLANS Ithaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/8" = 1'-0"A201 1 First Floor Reflected Ceiling Plan 1/8" = 1'-0"A201 2 Ground Floor Reflected Ceiling Plan 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 K J H G F 32 31 31.8 30 L 29 PROJECTOR SCREEN MOUNTED IN GWB CEILING F1 F1 F1 F1 A.F.F.12' - 6"FIXED PROJECTOR A.F.F.7' - 6" A.F.F.7' - 6" A.F.F.7' - 6" DIFFUSER, TYP. F1 MOTORIZED BLACKOUT AND SOLAR SHADES AT PERIMETER OF CURTAIN WALL G2 28.9 30.9 DOWELED MAPLE WOOD PANEL GRILLES AT 12'-0" AFF UNDERSIDE OF TRACK F11 FIXTURE @ 11'-6" AFF SPRINKLERS BTWN DOWELED GRILLE, TYP. BLANKET INSULATION ABOVE GLASS CEILING ABOVE A.F.F.7' - 6"WOOD CEILING AT NEW WINDOWS JUNCTION BOXES MOUNTED ABOVE WOOD GRILLE FOR FUTURE USE TRANSFER DUCT IN FACE OF GWB TRANSFER DUCT GRILLE AT 7'-6" A.F.F. TO MATCH EXIST. GWB. SEE MEP DWGS 31.5 H.1 H.2 31.1 31.2 F1 F1 POWER AND DATA CONNECTIONS MOUNTED TO EXISTING CEILING FOR FUTURE PROJECTOR F7 31.3 A.F.F.7' - 6" F2 F2 F2 F2 F2 F2 F2 F2 F2 ACOUSTICAL DECK F9 AT MANTLE 4'-0"4'-0"F2 F2 TRANSFER DUCT IN FACE OF GWB. SEE MEP DWGS FS1 FS1 FS1 FS1FS1FS12'-0"F10 F10F10 F11F11 F11 F11 F11 F11 F11 F11 F10 F10 F10 F10 F10 F10 F10F10 F10 F10 F10 F10 F10 F10F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 F10 6'-0"1'-3"12'-0"1'-3"12'-0" 2'-0"6'-9 1/4"13'-3"12'-11 1/8"2'-6"5'-10"1'-5 1/8"7'-4"1'-6"5'-10"WOOD CEILING WOOD CEILING WOOD CEILING WOOD CEILING RETURN AIR GRILLE 1'-2 1/4" 4'-5" 4'-5 1/2" 6'-6"6'-7" 6'-7" 6'-7" EQ EQ EQ EQ EQ EQ VAV BOX SHOWN DASHED ABOVE, ACCESS THROUGH REMOVEABLE SECTIONS OF WOOD PANEL GRILLES EXISTING GWB CEILING EXISTING 2'-0" x 2'-0" SUSPENDED ACOUSTIC PANEL CEILING REFLECTED CEILING PLAN LEGEND: SPRINKLER HEAD DOWELED WOOD GRILLES NEW GWB CEILING MOROTIZED SHADE SUPPLY / RETURN GRILLE TRACK LIGHT FIXTURE REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA202Cornell UniversitySECOND FLOOR REFLECTED CEILING PLANIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/4" = 1'-0"A202 1 Second Floor RCP 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 00 GROUND FLOOR 0" 01 FIRST FLOOR 12' - 8" 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" T.O. NEW ROOF 39' - 8" CW1 4'-11"5'-11"00 GROUND FLOOR 0" 01 FIRST FLOOR 12' - 8" 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" BLUESTONE VENEER PANEL, FLUSH WITH LIMESTONE WALL DIMENSIONAL LETTERING, MOUNTED TO LIMESTONE WALL EXISTING LOUVERS NEW BLUESTONE PANEL VENEER NEW LOCAL STONE VENEER NEW LOCAL STONE VENEER NEW LIMESTONE VENEER EXISTING TO REMAIN LIMESTONE COPING W1 W2 BLUESTONE BENCHES, SEE LANDSCAPE DWGS POWER ACTUATED DOOR OPENER CW12 CW13 00 GROUND FLOOR 0" 01 FIRST FLOOR 12' - 8" 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" 323131.8302928.9 30.9 W1 W26"1'-4"8"1'-4"1'-4"10"8"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"8"8"1'-4"1'-4"1'-4"6"8"1'-4"1'-4"8"1'-4"1'-4"1'-4"1'-4"1'-4"8"1'-0"1'-0"1'-4 3/4"1'-3 1/4"1'-4"11"4'-11"2'-1 1/4" 1'-7 5/8"4"3'-10"1'-7 5/8" 2'-1 1/8" 1'-7 5/8"1'-5 1/2"1'-9"4'-11 1/2"1'-1"6 5/8" 11'-5 1/4" CW12 5'-11"BLUESTONE / LIMESTONE CLADDING GENERAL NOTES: PROVIDE CFMF STUD BACKUP FRAMING WITH SHEATHING, FLUID APPLIED AIR BARRIER, INSULATION, ANCHOR CLIPS, MASONRY TIES, WEEPS, POINTING MORTAR AND STAINLESS STEEL SHEET FLASHING. 2" LIMESTONE SILL BLUESTONE PANEL LIMESTONE VENEER 3 5/8" BLUESTONE CAP 3 5/8" BLUESTONE 2'-8"2'-8"2'-8"2'-8"3'-4"6"1'-4"1'-4"6'-0"REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA301Cornell UniversityEXTERIOR ELEVATIONSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/4" = 1'-0"A301 2 North Elevation. 1/8" = 1'-0"A301 1 West Elevation 1/4" = 1'-0"A301 3 South Elevation 1/4" = 1'-0"A301 5 Coursing Elevation No. Date Description 2 Feb 27 2014 PR 1-9 & ASI 001 1/2" = 1'-0"A301 6 MOCKUP ELEVATION 2 00 GROUND FLOOR 0" 01 FIRST FLOOR 12' - 8" 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" K J H GL2M T.O. NEW ROOF 39' - 8" POWER ACTUATED DOOR OPENER IN (1) LEAF. SEE PLAN FOR LOCATION. CARPET TILE CARPET TILE ON 5/8" LEVELING MORTAR BED 5" CONCRETE SLAB WITH 2" TOPPING SLAB GWB CEILING CARPET TILE FLOORING MOTORIZED DUAL SHADES AT PERIMETER OF CURTAIN WALL PROJECTION SCREEN DOWELED WOOD GRILLES CFMF FRAMING WITH 5/8" SHEATHING. INSULATED METAL SPANDREL ALUMINUM STOREFRONT IN 2" WOOD SURROUND NEW GWB, (PTD) SPRAY FIREPROOFING AT ALL NEW STRUCTURAL BEAMS PROJECTOR NEW EPDM. CONTINUOUS TO EXISTING ROOF. LAP UP AND OVER PARAPET, UNDER COPING BLUESTONE SILL 3 5/8" STONE VENEER 2" RIGID INSULATION STAINLESS STEEL FLASHING WEEP AT FIRST FULL COURSE ABOVE GRADE ALUM. MULLION WITH SUNSHADE EXTENSION. SEE ELEVATION FOR LOCATIONS. MOTORIZED WINDOW SHOWN DASHED. AREA OF WORK NEW ROOF TO CENTERLINE OF EXISTING BEAM INSTALL NEW SMOKE EXHAUST FANS, EXISTING SHOWN DASHED 1 HR RATED PAINTED GWB LINEAR BAR GRILLE TO REPLACE EXISTING (OPPOSITE SIDE) G2 2" RIGID INSULATION HSS WIND GIRT, SEE STRUCTURAL DWGS. PROVIDE 1 HR RATING WITH INTUMESCENT COATING REINSTALL EXISTING STOREFRONT SYSTEM CFMF BOX BEAM CONTINUOUS AT CURTAIN WALL HEAD. ATTACH TO STRUCTURE ABOVE ACOUSTICAL BATT INSULATION FCU SUPPLY DIFFUSER FCU RETURN DIFFUSER INSULATED METAL SPANDREL EXISTING GLASS DRAFT CURTAIN NEW DIVIDER STRIP AT BORDER A413 2 PERFORATED WOOD PANEL W/ ACOUSTIC BACKINGE16x31E16x31E16x31 E16x31E16x45E16x89TRANSFER DUCT GRILLE GLASS CEILING EXISTING FLOOR CONSTRUCTION ACOUSTIC METAL DECKING A416 1 LIMESTONE VENEER ALUMINUM STOREFRONT IN 2" WOOD SURROUND EXISTING ATRIUM G0051 INFILL 276 LIMESTONE VENEER VESTIBULE G0052 CURTAIN WALL CLIP ANGLE BY WINDOW MFG. FIN TUBE HEATER. SEE MEP DWGS E6'-4" VIF EXISTING ROOF STRUCTURE REMAINS TO CENTERLINE OF EXISTING BEAM 3 5/8" STONE VENEER BLUESTONE CAP 4" BLUESTONE BENCH MECHANICALLY ANCHORED TO CONCRETE BASE 5" CONCRETE SLAB MAINTAIN EXISTING FIRE RATING AT BEAM. REMOVE FRAMING 12'-0"TRACK LIGHT FIXTURE BLANKET INSULATION HD GALV ANGLE 1'-6" FIBERGLASS REINFORCED PLASTIC RETURN DUCT. SEE MEP DWGS 6 1/2" 7 1/2"4"3 5/8" STONE VENEER L POWER AND DATA CONNECTION FOR FUTURE PROJECTOR CONNECTION 2" H.1 H.2 TRANSFER DUCT GRILLE 1-1/2" THREADED COLUMN PIPE MOUNT FOR PROJECTOR HSS WIND GIRT. PROVIDE 1HR RATING WITH INTUMESCENT COATING BLUESTONE WOOD PANELING GLASS PARTITION 2" ALUMINUM ANGLE 20'-11 1/2"1'-3" TERRAZZO FLOORING TO REMAIN W3 W4 W5 CUH CABINET WOOD PANELING 2" CONTINUOUS BENT PLATE 12'-6"12'-6"5" CONCRETE SLAB CONSOLIDATED FILL, GRAVEL SIZE 3/4" MAX A603 2 EXISTING GWB, PATCH AND PAINT NEW GWB (PTD) EXTENT OF NEW GWB (PTD) LINEAR BAR GRILLE (SUPPLY) LINEAR BAR GRILLE (RETURN) A410 7 3'-6"6"3'-6" F7 LIGHT FIXTURE @ 15'-0" A.F.F.5'-6"JUNCTION BOX MOUNTED ABOVE WOOD GRILLES LIGHT FIXTURE ATTACHED TO WIND GIRT LIGHT FIXTURE ATTACHED TO WIND GIRT FABRIC WRAPPED PANEL VERTICAL DUCT TO LINEAR BAR GRILLE RETURN ALIGN OPENING WITH TOP OF EXISTING NEW OPENING FOR (2) EXHAUST FANS. INFILL WITH FIRE RATED GWB AT INTERIOR. MATCH EXISTING AT EXTERIOR EXIT SIGN EXIT ALUMINUM STOREFRONT IN 2" WOOD SURROUND 1'-6 3/4"5'-0 1/4"5'-8 3/4"3 A414 FABRIC WRAPPED PANEL REMOVE AND SALVAGE EXISTING CEILING FOR REINSTALLATION. SEE MEP DWGS FOR EXTENT OF REMOVAL7'-4"217 1'-9 1/2"REMOVE EXISTING STONE TILE FOR REINSTALLATION8'-4"7'-5 7/8"2 1'-9"W 8" X 22"11".AV CABINET 2 3 A703 6 A703 W3W3 REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 3/8" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA401Cornell UniversityBUILDING SECTIONIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 3/8" = 1'-0"A401 1 Section 1 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 00 GROUND FLOOR 0" 01 FIRST FLOOR 12' - 8" 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" 323131.83029 T.O. NEW ROOF 39' - 8" CARPET TILE 7" CONCRETE SLAB RIGID INSULATION 3 5/8" LOCAL STONE VENEER LIMESTONE VENEER 3 5/8" STONE VENEER BLUESTONE SILL AT EXISTING BRICK SHELF BLUESTONE SILL EXISTING SHOT-SAWN VENEER TO REMAIN CARPET TILE FLOORING MOTORIZED BLACKOUT AND SOLAR SHADES AT PERIMETER OF CURTAIN WALL EXISTING SHOT-SAWN VENEER TO REMAIN ROLL-UP ALUMINUM-RAIL HINGED MAT IN 1/2" RECESSED SLAB STAINLESS STEEL GUTTER W INTERNAL SLOPE AND DOWNSPOUT 5" CONCRETE SLAB POWER ACTUATED DOOR OPENER AUTOMATED OPERABLE WINDOWS. (10) AT INTERIOR, (9) AT EXTERIOR EXISTING LIMESTONE LINTEL TO REMAIN PANEL SUSPENSION ROD, ATTACH THROUGH EXISTING GWB OR TO NEW FRAMING. SPRAY FIREPROOFING AT ALL NEW STRUCTURAL BEAMS WOOD PANELING EXPOSED AGGREGATE CONCRETE 6" AGGREGATE STONE A605 2 A605 3 TRACK LIGHT FIXTURE DOWELED MAPLE WOOD PANEL GRILLE (3) REMOVABLE PANELS PER CUH CABINET 4'-11"EXISTING WINDOWS TO REMAIN CUH SUPPLY GRILLE 4" STORM PIPE TO STORM SEWER STAINLESS STEEL DOWNSPOUT ADAPTER STAINLESS STEEL DOWNSPOUT 018 019 A602 2 CW14 W16x26 1-1/2" ROOF DECK 4" MIN INSULATION 5/8" PROTECTION BOARD EPDM ROOFING MEMBRANE 1'-9" STAINLESS STEEL DOWNSPOUT ADAPTER STAINLESS STEEL DOWNSPOUT 4" STORM PIPE TO SITE STORM SEWER 31.5 1'-5" A416 3 9 3/4" FIN TUBE HEATER. SEE MEP DWGS HSS WIND GIRT AND CANOPY SUPPORT. PROVIDE 1HR RATING WITH INTUMESCENT PAINT LIGHT FIXTURE ATTACHED TO CANOPY SUPPORT LIGHT FIXTURE ATTACHED TO CANOPY SUPPORT GLYCOL SNOWMELT SYSTEM (ALTERNATE 2)4'-0"9"2'-0" WOOD PANEL FABRIC WRAPPED PANEL 1'-6"9"2'-0" PAINTED GWB 5'-6"PAINTED GWBACCESS PANELSFCU ACCESS PANELS (4) LOCATION OF SUPPLY / RETURN PIPING FOR FIN TUBE HEATER ACCESS PANEL ACCESS PANEL ACCESS PANEL A703 2 A703 5 A703 2 OPP. REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 3/8" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA402Cornell UniversityBUILDING SECTIONIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 3/8" = 1'-0"A402 1 Section 2 No. Date Description 2 Feb 27 2014 PR 1-9 & ASI 001 2 2 2 00 GROUND FLOOR 0" EXISTING MASONRY WALL TO REMAIN EXISTING SHOT SAWN LIMESTONE VENEER TO REMAIN EXISTING STUDENT LOUNGE G70 EXISTING TOPOGRAPHY TO BE REMOVED, ELEVATION VARIES EXISTING BRICK SHELF TO REMAIN EXISTING COLUMN FOOTING BEYOND TO REMAIN ELEV. 4'-11" VIF 3 5/8" LOCAL STONE VENEER BLUESTONE CAP MASONRY TIES T.O. BLUESTONE RETAINING WALL BEYOND CONTINUOUS SEALANT W BACKER ROD GROUT SOLID UP TO FIRST COURSE OF STONE 4" CMU 4'-11"2307 SF EXISTING STUDENT LOUNGE G70 SNOW MELT SYSTEM ALTERNATE 2 (SEE MEP DWGS.) RIGID INSULATION ALTERNATE 2 (WITHIN 4' OF BUILDING WALL INSULATION REQ'D) CRUSHED STONE SUBBASE 2" RIGID INSULATION EXISTING SHOT SAWN LIMESTONE VENEER TO REMAIN STAINLESS STEEL ANGLE, SEE STRUCT DWGS CONTINUOUS FLASHING AT CUT IN MORTAR JOINT STAINLESS STEEL ANGLE COMPACTED SUBGRADE 1"3 5/8"1"2" 7 5/8" WEEP TUBES AT VERT. JOINTS SEALANT JOINT, TYP. ALL COPING JTS. FLUID APPLIED VAPOR RETARDING MEMBRANE THROUGH-WALL FLASHING 1"3'-5"1'-6"EXISTING STUDENT LOUNGE G70 3 5/8" LOCAL STONE VENEER BLUESTONE CAP MASONRY TIES T.O. BLUESTONE RETAINING WALL BEYOND CONTINUOUS SEALANT W BACKER ROD GROUT SOLID UP TO FIRST COURSE OF STONE 4" CMU CRUSHED STONE SUBBASE 2" RIGID INSULATION EXISTING SHOT SAWN LIMESTONE VENEER TO REMAIN STAINLESS STEEL ANGLE, SEE STRUCT DWGS SEALANT JOINT, TYP. ALL COPING JTS. STAINLESS STEEL GALV ANGLE 4" BLUESTONE PANEL CONTINUOUS FLASHING AT CUT IN MORTAR JOINT THROUGH-WALL FLASHING FLUID APPLIED VAPOR RETARDING MEMBRANE SNOW MELT SYSTEM ALTERNATE 2 (SEE MEP DWGS.) RIGID INSULATION ALTERNATE 2 (WITHIN 4' OF BUILDING WALL INSULATION REQ'D) COMPACTED SUBGRADE 00 GROUND FLOOR 0" 2307 SF EXISTING STUDENT LOUNGE G70 BLUESTONE CAP T.O. BLUESTONE RETAINING WALL BEYOND CONTINUOUS SEALANT W BACKER ROD GROUT SOLID UP TO FIRST COURSE OF STONE 4" CMU 2" RIGID INSULATION EXISTING SHOT SAWN LIMESTONE VENEER TO REMAIN STAINLESS STEEL ANGLE, SEE STRUCT DWGS SEALANT JOINT, TYP. AT ALL COPING JTS. STAINLESS STEEL ANGLE COMPACTED SUBGRADE 3 5/8" BLUESTONE PANEL 1'-6"1'-6"1'-6"FLUID APPLIED VAPOR RETARDING MEMBRANE CONTINUOUS FLASHING AT CUT IN MORTAR JOINT THROUGH-WALL FLASHING WEEPS SNOW MELT SYSTEM ALTERNATE 2 (SEE MEP DWGS.) RIGID INSULATION ALTERNATE 2 (WITHIN 4' OF BUILDING WALL INSULATION REQ'D) CRUSHED STONE SUBBASE 00 GROUND FLOOR 0" K 3 5/8" LOCAL STONE VENEER STAINLESS STEEL ANGLE CONTINUOUS FLASHING THROUGH WALL WITH WEEP TUBES AT VERTICAL JOINTS CONTINUOUS SEALANT W BACKER ROD GROUT SOLID BETWEEN STONE AND INSULATION EXISTING SHOT SAWN LIMESTONE TO REMAIN EXISTING LINTEL TO REMAIN 2-1/4" LIMESTONE VENEER, SEE ELEVATION FOR COURSING PATTERN STAINLESS STEEL HANGER CLIPS BY STONE MFG. SECURE TO EXISTING MASONRY CONSTRUCTION EXISTING MASONRY WALL EXISTING STUDENT LEARNING CENTER G80 BLUESTONE SILL STAINLESS STEEL ANGLE CMU BOND BEAM 1'-0 1/2" FLUID APPLIED VAPOR RETARDING MEMBRANE THROUGH-WALL FLASHING SNOWMELT SYSTEM ALTERNATE 2 33 3/8" UNDERGROUND PIPING TO SNOWMELT SYSTEM. SEE MEP DWGS 30" x 30" FLOOR ACCESS HATCH, ACUDOR MODEL FT-8040. COVER WITH CARPET TILE TO MATCH EXISTING CUT EXISTING CONCRETE SLAB FOR INSTALLATION OF NEW ACCESS PANEL EXSTING CARPET TILE GLYCOL MANIFOLD TRENCH. SEE MEP DWGS. 2 3/8" 2 3/8" 2'-6"2 3/8" TORSION BAR STAINLESS STEEL SLAMLOCK ALUMINUM EXTRUDED HINGE EXISTING MANIFOLD TRENCH1'-0" VIF00 GROUND FLOOR 0"1'-6"1'-6"1'-6"2"EXISTING STUDENT LOUNGE G70 BLUESTONE CAP, TOP FLUSH WITH BLUESTONE BEYOND MASONRY TIES T.O. BLUESTONE RETAINING WALL 4" CMU CRUSHED STONE SUBBASE STAINLESS STEEL ANGLE, SEE STRUCT DWGS SEALANT JOINT OVER CONTINUOUS FLASHING AT CUT IN MORTAR JOINT STAINLESS STEEL ANGLE 3 5/8" BLUESTONE PANEL COMPACTED SUBGRADE FLUID APPLIED VAPOR RETARDING MEMBRANE 4'-6"THROUGH-WALL FLASHING 00 GROUND FLOOR 0" CARPET TILE 5" CONCRETE SLAB BLUESTONE SILL 3 5/8" STONE VENEER 2" RIGID INSULATION STAINLESS STEEL FLASHING WEEP CONTINUOUS THROUGH WALL 2" RIGID INSULATION 3 5/8" STONE VENEER 4" BLUESTONE BENCH MECHANICALLY ANCHORED TO CONCRETE BASEHD GALV ANGLE 1'-6"6 1/2" 7 1/2"4"2'-6" 3 5/8" STONE VENEER L 8"1'-10" 9"9"7"2"1'-3" 1" GROUT SOLID AT BOTTOM COURSE OF STONE CONCRETE SLAB SNOW MELT SYSTEM ALTERNATE 2. SEE MEP DWGS 2" RIGID INSULATION AIR SPACE STAINLESS STEEL MASONRY TIES FLUID APPLIED VAPOR RETARDING MEMBRANE AIR SPACE STAINLESS STEEL MASONRY TIES RADIANT HEAT SYSTEM. SEE MEP DWGS CONCRETE BASE, SEE STRUCT DWGS 2" TOPPING SLAB REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA410Cornell UniversityWALL SECTIONSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1" = 1'-0"A410 1 Wall Section 3 1" = 1'-0"A410 2 Wall Section 4 1" = 1'-0"A410 3 Wall Section 5 1" = 1'-0"A410 4 Wall Section 6 1" = 1'-0"A410 5 Wall Section 8 1" = 1'-0"A410 6 Wall Section 7 No. Date Description 00 GROUND FLOOR0"02 SECOND FLOOR23' - 8"Stair Platform1' - 9 1/4"L2T.O. NEW ROOF39' - 8"4" x 5" x 3/8" GALV. STEEL ANGLEWITH CONTINUOUS TOE ROD (TO 8"EA. SIDE OF WINDOW OPENING)EPOXY JOINED STONE ANDSTAINLESS STEEL PIN BY PANEL MFG.BACKER ROD AND SEALANT ATINTERIOR AND EXTERIOR BORDEROF WINDOW (3/8" JT. ALLOWANCE)3 5/8" STONE VENEERBLUESTONE SILL3" MIN WOOL INSULATIONAIR SPACESTAINLESS STEELFLASHING CONTINUOUSTHROUGH WALLSTAINLESS STEEL HANGERCLIPS BY STONE MFG. SECURETHROUGH GYP SHEATHING TOCOLD FORMED METALFRAMINGMASONRY TIESBLUESTONE PANEL6"1'-4"8"1'-4"SEE ELEV. FORCOURSING BELOWALUMINUM-RAIL HINGEDMAT ABOVERECESS SLABCARPET TILEFLOORING7" CONCRETE SLAB WITHRADIANT HEATING. SEEMEP DWGS2" RIGID INSULATIONHSS LATERAL BRACINGBLUESTONE THRU-WALLSTOOLOPENING FOR GAS LINEPROTECTION BOARD5" CONCRETE SLABCARPET FLOORINGHSS. SEE STRUCT DWGS6" 16 GA. METAL FRAMING2-1/4" LIMESTONE CLADDING1-3/4" AIR SPACE3 " INSULATION4'-11"3'-4 1/2"CHIMNEY VENT PIPE, TO CEILINGABOVE. VENTS OUT ROOFFIREPLACE EXHAUST1'-10"1'-8 1/4"1'-8 1/4"(2) 3/4" FR PLYWOOD1'-8"4'-10 1/8"8 1/2"5/8" GYPSUM SHEATHING2 1/4"1 3/4"3"5/8"ELEV. 43'-10 1/2"4 5/8"LIMESTONE CAPGALV ACOUSTICAL METAL DECKINGRIGID INSULATION1 1/2"EPDM ROOFINGMEMBRANESLOPECOLUMN BEYOND1'-10"3'-8 1/8"EPDM ROOFING MEMBRANELAPS UP 8" MIN.2 1/4" LIMESTONE CLADDINGBLUESTONE SILLANGLE SUPPORTSTAINLESS STEELANGLESEE 3/A611 FORFIREPLACE DETAILS2'-3 5/8"FLUID APPLIED VAPORRETARDING MEMBRANE2"1"FLUID APPLIED VAPORRETARDING MEMBRANETHROUGH-WALL FLASHINGCAP FLASHINGLIMESTONE COPING ANCHORSSEALANT AND BACKER RODAT ALL LIMESTONE JOINTSWEEPS AT JOINTFLUID APPLIED VAPORRETARDING MEMBRANE5/8" GWB SHEATHINGANGLE SUPPORTREVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA411Cornell UniversityWALL SECTIONSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1" = 1'-0"A4111Detail Section 6No. Date Description 00 GROUND FLOOR0"01 FIRST FLOOR12' - 8"02 SECOND FLOOR23' - 8"03 THIRD FLOOR37' - 8"3231.83029T.O. NEW ROOF39' - 8"A4122-01 CUH TRENCH-5' - 5"E16x26E16x26E10x19E14x30A4162EXISTINGATRIUMG0051EXISTINGSTUDENTLOUNGEG70EXISTINGSTUDENTLEARNINGCENTERG80EXISTINGSTUDENTSERVICES180EXISTINGALUMNIAFFAIRS174EXISTINGCLASSROOM278INFILL276EXISTINGFOOD LAB280A4123BLANKET INSULATIONINFILL LOW ROOF TO HEIGHTOF EXISTING ATRIUM ROOF.SEE PLAN FOR EXTENT OFINFILLPAINTED GWB CEILINGDOWELED MAPLE WOODPANEL GRILLELINEAR BAR GRILLE INALUMINUM STOREFRONTEXISTING SPRINKLERHEADCONNECT SPRKINLER TO EXISTINGSYSTEM. SEE MEP DWGS7'-6"CUH IN WALLCUH IN WALL9"9"A41643/8" TERAZZO FLOOR ON 5/8"MORTAR BED AS REQUIREDTO PROVIDE LEVEL SURFACE.MATCH EXISTING(3) LAYERS GWBDEMOLISH EXISTING ROOFINGAT ROOF INSULATION TOEXPOSE EXISTINGSTRUCTURAL ROOF AND WALLCARPET TILE ON 5/8"MORTAR BED AS REQUIREDTO PROVIDE LEVEL SURFACE6'-7" TERRAZZO21'-11 3/8"CARPET TILE6'-7" TERRAZZOALIGNNEW CONCRETE SLABNEW CONCRETE SLAB3/8" TERAZZO FLOOR ON 5/8"MORTAR BED AS REQUIREDTO PROVIDE LEVEL SURFACE.MATCH EXISTINGCARPET TILE ON 5/8"MORTAR BED AS REQUIREDTO PROVIDE LEVELSURFACE. MATCH EXISTINGEXISTING CONSTRUCTIONTO REMAINEXISTING SPRINKLERSTO REMAIN9"9"12'-0"21'-0"A4124FOOD LABENTRANCEFABRIC WRAPPED PANEL8'-0"1'-6"FABRIC WRAPPED PANELWOOD INFILL TRIM ATJAMB AND SILL.EXISTING SILL TOREMAIN. PATCH ANDREPAIR GWB.SUPPLY AIR DUCTWORK, SEEMEP DRAWINGSWOOD INFILL TRIM ATJAMB AND SILL.EXISTING SILL TOREMAIN. PATCH ANDREPAIR GWB.NEW EPDM ROOF MEMBRANEEXISTING CEILING TO REMAINFABRIC WRAPPED PANELSYSTEM1'-6"11 1/2"7'-4"GWB SOFFITDOOR 21701 FIRST FLOOR12' - 8"3231.81'-9"1/2" REVEAL, CONTINUOUSAROUND WINDOW SILL2" WOOD SILL CAPPAINTED GWBPERFORATED WOOD PANELW/ ACOUSTIC BACKINGPAINTED GWB2 LAYERS 1/2" BEECHVENEER PLYWOODEXISTING SPRINKLERHEADFIREPROOFING AT ALLSTRUCTURAL MEMBERSALUMINUM STOREFRONTWINDOW/MATCH LOCATIONOF EXISTING9"W65'-0"1/2" REVEAL8'-4"1 1/2"5'-8 3/4"2" HARDWOOD EDGINGWOOD TRIMEXISTING SILL TOREMAIN PATCH ANDPAINTLINEAR BAR GRILLE INALUMINUM STOREFRONTSUPPLY AIR DUCTWORK, SEEMEP DRAWINGSVIF1'-7"02 SECOND FLOOR23' - 8"3029EXISTINGCLASSROOM278INFILL276PAINTED GWB, COLORTO MATCH EXISTING.ALIGN FACE WITHEXISTING WALL3-5/8" FRAMING1HR RATEDCONSTRUCTION1'-9"9"PAINTED GWBSOLID HARDWOODCORNERMAPLE VENEERPLYWOOD7'-2 7/8"3 1/8"4" WOOD BASE2-1/2" CFMF ATEXISTING OPENINGCPT-1CPT-39 1/2"FABRIC WRAPPEDPANEL1'-6"1/4" REVEAL1/4" REVEAL1/4" REVEAL IN 2"HARDWOODDOOR 217GWB SOFFIT02 SECOND FLOOR23' - 8"3231.8DEMOLISH EXISTINGWALL, SEE ELEVATIONFOR EXTENTS1'-1"RESILIENTFLOORING TILEREMOVE EXISTINGWINDOW7'-8 1/8"DOUBLE ACTINGWOOD DOORHARDWOOD BORDERWOOD PANELFABRIC WRAPPED PANEL2214 7/8"HM FRAMECONTINUOUS WOODTRIM1HR RATED FIREDOOOR2229 1/2"3/8"1'-6"1HR RATED FIRECONSTRUCTIONREVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA412Cornell UniversityWALL SECTIONSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/2" = 1'-0"A4121Section 9 1" = 1'-0"A4122Section 7 1" = 1'-0"A4123Enlarged Detail 1" = 1'-0"A4124Section at Food Lab Entrance2 2 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" H G T.O. NEW ROOF 39' - 8" G2 INSTALL EXHAUST FANS FOR SMOKE PURGE SYSTEM LAMINATED SAFETY GLASS CEILING PAINTED GWB TO MATCH EXISTING ABOVEE16x45 E16x89VINYL FLOORING, TO MATCH EXISTING EXISTING FLOOR CONSTRUCTION 11 3/4" VIF TRANSFER DUCT GRILLE EXISTING RAILING TO BE DEMOLISHED. PATCH FLOOR WITH NEW FLOORING TO MATCH EXISTING NEW STEEL STRUCTURE ATTACH CROSS T-RAIL TO ADJACENT FRAMING DOWELED MAPLE WOOD PANEL GRILLE ATTACH WOOD PANEL GRILLE TO T-RAIL ABOVE WITH CLIPS SUSPEND T-RAIL FRAMING FROM EXISTING CEILING OR NEW MTL DECKING WOOD SLAT 1" CLEAR WHERE ADJACENT TO FRAMING CARPET TILE FLOORING MOUNT SPRINKLER HEAD BELOW BOTTOM OF WOOD GRILLE, SEE MEP FOR LOCATIONS W8x15 INSTALL TRACK LIGHT FIXTURE BETWEEN SLATS TRANSFER DUCT GRILLE, FACE FLUSH WITH EXISTING CEILING 9'-3 3/4" H.1 H.2 15'-0"3"3" 3" ANGLE SUPPORTS AT 3 SIDES OF HSS, ATTACHED TO STEEL PLATE STEEL PLATE ATTACHED TO EXISTING BEAM 2 1/2"6'-9 1/2"6"A415 3 W8x15 3"3" 2"2" 1HR FIRE RATED GWB 8 3/4" BLANKET INSULATION F7 LIGHT FIXTURE1" WOOD FLOORING 3/4" PLYWOOD SUSPENDED WOOD CEILING GWB CEILING 8"6 1/2"11"W 8" X 22" CEILING COVE WITH LED LIGHT FIXTURE PATCH CONCRETE FLOOR TO PROVIDE LEVEL FINISH VAPOR BARRIER H 31.8 30 29 3 A415 G2 2 A413 VINYL FLOORING TO MATCH EXISTING. 2 A415 VERTICAL BUTT JOINTS WITH CLEAR SEALANT. 1 A415 3 X 3 HSS STEEL TUBE SUPPORTS WITH W8X13 ABOVE. LAMINATED GLASS CEILING ABOVE 2 A414 H.1 H.2 6" A415 4 31.1 31.2 MAPLE FLOORING 9'-10 3/4" 5 A415 MAPLE VENEER PLYWOOD ON Z-CLIPS ON GWB MAPLE VENEER PLYWOOD ON Z-CLIPS ON GWB 31.311'-3 5/8"5'-2 3/4"5'-2 3/4"6'-0 7/8"WOOD DOOR WITH GLASS EXTENT OF WORK AREA. SIMILAR OTHER SIDE WOOD THRESHOLD 8'-9 3/4" FLITCH BEAM ABOVE 6'-1 5/8"5'-2 3/4"5'-2 3/4"9"9"A414 1 3'-0" 6" HARDWOOD PANEL 6" 6" HARDWOOD PANEL MAPLE FLOORING RANDOM 2", 6", 10" WOOD FLOORING RANDOM 2", 6", 10" WOOD FLOORING RANDOM 2", 6", 10" WOOD FLOORING 2" WOOD FLOORING BORDER 2" WOOD FLOORING BORDER 2" WOOD FLOORING BORDER STORAGE REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 3/4" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA413Cornell UniversityINFILL ENTRY DETAILSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 3/4" = 1'-0"A413 2 Detail Section - Bridge 3/4" = 1'-0"A413 1 Wood Floor Enlarged Plan 2 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 BLANKET INSULATION DOWELED MAPLE WOOD PANEL GRILLE TRACK LIGHT FIXTURE JUNCTION BOX MOUNTED TO WOOD GRILLE 7'-6"EXIT EXIT O P E N 218 220 WOOD DOOR FRAME EQ EQ EQ2"9 1/2"2"02 SECOND FLOOR 23' - 8" 03 THIRD FLOOR 37' - 8" 31.83029 3 A415 31.1 31.2 31.3 9"5'-2 3/4"5'-2 3/4"5'-3 7/8"9" A415 2 A415 5A415 1 TRANSFER DUCT GRILLE, SEE MEP DWGS NEW GWB EXISTING GWB, PATCH AND PAINT INSTALL SMOKE EXHAUST FANS FOR SMOKE PURGE SYSTEM 9" FS7 218 7'-6"9 1/2"2"6'-10"6"8'-3 1/2"MAPLE VENEER PLYWOOD ON Z-CLIPS ON GWB CONNECT 3x3 HSS TO EXISTING STRUCTURE ABOVE 2'-7 3/8"2'-7 3/8"2'-7 3/8"2'-7 3/8"2'-7 3/8"2'-7 3/8" W8x15 2 A413 1'-6"A414 3 STORAGE CLOSET 1HR RATED PARTITION UL DES. U419 03 THIRD FLOOR 37' - 8" 3029 1'-7 5/8" VIF EXISTING SKYLIGHT TOP OF EXISTING OPENING STAINLESS STEEL FLASHING NEW EXHAUST FAN 6"3'-6"4" VIFPREFORMED ALUMINUM SILL PAINTED GWB, FLUSH WITH EXISTING GWB ABOVE PATCH AND PAINT EXISTING GWB 6 5/8" PATCH AND PAINT EXISTING GWB ALIGN FACE OF GRILLE WITH FACE OF EXISTING GWB PROPELLOR-SIDE GUARD STAINLESS STEEL FLASHING BLOCKING SPLICE NEW EPDM WITH EXISTING ROOFING MEMBRANE. CONTINUE OVER TOP OF BLOCKING, UNDER FLASHING 1'-0" EXISTING ROOF CEMENT STUCCO EXTERIOR TO MATCH EXISTING 2'-0" VIFTOP OF EXISTING OPENING 1'-4" VIF9 3/4" VIF (E) 16x26REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA414Cornell UniversityINFILL ENTRY DETAILSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/2" = 1'-0"A414 1 East Elevation Storefront 1/2" = 1'-0"A414 2 Bridge North South Section 1" = 1'-0"A414 3 Section at Exhaust Fan 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 02 SECOND FLOOR 23' - 8" 3029 1'-9"9"9 1/2"7'-6"2'-8 1/2"3x3 HSS 3/4" MAPLE VENEER PLYWOOD ON W8x15 (2) 1/2" LAYERS LAMINATED TEMPERED GLASS. SCRATCH-RESISTANT COATING ON TOP SURFACE PAINTED GWB EXISTING CLASSROOM 278 EXISTING ALUMNI AFFAIRS 174 Z-CLIP MOUNTED TO 5/8" GWB 6" HARDWOOD BASE 4"2"STEEL PLATE 6 x 2 x 1/4" HSS WOOD FLOORING 5" CONCRETE GWB CEILING 3/4" PLYWOOD 2"5"1'-2 1/2"11"VAPOR BARRIER WOOD FLOORING WOOD BLOCK 31.1 9 1/2"2"6'-10"2"5 1/2"2"3"3" 6" WOOD THRESHOLD 6" 1 3/4" W8x15 LAMINATED TEMPERED GLASS (2) 1/2" LAYERS FLITCH BEAM, SEE STRUCT DWGS 2'-7 3/8"1 1/2"1/2" MAPLE VENEER PLYWOOD 3/4" HARDWOOD EDGING 3/4" PLYWOOD VAPOR BARRIER 3" CONC. SLAB ON 2" METAL DECK W8 X 15 1'-9"5/8" GWB CEILING 02 SECOND FLOOR 23' - 8" G2 FIRE RATED INSULATION W 8" X 22" H.2 WOOD PLUG, TYP. TRANSFER DUCT GRILLE 6"6'-10"2"9 1/2"3/4" PLYWOOD W 8 X 15 LAMINATED TEMPERED GLASS (2) 1/2" LAYERS 3/8" TEMPERED GLASS HSS IN WOOD SURROUND BEYOND EXISTING CORRIDOR 20055 5"1 HR RATED GWB RESILIENT FLOORING TILE TO MATCH EXISTING 1 1/2" 1 HR RATED GWB STEEL PLATE 2"4"6" 2"4" ROLLED STEEL ANGLE 3/4" PLYWOOD VAPOR BARRIER WOOD FLOORING 6 7/8"8"6 1/2"11"2 3/8"10"10 DEG CONTINUOUS WD BASE FOR LED LIGHT FIXTURE HARDWOOD CAP WOOD BLOCK PATCH CONCRETE FLOOR H.2 WOOD THRESHOLD 1/2" TEMPERED GLASS 6"3" 3x3 HSS 31.1 4 1/4"1 3/4"WOOD FLOOR BELOW 6"RESILIENT FLOORING TILE TO MATCH EXISTING 1/2" MAPLE VENEER PLYWOOD 3/4" HARDWOOD EDGING 11" WOOD FLOOR BELOW 02 SECOND FLOOR 23' - 8" 31.2 9 1/2"7'-6"OPEN BEYOND W8 X 15 5/8" GWB CEILING REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1 1/2" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA415Cornell UniversityINFILL ENTRY DETAILSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1 1/2" = 1'-0"A415 1 Section 10 1 1/2" = 1'-0"A415 2 Section 8 1 1/2" = 1'-0"A415 3 Infill Entry Section 1 1 1/2" = 1'-0"A415 4 Callout of Wood Floor Enlarged Plan 1 1/2" = 1'-0"A415 5 Section 11 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 J T.O. NEW ROOF 39' - 8" PREFORMED METAL PANEL PREFORMED ALUMINUM COPING FIRE RETARDANT TREATED EXTERIOR GRADE PLYWOOD SHEATHING CONTINUOUS SEALANT NEW EPDM. CONTINUOUS TO EXISTING ROOF. LAP UP AND OVER PARAPET, UNDER COPING REMOVE EXISTING INSULATION TO DECK 6" CFMF WOOD BLOCKING METAL PANEL CLIP SECURED TO WOOD BLOCKING METAL ANGLE NEW EPDM. CONTINUOUS TO EXISTING ROOF. LAP UP AND OVER PARAPET, UNDER COPING 5" MIN. LAP 1'-0" NEW ROOF MEMBRANE1'-0 1/2"4"8" MIN2"2'-4 1/2"BATT INSULATION TO 10" MIN ABOVE ROOF DECK 29 T.O. NEW ROOF 39' - 8"8"MIN. LAP 1'-0" NEW ROOF MEMBRANE PREFORMED METAL PANEL 6" CFMF METAL PANEL CLIP THROUGH WALL SCUPPER, SEE PLAN FOR LOCATIONS METAL FRAMING INFILL TO ELEVATION OF ATRIUM ROOF LOW POINT FIRE RETARDANT TREATED EXTERIOR GRADE PLYWOOD SHEATHING PREFORMED ALUMINUM COPING WOOD BLOCKING EPDM ROOFING MEMBRANE CONTINUE FULL HEIGHT ONTO FRAMING INFILL CONTINUOUS SEALANT CAULK AT ALL EXPOSED EDGES OF SCUPPER EPDM ROOFING MEMBRANE. CONTINUE UNDER SCUPPER. ATTACH TO EPDM AT OPPOSIDE SIDE OF OVERBUILD 5/8" PROTECTION BOARD EXISTING ROOF CONSTRUCTION 1'-3" VIF 5'-8"1'-3" VIF2'-6" VIF6"6" CFMF INFILL TO ELEVATION OF ATRIUM ROOF LOW POINT. MATCH SLOPE OF EXISTING ROOF F.O. PANEL 1'-3"10" MIN2 1/2"7"2'-4 1/2"2 1/2" REMOVE ROOFING AT ROOF INSULATION TO ROOF DECK AT NEW WALL LOCATION. ANCHOR NEW STUD TO DECK FACE OF STRUCTURAL WALL SECURE NEW STRUCTURE TO EXISTING FRAMING EPDM ON TREATED PLYWOOD 3/4" FIRE RATED PLYWOOD 29 T.O. NEW ROOF 39' - 8" F.O. PANEL 1'-3"6" MIN.CONTINUOUS SEALANT PREFORMED ALUMINUM COPING WOOD BLOCKING 2'-4 1/4"INSULATED METAL SPANDREL 6" CFMF EPDM ROOFING MEMBRANE, LAP UP AND OVER PARAPET, UNDER COPING CONTINUOUS SEALANT 5/8" PROTECTION BOARD FIRE FREATED AND PRESSURE TREATED PLYWOOD CRICKET MIN 4" ROOF INSULATION 1-1/2" ROOF DECKING W16x26 BEYOND (3) LAYERS 1/2" PLYWOOD TO MATCH WIDTH OF PARAPET OVERBUILD. SEE 2/A420 6" INSULATION 29 8"MIN. LAP 1'-0" NEW ROOF MEMBRANE 2"PREFORMED METAL PANEL 6" CFMF METAL PANEL CLIP FIRE RETARDANT TREATED EXTERIOR GRADE PLYWOOD SHEATHING PREFORMED ALUMINUM COPING WOOD BLOCKING EPDM ROOFING MEMBRANE CONTINUE UP WALL FULL HEIGHT CONTINUOUS SEALANT NEW EPDM ROOFING MEMBRANE. CONTINUE UNDER COPING. ATTACH TO EPDM AT OPPOSIDE SIDE OF OVERBUILD 5/8" PROTECTION BOARD EXISTING ROOF CONSTRUCTION 1'-3" VIF 1'-3" VIF2'-6" VIF6" CFMF INFILL TO ELEVATION OF ATRIUM ROOF LOW POINT. MATCH SLOPE OF EXISTING ROOF 10" MIN2 1/2"7"2'-4 1/2"F.O. PANEL 1'-3" REMOVE ROOFING AT ROOF INSULATION TO ROOF DECK AT NEW WALL LOCATION. ANCHOR NEW STUD TO DECK SECURE NEW STRUCTURE TO EXISTING FRAMING 3/4" FIRE RATED PLYWOOD K 32 31.5 8" CURTAIN WALL METAL PANEL EXISTING PARAPET 1/2" FIRE RETARDANT TREATED EXTERIOR GRADE PLYWOOD SHEATHING ALUMINUM MULLION 6" CFMF INSULATED METAL PANEL METAL PANEL CLIP SECURED TO WOOD BLOCKING PREFORMED METAL PANEL CONTINUOUS SEALANT AND BACKER ROD 6" CFMF ALIGN F.O. PLYWOOD ELEV. 38'-8" T.O. PARAPET STRUCTURAL SILICONE JT AT VERTICAL CONNECTIONS NEW EPDM ROOFING MEMBRANE NEW ROOF DECK AND ROOF NEW ROOF MEMBRANE, EXISTING ROOF DECK TO REMAIN F.O. PANEL1'-5"3 A416 SIM. NEW INFILL TO LEVEL OF EXISTING ATRIUM ROOF. SEE ROOF PLAN FOR EXTENT 4 A416 SIM. A416 7 6 A4167 1/2"T.O. NEW ROOF 39' - 8" 31.5 2 1/2"VARIES 1'-5" EXISTING PARAPET CONTINUOUS BACKER AND SEALANT PREFORMED METAL PANEL FIRE RETARDANT TREATED EXTERIOR GRADE PLYWOOD SHEATHING ATRIUM ROOF LOW POINT EXISTING ATRIUM ROOF FLUID APPLIED VAPOR RETARDING MEMBRANE APPLIED TO NEW EPDM ROOFING MEMBRANE. CONTINUE AND ATTACH UNDER COPING SECURE NEW STRUCTURE TO EXISTING FRAMING 6" CFMF INFILL TO ELEVATION OF ATRIUM ROOF LOW POINT. MATCH SLOPE OF EXISTING ROOF 3/4" FIRE RATED PLYWOOD CONTINUOUS SEALANT PREFORMED METAL COPING WOOD BLOCKING METAL PANEL CLIP STAINLESS STEEL FLASHING 5/8" PROTECTION BOARD K T.O. NEW ROOF 39' - 8" METAL PANEL CURTAIN WALL 6 1/2" VIF VARIES3'-0"2 1/2"INSULATED METAL PANEL TO MATCH CURTAIN WALL PREFORMED ALUMINUM PANEL TO MATCH INSULATED METAL PANEL MIN.8"MAINTAIN 8" MIN CLEARANCE FROM EXIST. ROOF TO B.O. METAL PANEL PREFORMED ALUMINUM COPING EXISTING PARAPET VIF STRUCTURAL SILICONE JOINT 5" ALUMINUM CLOSURE PLATE FLUID APPLIED VAPOR RETARDING MEMBRANE EPDM MEMBRANE ALUMINUM CURTAIN WALL REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA416Cornell UniversityPARAPET DETAILSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1 1/2" = 1'-0"A416 1 Parapet Section 1 1 1/2" = 1'-0"A416 2 Parapet Section 3 1 1/2" = 1'-0"A416 3 Parapet Section 2 1 1/2" = 1'-0"A416 4 Parapet Section 4 1 1/2" = 1'-0"A416 5 Parapet Connection Enlarged Plan 1 1/2" = 1'-0"A416 6 Parapet Section 5 1/2" = 1'-0"A416 7 Elevation/Section at Parapet Transition No. Date Description 31.8 L FIRETROL COLUMN 10 3/4" 1'-2" 1'-6" 8" 9" SEALANT JOINT BLUESTONE CAP 7 1/2" 6 1/2"7 1/2"6 1/2"1" 2'-6" 3 5/8" STONE VENEER BELOW 3 5/8" STONE VENEER BELOW BLUESTONE CAP 31.5 2" 2" EDGE OF STONE 9 1/2"7 A410 K J 32 31.8 EXISTING COLUMNS 7'-9 1/2" VIF 2 A412 9"1'-1" VIF8" VIF9" VIF2" WOOD SURROUND CAP 1/2" REVEAL, CONTINUOUS AROUND WINDOW OPENING PAINTED GWB EXISTING WALL FINISHES TO REMAIN 1 A412 31.5 4 1/2"HARDWOOD EDGE 3/4" MAPLE VENEER PLYWOOD Z-CLIP ATTACHED TO GWB AND PLYWOOD 5/8" GWB 3-5/8" CFMF GWB AT EXISTING COLUMN SURROUND TO REMAIN. PATCH AND PAINT ALIGN 31 30 L2 M L 29 1 A411 LATERAL BRACING 6" x 6" HSS 6" 16 GA. MTL FRAMING 4-1/4" STONE VENEER ON 1/2" STAINLESS STEEL LETTERING, ATTACHED TO LIMESTONE VENEER PANELS W SS POSTS 28.9 30.91'-7 5/8"8" HSS WIND GIRT THROUGH WALL. SEE STRUCTURAL DWGS. SEALANT AND BACKER ROD, CONTINUOUS AT PERIMETER OF OPENING HSS WIND GIRT THROUGH WALL. SEE STRUCTURAL DWGS.1'-5 1/2"1'-9"4'-11 1/2"1'-1"3-5/8" STONE VENEER BELOW BLUESTONE CAP STAINLESS STEEL HANGER CLIPS BY STONE MFG. SECURE THROUGH GYP SHEATHING TO COLD FORMED METAL FRAMING 2-1/4" AIR SPACE 1'-8 1/4"1'-8 1/4" 3'-4 1/2" 9" 6 1/2" 4" 3 3/4" 1 5/8"1 1/2"11'-5 1/4"1'-6"6 5/8"1'-0 1/2"1" K 32 EXISTING LINTEL ABOVE, SHOWN DASHED. 2-1/4" LIMESTONE VENEER POWER ACTUATED DOOR OPENER 31.5 1'-6 1/2" 6"1'-0 1/2" CUT LINTEL ABOVE 1'-11"3'-0"EXISTING WINDOW 11 1/4" VIF POWER ACTUATED DOOR OPENER 9 1/2"7 1/2"11 1/2"20'-6"STAINLESS STEEL DOWNSPOUT STAINLESS STEEL DOWNSPOUT SLEEVE AND ADAPTER AT BASE STAINLESS STEEL HANGER CLIPS BY STONE MFG. SECURE TO EXISTING MASONRY WALL BACKER ROD AND SEALANT ALUMINUM AND GLASS DOOR BLUESTONE SILL BELOW 2" FLUID APPLIED VAPOR RETARDING MEMBRANE 1'-0 1/2" VIF REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA601Cornell UniversityENLARGED PLANSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1 1/2" = 1'-0"A601 1 Vestibule Column Detail 1" = 1'-0"A601 2 Atrium Window Detail 1" = 1'-0"A601 3 Callout of Ground Floor Plan 1" = 1'-0"A601 4 Callout (2) of Ground Floor Plan No. Date Description K 3029 3 A602 1'-6 1/2"5 1/2"1/2"1'-1"1'-6 1/2"WOOD SEAT ABOVE 7 1/2" A602 22 1/8"2'-9 1/2"2"6'-2"2" 9'-6" 4 A602 468 SF VESTIBULE G00521'-6 1/2"ALUMINUM CLOSURE PLATE BY CURTAIN WALL MFR CUH PIPES 6"3"RETURN GRILLE ABOVE 3/4" MAPLE VENEER PLYWOOD Z-CLIPS AT 12" O.C. ATTACHED TO PLYWOOD AND GWB 5/8" GWB INSULATED METAL PANEL 7 1/2"1/8" x 2" ALUMINUM ANGLE 1/8" ALUMINUM BREAK METAL (3) REMOVABLE PANELS ALUMINUM PULL ATTACHED TO REMOVABLE PANEL STAINLESS STEEL ROLLER CATCH. STRIKE ATTACHED TO REMOVABLE PANEL UNISTRUT P1000. JOISTS UNDER BENCH AT 16" O.C. 1'-4" TYP.5 1/2"5/8" EXTERIOR SHEATHING WITH FLUID APPLIED VAPOR RETARDING MEMBRANE FRAMING TO SUPPORT EXTERIOR ALUMINUM PLATE 1"1 A703 00 GROUND FLOOR 0" K 3/8" TERAZZO FLOOR. COLOR TO MATCH EXISTING, ALIGN JOINTS WITH EXISTING. CUH-1REMOVABLE PANEL LINEAR ALUMINUM SUPPLY BAR GRILLE CUH, SEE MEP DWGS EXISTING ATRIUM G0051 VESTIBULE G0052 LINEAR ALUMINUM RETURN BAR GRILLE 2"1'-8"2"6"2"4"6"3 3/4" 1'-6 1/2"3'-2"5"1"5/8" MORTAR BED AS REQUIRED TO PROVIDE LEVEL SURFACE CONCRETE SLABCARPET TILE CONCRETE SLAB WITH RADIANT HEAT 5" CONCRETE BASE ELEV. -0'-5" B.O.S. ELEV. 0'-1" F.F. ELEV. -0'-7" B.O.S. 1/16" DIVIDER STRIP FIBERGLASS REINFORCED PLASTIC RETURN DUCT5"1/8" ALUMINUM BREAK METAL 1/8" x 2" ALUMINUM ANGLE INSULATED METAL PANEL ALUMINUM PULL ATTACHED TO REMOVABLE PANEL STAINLESS STEEL DOUBLE ROLLER CATCH, STRIKE ATTACHED TO REMOVABLE PANEL 2"STAINLESS STEEL DOUBLE ROLLER CATCH, STRIKE ATTACHED TO REMOVABLE PANEL UNISTRUT P1000. JOISTS AT 16" O.C. HARDWOOD EDGING 1"2"VERTICAL RETURN DUCT TO FLOOR GRILLE ABOVE 1/4" REVEAL 3029 HOLD 9" 7'-3 7/8"1'-9"3'-2"2"2'-9 1/2"2"6'-2"2"1" 7 1/2"7 1/2" ALIGN MAPLE VENEER PLYWOOD CUH ACCESS PANELS CUH IN WALL ALUMINUM LINEAR BAR GRILLE SUPPLY 4" HARDWOOD BASE HARDWOOD TRIM MAPLE VENEER PLYWOOD 1/8" ALUMINUM EDGE ANGLE 3'-6" ENTRANCE FLOOR MAT 5" CONCRETE SLAB EQ EQ EQ 6"ALUMINUM PULL ATTACHED TO REMOVABLE PANEL STAINLESS STEEL ROLLER CATCH ATTACHED TO INSIDE FACE OF REMOVABLE PANEL UNISTRUT P1000 BEHIND REMOVABLE PANEL 1 5/8"2'-0 5/8"1"1/4" REVEAL AT ALL PLYWOOD BORDERS 2"2"1/4"1'-6"2 1/4"HARDWOOD BASE HARDWOOD EDGING 3/4" MAPLE VENEER PLYWOOD Z-CLIP ATTACHED TO PLYWOOD AND GWB 5/8" GWB 3-5/8" CFMF EXISTING MASONRY OR NEW CONSTRUCTION 5 1/2" (3) LAYERS 5/8" GWB FABRIC WRAPPED PANEL SYSTEM ON Z-CLIPS ON GWB LINE OF FLOOR 8'-5 1/4"SEE ELEVATION4"1/4" REVEAL AT ALL PLYWOOD BORDERS REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1 1/2" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA602Cornell UniversityCUH CABINET DETAILSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1 1/2" = 1'-0"A602 1 Atrium CUH Cabinet Enlarged Plan 1 1/2" = 1'-0"A602 3 Wall Section 9 1 1/2" = 1'-0"A602 2 CUH Enclosure Elevation 1 1 1/2" = 1'-0"A602 4 Typical Plywood Veneer Wall Construction No. Date Description K J1 A412 START POINT 5/8" GWB 3-5/8" CFMF 9" (2) LAYERS EXISTING GWB ON 2-1/2" MTL STUDS SHOWN DASHED. PATCH AND PAINT. 1'-3 1/2"6 1/2"6'-2"6 1/2"3'-0 3/4" VIF9"9"A603 2 2"1'-1 1/2"2"2 1/2"2"6'-2"2"2 1/2"2"2'-10 3/4" VIF 2" Z-CLIP ATTACHED TO GWB AND PLYWOOD 3/4" MAPLE VENEER PLYWOOD HARDWOOD EDGE 1/4" REVEAL AT ALL PLYWOOD BORDERS 1/4" REVEAL AT ALL PLYWOOD BORDERS10" CUHLINEAR ALUMINUM SUPPLY BAR GRILLE ABOVE MAPLE VENEER PLYWOOD CUH REMOVABLE ACCESS PANEL ALUMINUM PANEL ALUMINUM PANELCUH SUPPLY DUCT ABOVE 5 A603 REMOVE EXISTING CARPET AT COLUMN. EXISTING GWB TO REMAIN. PATCH AND PAINT GWB NEW GWB 2"3 3/4"6"3 3/4"2"2 1/2"2"6'-2"2"2 1/2"2"2'-10 3/4" VIF 2"2"4'-8"2"2'-8"4"NEW MAPLE VENEER PLYWOOD ON Z CLIPS ON GWB 4" HARDWOOD BASEBOARD CUH (3) MAPLE VENEER PLYWOOD CUH REMOVABLE PANELS REMOVE EXISTING MARBLE TRIM AT COLUMN PAINTED WOOD BASE AT EXISTING COLUMN LINEAR ALUMINUM SUPPLY BAR GRILLE 1'-6"8'-0"FABRIC WRAPPED PANEL 2" HARDWOOD EDGE 1/4" REVEAL, TYP.2'-8"LINEAR ALUMINUM RETURN BAR GRILLE 4'-0" X 2-1/2" RECESSED LIGHT FIXTURE 2-1/2" ALUMINUM PANEL 3'-0 3/4" VIF6 1/2"6'-2"6 1/2"1'-3 1/2" ALIGN CURTAIN WALL DOOR HEADER MULLION ELEV. 3'-2" ALIGN 4'-0" X 2-1/2" RECESSED LIGHT FIXTURE 2 A603 1 A603 5 A603 4'-0"8 3/4" 2-1/2" ALUMINUM PANEL 2" HARDWOOD PANEL K 30 START POINT5/8" GWB 3-5/8" CFMF (2) LAYERS EXISTING GWB ON 2-1/2" MTL STUDS SHOWN DASHED. PATCH AND PAINT.9"9"A603 2 10 1/2" Z-CLIP ATTACHED TO GWB AND PLYWOOD 3/4" MAPLE VENEER PLYWOOD HARDWOOD EDGE 1/4" REVEAL AT ALL PLYWOOD BORDERS LIGHT FIXTURE CUH BELOW SUPPLY DUCT 8 3/4" 1/4" REVVEAL AT ALL PLYWOOD BORDERS LINEAR ALUMINUM SUPPLY BAR GRILLE 2 1/2"2 1/2" 6"10"6'-6" 00 GROUND FLOOR 0" 30 1'-6"2"4'-8"2"2'-6"2"4"1/4"1/4"FABRIC WRAPPED PANEL SYSTEM 1/4" REVEAL AT ALL PLYWOOD BORDERS 3/4" MAPLE VENEER PLYWOOD (3) LAYERS 5/8" GWB HARDWOOD EDGING Z-CLIP ATTACHED TO GWB AND PLYWOOD REMOVABLE PANEL LINEAR ALUMINUM RETURN BAR GRILLE HARDWOOD BASE 4" CONCRETE BASE STAINLESS STEEL DOUBLE ROLLER CATCH, STRIKE ATTACHED TO REMOVABLE PANEL ALUMINUM PULL ATTACHED TO REMOVABLE PANEL STAINLESS STEEL DOUBLE ROLLER CATCH, STRIKE ATTACHED TO REMOVABLE PANEL 1/16" DIVIDER STRIP TO MATCH EXISTING 5/8" MORTAR BED AS REQUIRED TO PROVIDE LEVEL SURFACE 3/8" TERAZZO FLOOR. COLOR TO MATCH EXISTING, ALIGN JOINTS WITH EXISTING. CONCRETE SLAB4"1"4"4"9'-6"1/4"REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1 1/2" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA603Cornell UniversityCUH CABINET DETAILSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1 1/2" = 1'-0"A603 1 Atrium CUH Enlarged Plan 1 1 1/2" = 1'-0"A603 2 Atrium CUH Elevation 1 1 1/2" = 1'-0"A603 3 Atrium CUH Enlarged Plan 2 1 1/2" = 1'-0"A603 5 Section 12 No. Date Description K 32 31.8 L2ML 2'-8 1/2" 2'-8 1/2" 2'-8 1/2" 2'-8 1/2" 2'-8 1/2" PROFILE OF STAINLESS STEEL GUTTER SHOWN FOR REFERENCE PROFILE OF CANTED STEEL BEAM SHOWN FOR REFERENCE PROFILE OF CANOPY SHOWN DASHED FOR REFERENCE. 17.00°GUTTER SLOPE 4" x 4" SQUARE STAINLESS STEEL DOWNSPOUT. CONNECT TO TRENCH DRAIN BENEATH SLAB. STAINLESS STEEL CABLE AND CABLE CONNECTION. SEE STRUCT DWG 8'-4 3/8"9'-1 7/8"9'-11 1/2"10'-9"11'-6 5/8"12'-10 1/4"2'-8" TYP. FOR (6) GLASS PANELS2'-11" TYP. FOR (8) GLASS PANELS< BRACE < BRACE< BRACE 11 1/2" 2'-2 7/8" 2'-8 1/2" 2'-8 1/2" 2'-8 1/2" 2'-2 5/8" 11 1/2" < BRACE < BRACE < BRACE < BRACE < BRACE 8.18° CUT EXISTING PRECAST LINTEL EXISTING WALL 10 3/4"BEAM ABOVE, SHOWN DASHED. SEE STRUCT DWGS WIND GIRT, SEE STRUCTURAL DWGS. PROVIDE 1HR RATING WITH INTUMESCENT PAINT LIMESTONE VENEER WALL BELOW. 9" 31.5 TIE CANOPY SUPPORT INTO EXISTING BEAM. SEE STRUCT DWGS1'-11"1'-0 1/2" VIF REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA604Cornell UniversityENLARGED CANOPY DETAILS Ithaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1" = 1'-0"A604 1 South Canopy Plan No. Date Description L 29 2'-5" 2'-5" 2'-5" GUTTER SLOPE PROFILE OF STAINLESS STEEL GUTTER SHOWN FOR REFERENCE PROFILE OF CANTED STEEL BEAM SHOWN FOR REFERENCE PROFILE OF CANOPY SHOWN DASHED FOR REFERENCE. 2 1/2" (TO MATCH CURTAIN WALL MULLION SYSTEM) x 5" STAINLESS STEEL 'BAR' STOCK CANOPY FRAME (ALL MEMBERS SAME SIZE) OUTLINE OF GLASS PANELS BELOW (SHOWN DASHED) < BRACE < BRACE < BRACE < BRACE < BRACE < BRACE 8" TYP. 4" TYP. 4" x 4" SQUARE STAINLESS STEEL DOWNSPOUT 3"4"HORIZONTAL MULLION (BELOW)9'-4 1/8"10'-4 3/4"11'-5 1/8"12'-11 1/2"11 1/2" 1'-11 1/8" 2'-5" 1'-11 1/4" 11 1/2" 1'-0" 5 .50° EXISTING CONSTRUCTION 28.9 4 A60211'-3 3/4"5 1/2"ALUMINUM CLOSURE PLATE BY CURTAIN WALL MFR 5/8" EXTERIOR SHEATHING WITH FLUID APPLIED VAPOR RETARDING MEMBRANE FRAMING TO SUPPORT EXTERIOR ALUMINUM CLOSURE PLATE 01 FIRST FLOOR 12' - 8" 29 'KOROLATH' PADS BETWEEN STEEL PLATES AUTOMATED WINDOW OPENER MOUNTED TO HORIZONTAL MULLION BELOW CURTAIN WALL VENT. SEE ELEV FOR LOCATIONS 4 1/4" 7 1/4" x 3" CONTINUOUS STAINLESS STEEL BENT PLATE GUTTER BRACE 13" x 4 1/4" CONTINUOUS STAINLESS STEEL BENT PLATE WITH SEALED END PLATES (CONTINUOUS WELD WITH GROUND AND BUFFED EDGES)1'-0"7 1/4"2" 16 ga. STEEL C RUNNER ATTACHED TO CURTAIN WALL SYSTEM 2" MINERAL WOOL INSULATION CONTINUOUS STAINLESS STEEL PLATE (SEE PLAN DWGS FOR LENGTH) WITH REAR ATTACHED POSTS (MALE) TO ALIGN WITH MOUNTING POSTS CANOPY CLIP ANGLE, BOTH SIDES OF MEMBER STEEL PLATE HSS WIND GIRT. PROVIDE 1HR RATING WITH INTUMESCENT PAINT. SEE STRUCT DWGS FILL ALL INSULATION AND BREAK METAL PENETRATIONS WITH FIRE RATED CAULK/TAPE 1/4" ALUMINUM BREAK METAL 4"10"10"3"7 1/2"7 1/2" TAB PLATE, SEE STRUCT DWGS HANGER ROD ALIGNED WITH MULLION, SEE ELEVATION STAINLESS STEEL DOWNSPOUT, BEYOND F? LIGHT FIXTURE MOUNTED TO CANOPY SUPPORT 02 SECOND FLOOR 23' - 8" 3029 7 3/4"7 3/4"W16x31 HSS CANOPY SUPPORT. PROVIDE 1HR RATING WITH SPRAY FIREPROOFING. SEE STRUCT DWGS REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA605Cornell UniversityENLARGED CANOPY DETAILS Ithaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1" = 1'-0"A605 1 North Canopy Plan 1 1/2" = 1'-0"A605 2 Canopy Section Detail 1 1 1/2" = 1'-0"A605 3 Canopy Section Detail 2 No. Date Description 02 SECOND FLOOR 23' - 8" L2 SECOND FLOOR 23' - 8" 03 Third Floor 35' - 5 1/4" K.6L2M T/STL Scnd Floor 23' - 3" T/STL GLASS CEILING32' - 0" 4 3/4" 1 3/4"3" 1'-7 1/8" SPRAY FIREPROOFING 1'-0"8 3/4"2 1/4"1'-2"1'-11"1'-4"4'-5"1'-6"5'-3 7/8"MONTIGO C-420-CL FIREPLACE UNIT 6" CFMF SUPPORTED BY CFMF POSTS TO FLOOR 2" STEEL TUBE 1/2" CEMENTITIOUS BOARD 1-1/2" BLUESTONE 5'-1 1/4"6"3/4" PLYWOOD BLUESTONE MANTLE 2-1/4" BLUESTONE PANEL 1-1/2" BLUESTONE TO ALIGN WITH INSIDE OF FIREPLACE THROATALIGN ALIGN FIXED GLASS PANEL 2-1/4" LIMESTONE PANEL 9-3/4" DIA. REAR EXHAUST DUCT 2"1'-10 1/2"3'-9 7/8"2'-0" AIR INTAKE GRILLE 6'-0" MIN. 6 5/8"6 1/2" 1'-8 1/4"1'-8 1/8" 9-3/4" EXHAUST DUCT TO VENT IN ROOF 6X6 HSS 1'-8 1/4"1'-8 1/4" INFILL 276 6" CFMF 5/8" SHEATHING STAINLESS STEEL HANGER CLIPS BY STONE MFG. SECURE THROUGH SHEATHING TO COLD FORMED METAL FRAMING FLUID APPLIED VAPOR RETARDING MEMBRANE 3" MINERAL WOOL INSULATION 1-3/4" AIR SPACE 2-1/4" STONE VENEER LATERAL BRACING CPT-1.MINIMUM 2" CLEARANCE ABOVE DUCT EXHAUST DUCT 11"CONT. LED LIGHT FIXTURE FLUID APPLIED VAPOR RETARDING MEMBRANE 1'-4" 3"2"6"12'-0"3 A611 3"5 3/4" 6'-0" 4'-1"1 1/2"5'-4"3'-0"1'-8"8"8'-7" 2'-4"1'-4"1'-4"1'-4"1'-4"1'-4"8"8"1'-4"1'-4"1'-4"BLUESTONE MANTLE 1-1/2" BLUESTONE LATERAL FRAMING BEYOND SHOWN DASHED FIXED GLASS PANEL JOINT MONTIGO C-420-CL REAR EXHAUST, SIDE INTAKE FIREPLACE UNIT BLUESTONE PANEL A611 51'-6"1'-11"AIR INTAKE GRILLE 9-3/4" EXHAUST DUCT ABOVE CEILING AIR INTAKE LATERAL BRACING IN WALL8"1'-8"1'-8"1'-4"2'-5"8 7/8"1'-4"1'-4"1'-4"1'-4"1'-4"8"8"1'-4"1'-4"1'-4"10 1/2" 1'-1 3/4" FIREPLACE THROAT SHOWN DASHED FIXED GLASS PANEL 1-1/2" BLUESTONE BLUESTONE MANTLE BLUESTONE PANEL 1'-5" 1 1/2"1'-8"1'-11"JOINT 9-3/4" EXHAUST DUCT ABOVE CEILING LIMESTONE PANEL STEEL COLUMN (SHOWN DASHED) L2 L 28.9 28.9 30.9 30.9 3 A611 LATERAL BRACING ABOVE 6" x 6" HSS 6" CFMF 2-1/4" STONE VENEER ON 1'-7 5/8"8'-2"2'-1 3/8"STAINLESS STEEL HANGER CLIPS BY STONE MFG. SECURE THROUGH GYP SHEATHING TO COLD FORMED METAL FRAMING 1-3/4" AIR SPACE 1'-5"6 1/2" 9-7/8" DIA. OUTSIDE AIR INTAKE. OPEN TO CAVITY. BLUESTONE MANTLE ABOVE 6" CFMF 1-1/2" BLUESTONE 1/2" CEMENTITIOUS BOARD 6 1/2"3'-8"3"5 3/4"2-1/4" LIMESTONE PANEL 9-3/4" DIA. REAR EXHAUST DUCT COLLAR 2" STEEL TUBE SUPPORT FOR BLUESTONE MANTLE, SEE STRUCT DWGS 2'-5" CPT-1 1'-1 3/4"2'-4"FIXED GLASS PANEL HSS TUBE SHOWN DASHED 6'-0"3" A611 2 A611 6 A611 1 A6114 3/8" MORTAR JOINT 6" CFMF POST 3" MINERAL WOOL INSULATION 5/8" SHEATHING FLUID APPLIED VAPOR RETARDING MEMBRANE 6" CFMF ON 6x6 HSS TUBE 3/8" MORTAR JOINT 6" CFMF POST TO FLOOR MONTIGO C-420-CL FIREPLACE UNIT1'-7"4 3/4"1'-1 1/8" 1'-8 1/4"1'-8 1/4" 1"1"9-3/4" DIA. REAR EXHAUST DUCT. PROVIDE 1" CLEAR 1'-0"1'-4" ALTERNATE 4 8 3/4" 5 3/4"8"4'-8"1'-4"1-1/2" BLUESTONE 5'-4"8"4'-8"1'-1 3/4" 10 3/4" 1-1/2" BLUESTONE 5'-4"2'-9" 1'-4 5/8" 3/8" 1'-4"11"8'-7"MANTLE LED LIGHT FIXTURE BELOW (SHOWN DASHED) LINE OF OUTSIDE FACE OF PANEL ABOVE (SHOWN DASHED) REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA611Cornell UniversityFIREPLACE DETAILSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1" = 1'-0"A611 3 Fireplace Section 1 1/2" = 1'-0"A611 4 Infill Fireplace Elevation 2 1/2" = 1'-0"A611 1 Infill Fireplace Elevation 1 1" = 1'-0"A611 5 Fireplace Englarged Plan 1 1/2" = 1'-0"A611 2 Infill Fireplace Elevation 3 1/2" = 1'-0"A611 6 Infill Fireplace Elevation 4 1" = 1'-0"A611 7 Fireplace Mantle Englarged Plan Infill Perspective No. Date Description 1 Jan 17 2014 Addendum 4 2'-0"LATERAL BRACING SHOWN DASHED 017 EXIT EXIT EXIT 19'-11"POWER ACTUATED DOOR OPENERS EXIST. COLUMN 4'-9"1'-8 5/8"6'-2 1/2"11 3/4"6'-2 1/2"1'-8 5/8"4'-9" GLYCOL SYSTEM MANIFOLD (10) AUTOMATED OPERABLE VENTS CANOPY SUPPORT BEAM GWB GWB VESTIBULE CUH ACCESS PANEL VESTIBULE CUH ACCESS PANEL CW1 4'-0"EXIT SIGN LIGHT FIXTURE WOOD PANEL EXIT SIGN LIGHT FIXTURE WOOD PANEL 4 LINEAR SUPPLY GRILLE LINEAR RETURN GRILLE W3 W5W4 REMOVABLE WOOD PANELS WOOD PANEL W8 W7 W6 WOOD PANEL LINEAR SUPPLY BAR GRILLE LINEAR RETURN BAR GRILLE REMOVABLE PANELS 018 EXIT EXIT 019 PAINTED GWB REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1/4" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA701Cornell UniversityINTERIOR ELEVATIONSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/4" = 1'-0"A701 2 Vestibule West 1/4" = 1'-0"A701 1 Vestibule North 1/4" = 1'-0"A701 3 Vestibule South 1/4" = 1'-0"A701 4 Vestibule East 1/4" = 1'-0"A701 9 Atrium North 1/4" = 1'-0"A701 11 Atrium South 1/4" = 1'-0"A701 12 Atrium West 2 2 No. Date Description 2 Feb 27 2014 PR 1-9 & ASI 001 1/4" 6" TYP.6" TYP.60" TOOF SIGN101 BRAILLE ROOM NAME SIGN ELEVATION 5/8" TALL, RAISED TEXT GRADE II BRAILLE BELOW TEXT, TYP ACRYLIC PLATE 1/32" RAISED CHARACTER, PAINT SIDES OF CHARACTER TO MATCH FACE. COLORS TO BE SELECTED FROM MFR STANDARD, TYP. 1/32" RAISED BRAILLE TO MATCH BACKGROUND, SEE ELEVATION 1/32" RAISED TEXT, SEE ELEVATION. COLORS TO BE SELECTED FROM MFR STANDARD, TYP. DOUBLE FACE TAPE WALL SURFACE ROOM NUMBER: 1" TALL, RAISED TEXT IN HELVETICA FONT, TYP. COPY ON FACE PLATE, COLORS TO BE SELECTED FROM MFR STANDARD, TYP. SIGN SHALL BE PLACED ADJACENT TO LATCH SIDE OF DOOR. SIGN MOUNTING AT DOORS WITH SIDELITES, MOUNT SIGNS ON GWB WALL ADJ. TO HINGE SIDECLPAINTED GWB CEILING DOWELED MAPLE WOOD PANEL GRILLES JUNCTION BOX MOUNTED TO WOOD GRILLE TRACK LIGHT FIXTURE LATERAL BRACING, SHOWN DASHED STEEL LINTEL TO SUPPORT BLUESTONE MANTLE W1 PAINTED FIRE RATED GWB TO MATCH EXISTING TRACK LIGHT FIXTURE PROJECTOR SCREEN RECESSED11'-6"11'-0"12'-0"LAMINATED TEMPERED GLASS ACOUSTICAL BLANKET INSULATION PATCH AND PAINT EXISTING GWB FABRIC WRAPPED PANEL 1'-6"7'-4"9 1/2"2"217 ALTERNATE 5 PROJECTOR SCREEN STORAGE AV CLOSET 3 A703 5 1/2"2"2"7'-4"6 A703 TRACK LIGHT FIXTURE 218 220 BLANKET INSULATION SCONCE LIGHT FIXTURE OPEN TO BEYOND TRACK LIGHT FIXTURE DOWELED MAPLE WOOD PANEL GRILLE ACOUSTIC BLANKET INSULATION 4" WOOD BASE PAINTED FIRE RATED GWB TO MATCH EXISTING W9W10 LAMINATED TEMPERED GLASS MAPLE VENEER PLYWOOD 2" HARDWOOD EDGING, TYP.11'-0"11'-6"12'-0"12'-6"FABRIC WRAPPED PANEL 7'-6"8'-4 1/2"7'-8"4'-6"1'-6"9 1/2"PAINTED GWB 222 2 REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA702Cornell UniversityINTERIOR ELEVATIONSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/4" = 1'-0"A702 1 Infill West 1/4" = 1'-0"A702 2 Infill North 1/4" = 1'-0"A702 3 Infill East 1/4" = 1'-0"A702 4 Infill South 3" = 1'-0"A702 5 SIGN DETAILS 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 3'-2"7'-4"ALIGNCONCELAED ALUMINUM TRACK PIVOT LOCATED AT CENTER OF PANEL DOORS (2) PIVOTING, SLIDING WOOD PANEL DOORS TO MATCH WOOD PANELS.NOTE: MATCHING VENEER BOTH SIDES 1-1/2" WD. VENEER PLYWOOD RETURN AIR GRILL COORDINATE W/ RETURN AIR DUCT EXSTG. WALL4'-2"1'-5" EX. WALL V.I.F 1'-4 5/8" HARDWOOD TRIM WITH WOOD VENEER TO MATCH DOOR PANELS SOLID STOCK NOSING MAGNETIC CATCH/TOUCH LATCH 4" WD. BASE, TYP. AV EQUIPMENT RACK SEE AV DWG'S 2'-4 1/2"3" 1 HR RATED PARTITION (UL DES. U419) TO BOTTOM OF SLAB ABOVE 3 1/2" PATCH AND REPLACE EXISTING CEILING PANEL SYSTEM FOR NEW PARTITION EXSTG. CONSTRUCTION WOOD PANEL SYSTEM WOOD PANEL SYSTEM HARDWOOD TRIM 3/4" PLYWOOD BACK PANEL 1" HARDWOOD VENEER PLYWOOD 1" HARDWOOD VENEER PLYWOOD WOOD STOP AV EQUIPMENT RACK SEE AV DWG'S ALIGN ALIGN WOOD PANEL SYSTEM HARDWOOD TRIM PIVOTING /SLIDING DOOR SOLID STOCK FRAME W/ 1" VENEER PLYWOOD PANEL 3 3/8"3 3/8" ALIGN ALIGN EX. WALL OPENING V.I.F 8'-0 3/8" 1/2"1/2"2'-4 1/2"3 1/2"EX. WALL V.I.F1'-4 5/8"1'-5"5'-3 3/4"2"AV EQUIPMENT 1 HR RATED PARTITION UL DES. U419 3 A703 EXSTG. WALL 2 1/8"2"2"2 1/8"ALIGN1" X 2" HARDWOOD TRIM WITH WOOD VENEER TO MATCH DOOR PANELS CONCELAED ALUMINUM TRACK PIVOT LOCATED AT CENTER OF PANEL DOORSHARDWOOD BLOCKING (2) PIVOTING, SLIDING WOOD PANEL DOORS TO MATCH WOOD PANELS.NOTE: MATCHING VENEER BOTH SIDES 1-1/2" WD. VENEER PLYWOOD 2" X 2" SOLID STOCK NOSING MAGNETIC CATCH/TOUCH LATCHALIGNBACK WOOD PANELS TO MATCH WOOD PANELS 1" X 1 1/2" SOLID STOCK NOSING, TYP. 1 1/2" WD. VENEER PLYWOOD FLUSH MOUNT HEAVY DUTY ADJUSTABLE SHELVING STANDARDS.4'-5 1/2"2'-3 1/4"3'-0"ALIGNALIGN7'-4"EXISTING CONSTRUCTION EXISTING CONSTRUCTION 1HR RATED PARTITION UL DES. U419 1" 1" HARDWOOD VENEER PLYWOOD, TYP. WOOD STOP ALIGN ALIGN WOOD PANEL SYSTEM HARDWOOD TRIM PIVOTING /SLIDING DOOR SOLID STOCK FRAME W/ 1" VENEER PLYWOOD PANEL 3 3/8"3 3/8" 1/2" 5'-1 5/8"4 1/8"1/2"4 1/8"1/2" CENTER SHELF SUPPORT 5'-3 3/4" EXSTG. WALL 2"1 HR RATED PARTITION UL DES. U419 3 5/8" METAL STUD 6 A703 2 1/8"2"2 1/8"2"2'-1 1/4"EX. WALL OPENING V.I.F 5'-10 3/4"ALIGNMAPLE VENEER PLYWOOD 4" HARDWOOD BASE HARDWOOD TRIM MAPLE VENEER PLYWOOD 1/4" REVEAL AT ALL PLYWOOD BORDERS ALUMINUM PULL ATTACHED TO REMOVABLE PANEL STAINLESS STEEL ROLLER CATCH ATTACHED TO INSIDE FACE OF REMOVABLE PANEL 2" 2'-5 1/2" 2" AUTOMATIC DOOR OPENERS 4'-0"4"2"2'-4"1 A703 2"2"ALIGN 2'-2 1/2"4"2"CURTAIN WALL MULLION HARDWOOD TRIM, TYP. MAPLE VENEER PLYWOOD 2'-8 7/8"2"2" MAPLE VENEER PLYWOOD CONC. FLOOR SLAB 4" HARDWOOD BASE 1/4" REVEAL AT ALL PLYWOOD BORDERS 1 A703 4" HARDWOOD BASE HARDWOOD EDGING 2 LAYERS 3/4" MAPLE VENEER PLYWOOD REMOVEABLE HATCH Z-CLIP ATTACHED TO PLYWOOD AND GWB 5/8" GWB 3-5/8" CFMF HVAC EQUIPMENT SEE MEP DWG'S LINE OF FLOOR 1/4" REVEAL AT ALL PLYWOOD BORDERS WOOD BLOCKING REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA703Cornell UniversityMILLWORK DETAILSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo. Date Description 2 Feb 27 2014 PR 1-9 & ASI 001 1" = 1'-0"A703 3 AV Closet Section 1" = 1'-0"A703 4 AV Closet Enlarged Plan 1" = 1'-0"A703 6 Storage Closet Section 1" = 1'-0"A703 7 Storage Closet Enlarged Plan 1 1/2" = 1'-0"A703 5 First Floor Access Panel 1 1/2" = 1'-0"A703 2 Second Floor Access Panel 1 1/2" = 1'-0"A703 1 Access Panel Wall Section 2 INFILL 276 32 SEATS 4'-1 1/8"4'-1 1/8"CPT-2 CPT-1 RFT-1 RFT-1 6'-0"6'-4"25'-5"5'-6" WOOD FLOORING 2", 6", 10" RANDOM WOOD FLOORING 2", 6", 10" RANDOM18'-1 3/4"22'-2 5/8"16'-1 1/8" 6"6"6"10"2"WOOD FLOORING 2" BORDER, TYP. AV CLOSET STORAGE INFILL 276 80 SEATS 2'-6"3'-0"3'-0"3'-0"6'-0" CPT-2 CPT-1 RFT-1 RFT-1 WOOD FLOORING 2", 6", 10" RANDOM WOOD FLOORING 2", 6", 10" RANDOM WOOD FLOORING 2" BORDER, TYP. AV CLOSET STORAGE INFILL 276 87 SEATS 3'-1 1/8"2'-6"2'-0"CPT-2 CPT-1 RFT-1 RFT-1 WOOD FLOORING 2", 6", 10" RANDOM WOOD FLOORING 2", 6", 10" RANDOM WOOD FLOORING 2" BORDER, TYP. AV CLOSET STORAGE INFILL 276 87 SEATS 3'-0"2'-6"RFT-1 RFT-1 CPT-1 CPT-2 WOOD FLOORING 2", 6", 10" RANDOM WOOD FLOORING 2", 6", 10" RANDOM WOOD FLOORING 2" BORDER, TYP. AV CLOSET STORAGE REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 1/4" = 1'-0" 2012.21786 12/09/2013School of Hotel AdministrationA901Cornell UniversitySECOND FLOOR FINISH PLANS Ithaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/4" = 1'-0"A901 1 Board Room 1/4" = 1'-0"A901 3 Dining 1/4" = 1'-0"A901 2 Presentation 1/4" = 1'-0"A901 4 Study 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 31.531.5 017 CANOPY A703 1 021 020 CANOPY 019018 INSUL MTL SPANDREL PANEL. SEE ELEV FOR LOCATIONS STRUCTURAL SILICONE JT WOOD BLOCKING EXISTING CONSTRUCTION OUTSWING VENTING WINDOW W/ 1" INSUL GLAZING INSUL MTL SPANDREL PANEL. SEE ELEV FOR LOCATIONS INSUL MTL SPANDREL PANEL. SEE ELEV FOR LOCATIONS GLAZING - SEE CURTAINWALL ELEV FOR GLAZING TYPES 11" TWO-PART FIN EXTENSION, SEE ELEV FOR LOCATIONS WALL CONSTRUCTION, SEE PLANS INSUL MTL SPANDREL PANEL. SEE ELEV FOR LOCATIONS WALL CONSTRUCTION, SEE PLANS OUTSWING VENTING WINDOW W/ 1" INSUL GLAZINGGLAZING - SEE CURTAINWALL ELEV FOR GLAZING TYPES GLAZING - SEE CURTAINWALL ELEV FOR GLAZING TYPES 11" TWO-PART FIN EXTENSION, SEE ELEV FOR LOCATIONS INSUL MTL SPANDREL PANEL. SEE ELEV FOR LOCATIONS INSUL MTL SPANDREL PANEL. SEE ELEV FOR LOCATIONS 11" TWO-PART FIN EXTENSION, SEE ELEV FOR LOCATIONS ALUM TUBE OR CHANNEL BY CURTAINWALL MANUF CONTINUOUS CLIP ENCLOSURE DOOR FRAME INSERT DOOR 90 DEGREE OUTSIDE CORNER, STRUCTURAL GLAZED INSUL MTL SPANDREL PANEL OR GLAZING, SEE ELEV FOR LOCATIONS ALUM TUBE OR CHANNEL BY CURTAINWALL MANUF CONTINUOUS CLIP ENCLOSURE GLAZING - REFER TO ELEV FOR GLAZING TYPES INSULATION INSULATION OUTSWING VENTING WINDOW W/ 1" INSUL GLAZING OUTSWING VENTING WINDOW W/ 1" INSUL GLAZING WOOD BLOCKING EXISTING CONSTRUCTION GLAZING - SEE CURTAINWALL ELEV FOR GLAZING TYPES AUTOMATED WINDOW ACTUATOR MOUNTED TO HORIZONTAL MULLION BELOW OPERABLE WINDOW 3'-8"1'-0"2'-4"1'-8" REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA902Cornell UniversityCURTAIN WALL ELEVATIONS & DETAILSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor Infill 1/8" = 1'-0"A902 2 Curtain Wall 2 1/8" = 1'-0"A902 3 Curtain Wall 1 1/8" = 1'-0"A902 4 Curtain Wall 3 1/8" = 1'-0"A902 5 Curtain Wall 4 Curtain Wall Mullion Types 1/4" = 1'-0"A902 1 W1 1/4" = 1'-0"A902 7 W2 No. Date Description 5" MIN. TYP.1'-0"SEE SCHED.SEE SCHED.DOOR TYPES:FRAME TYPES: SEE SCHED.2"SEE SCHED.SEE SCHED.SEE SCHED.13 12 SEE SCHED.SEE SCHED.42 6"5"SEE SCHED.32"SEE SCHED.SEE SCHED.8"4" 24" 4" CONC. WALK ALUM. SADDLE STONE TILE STONE TILE STONE TILE AB EXIST VCT, LINO, OR TERAZZO WOOD FLOOR C WOOD D LINOLEUM FLOORING F 1HR RATED FIREDOOR SILL WOOD FLOOR GLASS FLOOR 7'-5 3/4"4'-8 3/4"16 A903 18 A903 17 A903 18/15 16 A903 18 A903 18/15 7'-5 3/4"5'-7 3/4"5'-8 3/4"16 A903 18 A903 18/15 4'-6"7'-5 3/4" 16 A903 18 A903 18/15 17 A903 5'-7 3/4"4'-6"16 A903 18 A903 18/15 3 A415 SIM. 3 A4155'-8 3/4"7'-5 3/4" 16 A903 18 A903 18/15 17 A903 16 A903 18 A903 18/15 5'-7 3/4"5'-8 3/4"16 A903 18 A903 18/15 DOOR4" TYP.WALL LINE WHERE APPLIES DOUBLE MTL STUDS @ JAMB 1/2" TYP. SEALANT, TYP. 2" 1 3/4" 2"5/8"2"H.M. FRAME ANCHORED TO MTL STUD 5/8" GWB 5/8" GWB SEALANT, TYP. H.M. FRAME ANCHORED TO MTL STUD DOOR 2"2" 1 3/4"5/8"2"5/8" DOOR, SEE SCHEDULE 3/4" X 2" HARDWOOD TRIM WITH WD VENEER 3/4" MAPLE VENEER PLYWOODALIGNALIGN5/8"5/8"Z-CLIP ATTACHED TO PLYWOOD AND GWB 2"2"2"1"1/4" REVEAL AT ALL PLYWOOD BORDERS WOOD TRIM DOOR, SEE SCHEDULE WOOD TRIMALIGN 1"1 7/8"5/8"6 3/4"2"1/4"Z-CLIP ATTACHED TO PLYWOOD AND WD VENEER DOOR, SEE SCHEDULEALIGNZ-CLIP ATTACHED TO PLYWOOD AND WOOD PANEL DOUBLE MTL STUDS @ JAMB H.M. FRAME ANCHORED TO MTL STUD 5/8" GWB SEALANT, TYP. EQ.EQ. 6 3/4" 1 3/4" RUBBER GASKET CONTINUOUS2"5/8" GWB 1 3/4" FABRIC PANEL SYSTEM @ MULTIPURPOSE ROOM ONLY 2"WOOD TRIM DOOR HM FRAME 1/2" 5/8" PLY WITH MAPLE VENEER ALIGN3 5/8" MTL. STUD SOUND ISOLATION GASKETING TYP. 1 1/4" 5/8" GWB1 3/4"2" WOOD TRIM 1HR FIRERATED DOOR WITH MAPLE VENEER HM FRAME 5/8" PLY WITH MAPLE VENEER 3 5/8" MTL. STUD 5/8" PLY WITH MAPLE VENEER WOOD CORNER REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: As indicated 2012.21786 12/09/2013School of Hotel AdministrationA903Cornell UniversityDOOR SCHEDULE & WINDOW DETAILSIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillDOOR SCHEDULE FLOOR MARK HEIGHT Width THICKNESS DOOR FINISH TYPE FRAME FRAME DETAILS FIRE RATING DOOR HARDWARE SET COMMENTSTYPE MATERIAL HEAD JAMB SILL 00 GROUND FLOOR 017 8' - 0" 6' - 0" 1 3/4" AL/GL 3 CW HM 01 AUTOMATED OPEN SMOKE PURGE 00 GROUND FLOOR 018 8' - 0" 6' - 0" 1 3/4" AL/GL 3 CW HM 01 AUTOMATED OPEN SMOKE PURGE 00 GROUND FLOOR 019 8' - 0" 6' - 0" 1 3/4" AL/GL 3 CW HM 03 AUTOMATED OPEN SMOKE PURGE, AUTOMATED OPEN PUSH BUTTON - ONE LEAF 00 GROUND FLOOR 020 8' - 0" 6' - 0" 1 3/4" AL/GL 3 CW HM 02 AUTOMATED OPEN SMOKE PURGE, AUTOMATED OPEN PUSH BUTTON - ONE LEAF 00 GROUND FLOOR 021 8' - 0" 6' - 0" 1 3/4" AL/GL 3 CW HM 01 AUTOMATED OPEN SMOKE PURGE 01 FIRST FLOOR 101 7' - 0" 3' - 0" 1 3/4" STL HM 10 TEMPORARY DOOR DURING CONSTRUCTION 02 SECOND FLOOR 217 7' - 2" 3' - 6" 1 3/4" WD 1 1 WD 20/A903 19/A903 1HR 04 1HR FIRE RATED DOOR, SOLID MINERAL CORE, WD VENEER FINISH 02 SECOND FLOOR 218 7' - 4" 3' - 0" 1 3/4" WD/GL 4 1 WD - 05 SECURED, HOLD OPEN HARDWARE, PANIC HARDWARE, PIVOT HINGE 02 SECOND FLOOR 219 7' - 0" 7' - 0" 1 3/4" WD/GL 4 1 WD - 06 SECURED, HOLD OPEN HARDWARE, PIVOT HINGE 02 SECOND FLOOR 220 7' - 4" 3' - 0" 1 3/4" WD/GL 4 1 WD - 05 SECURED, HOLD OPEN HARDWARE, PANIC HARDWARE, PIVOT HINGE 02 SECOND FLOOR 221 7' - 0" 5' - 4" 1 3/4" PLAM 2 2 HM 21/A903 07 ELIASON SCG-1 MODEL WITH PLASTIC LAMINATE VENEER (WILSONART KENSINGTON MAPLE 10776-60), 12" HIGH S.S. KICKPLATES BOTH SIDES 02 SECOND FLOOR 222 7' - 5" 6' - 0" 1 3/4" WD 1 2 HM 22/A903 23/A903 1HR 08 RECESSED 1HR FIRERATED DOUBLE DOOR 1/4" = 1'-0"A903 1 Door and Frame Types 1/2" = 1'-0"A903 2 Door Sill Types 1/4" = 1'-0"A903 3 Window Types W6 W7 1/8" = 1'-0"A903 8 West Infill Entry Wall 1/8" = 1'-0"A903 9 East Infill Entry Wall W8W3 LINEAR BAR GRILLE W4 W5 ATRIUM NORTH ATRIUM SOUTH W9 W10 INFILL SOUTH 3" = 1'-0"A903 13 Door Jamb Detail 3" = 1'-0"A903 14 Door Head Detail 3" = 1'-0"A903 15 SF - Typ. Sill Detail 3" = 1'-0"A903 16 SF Jamb Detail 3" = 1'-0"A903 17 SF Vertical Mullion Detail 3" = 1'-0"A903 18 SF - Typ. Head Detail LINEAR BAR GRILLE 3" = 1'-0"A903 19 Door 217 Jamb Detail 3" = 1'-0"A903 20 Door 217 Head Detail 2 3" = 1'-0"A903 21 Swing Door Head Detail 2 2 3" = 1'-0"A903 22 Door222 Head Detail 3" = 1'-0"A903 23 Door 222 Jamb Detail 2 No. Date Description 1 Jan 17 2014 Addendum 4 2 Feb 27 2014 PR 1-9 & ASI 001 LINEAR BAR GRILLE 22 28 29 30 31 31.8 32 GHJKK.6 G.2 CUT WALL AT FACE OF GRADE BEAM TO REMAIN REMOVE 12" FROST WALL AND FOOTING AS SHOWN REMOVE FOOTING REMOVE FOOTING REMOVE SLAB TO EDGE OF RADIANT SLAB TO REMAIN APPROXIMATE AREA OF EXISTING TERRAZZO FLOOR AND RADIANT HEATING DO NOT DISTURB FOOTING AND UNDERPINNING TO REMAIN, TYP GRADE BEAM TO REMAIN CONC. WALL TO REMAIN FOOTING TO REMAIN WALL TO REMAIN G.3G.9 APRX EXTENTS OF SLAB REMOVAL. COORDINATE WITH UNDERPINNING22' - 6"7' - 0"APRX EXTENTS OF SLAB REMOVAL. COORDINATE WITH UNDERPINNING APRX EXTENTS OF SLAB REMOVAL. COORDINATE WITH UNDERPINNING APRX EXTENTS OF SLAB REMOVAL. COORDINATE WITH UNDERPINNING DEMOLITION NOTES: 1.NOT ALL MEMBERS ARE SHOWN. CONTRACTOR TO VERIFY EXISTING CONDITIONS. 2.TEMPORARLY SHORE AND BRACE MEMBERS TO REMAIN TO AVOID DAMAGE 3.REPORT ANY DAMAGE TO EXISTING MEMBERS TO REMAIN TO ENGINEER FOR REVIEW SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:40 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationSD101Cornell UniversityFOUNDATION DEMOLITION PLANIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 1/4" = 1'-0" A1 GROUND FLOOR DEMOLITION PLAN A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E No. Date Description 28 29 30 31.8 32 JKK.6 (E) W 16 x 26 (E) W 16 x 26 (E) W 16 x 50(E) W 16 x 36(E) W 16 x 26 (E) W 16 x 26 (E) W 16 x 26 (E) W 16 x 26 (E) W 10 x 22(E) W 6 x 15 (E) W 6 x 15 (E) L 3x3x1/4 (E ) L 3x3x1/4(E) L 3x3x1/4 (E) L 3x3x1/4(E) L 3x3x1/4 (E) L 3x3x1/4 (E) L 3x3x1/4 (E) L 3x3x1/4( E ) L 3 x 3 x 1/4(E) L 3x3x1/4( E ) L 3 x 3 x 1/4 (E) W 6 x 15 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 TO REMAIN TO REMAIN HSS 8x8x5/16 (E) W 6x15 (+8'-0") (E) W 6x15 (+17'-0") (E) W 6x15 (+8'-0") (E) W 6x15 (+17'-0") (E) W 6 x 15 29 30 31.8 32 JKK.6 (E) W 16 x 36( +0" )(E) W 16 x 26(E) W 16 x 26 (E) W 16 x 26 (E) W 16 x 26(E) W 16 x 36(E) W 10 x 19 (E) W 10 x 19 (E) W 10 x 22 (E) W 10 x 22 (E) W 16 x 57TO REMAIN(E) W 18 x 35(E) W 10 x 22 (E) W 10 x 15 (E) W 10 x 15 (E) W 10 x 15 (E) W 10 x 22(E) W 10 x 22 (E) W 10 x 22(E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) C 6x8.2 TYP BURN OFF W 16, TYP THIS LINE DO NOT DAMAGE BEAM TO REMAIN C 6x8.2(E) L 3x3x1/4(E) L 3x3x1/4(E) HSS 8x8x5/16 (E) HSS 8x8x5/16 TO REMAIN TO REMAIN DEMOLITION NOTES: 1.NOT ALL MEMBERS ARE SHOWN. CONTRACTOR TO VERIFY EXISTING CONDITIONS. 2.TEMPORARLY SHORE AND BRACE MEMBERS TO REMAIN TO AVOID DAMAGE 3.REPORT ANY DAMAGE TO EXISTING MEMBERS TO REMAIN TO ENGINEER FOR REVIEW DEMOLITION NOTES: 1.NOT ALL MEMBERS ARE SHOWN. CONTRACTOR TO VERIFY EXISTING CONDITIONS. 2.TEMPORARLY SHORE AND BRACE MEMBERS TO REMAIN TO AVOID DAMAGE 3.REPORT ANY DAMAGE TO EXISTING MEMBERS TO REMAIN TO ENGINEER FOR REVIEW SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:41 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationSD102Cornell UniversitySTRUCTURAL DEMOLITION PLANIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 1/4" = 1'-0" A1 FIRST FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" A4 ROOF LEVEL DEMOLITION PLAN A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E No. Date Description OCCUPANCY OR USE GROUP ASSEMBLY GROUP A-3 BUSINESS GROUP B OCCUPANCY IMPORTANCE FACTOR III SOIL BEARING CAPACITY 2500 PSF LIVE LOADS LIVE LOADS FIRST AND SECOND FLOOR CORRIDORS 100 PSF STAIRS AND EXITS 100 PSF DINING ROOM DEAD LOADS DEAD LOADS SNOW LOAD DESIGN SNOW LOAD DESIGN GROUND SNOW LOAD Pg 40.0 PSF FLAT ROOF SNOW LOAD, Pf 28 PSF SNOW EXPOSURE FACTOR, Ce 1.0 SNOW LOAD IMPORTANCE FACTOR, Is 1.1 THERMAL FACTOR, Ct 1.0 DRIFT LOAD SURCHARGE WIND LOAD DESIGN WIND LOAD DESIGN BASIC WIND SPEED (3 SECOND GUST) 90 MPH WIND IMPORTANCE FACTOR, Iw 1.15 WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT GCpi ±0.18 SEISMIC DESIGN SEISMIC DESIGN SEISMIC IMPORTANCE FACTOR 1.25 SPECTRAL RESPONSE COEFFICIENT, Sds 0.170 SPECTRAL RESPONSE COEFFICIENT, Sd1 0.089 BASIC FORCE RESISTING SYSTEM SEISMIC DESIGN CATEGORY B SEISMIC BASE SHEAR 3k SEISMIC RESPONSE COEFFICIENT, Cs 0.0266 STRUCTURAL DESIGN DATA 100 PSF STEEL CONCENTRICALLY BRACED FRAMES TOPOGRAPHIC FACTOR Kzt 1.0 MEAN BUILDING HEIGHT 40 FEET COMPOINENTS AND CLADDING LOADING CALCULATE PER ASCE 7 LATERAL WIND LOAD ON MFRS 14 PSF MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.1593 MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.0555 SITE CLASSIFICATION (SOIL TYPE) D (ASSUMED) RESPONSE MODIFICATION FACTOR, R 8 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PARAPET 7.6 PSF TO 0 PSF OVER 3.17 FEET GLASS BRIDGE FLOOR 15 PSF GLASS CEILING 10 PSF HORIZONTAL ROLLING FIRE SHUTTER 15'-6" +/- SHUTTER 3000 LBS 10'-6" +/- SHUTTER 2000 LBS CONCRETE PLACEMENT NOTES: 1. CONCRETE COVER DISTANCES: 1.1. FOOTINGS: 3" U.N.O. 1.2. WALLS: 1-1/2" U.N.O. 1.3. PILASTERS: 1-1/2" U.N.O. 1.4. FLOORS: 1" U.N.O. 2. PROVIDE MATCHING CORNER BARS AT ALL LONG REINFORCEMENT IN FOOTINGS AND WALLS, 2'-0" LONG. PROVIDE SIMILAR REINFORCEMENT AT INTERSECTING WALLS FROM EACH BAR TO OUTER BAR IN ADJOINING WALL. 3. PROVIDE SLAB-ON-GRADE CRACK CONTROL JOINTS AT 20 FT MAX INTERVALS U.N.O. ON PLANS. 4. SAW CUT SLAB ON GRADE CRACK CONTROL JOINTS (1" DEEP U.N.O.) AS SOON AS CONCRETE MAY BE CUT WITHOUT DISLODGING AGGREGATE, PREFERABLY WITHIN 12 HOURS OF FINISHING. FILL WITH BACKER ROD AND 2-PART SELF-LEVELING SEALANT, GRAY IN COLOR WHERE EXPOSED TO VIEW. 5. PROVIDE ADDITIONAL No. 5 BARS AROUND WALL OPENINGS LARGE ENOUGH TO REQUIRE INTERRUPTION OF REGULARLY SPACED BARS. PLACE THIS REINFORCEMENT AT EACH REINFORCING MAT AND EXTEND 2'-0" MIN BEYOND EACH EDGE OF OPENING. MASONRY PLACEMENT NOTES: 1. DO NOT USE ADMIXTURES IN THE MORTAR UNLESS APPROVED IN WRITING BY THE ENGINEER. 2. PLACE VERTICAL AND HORIZONTAL STEEL BAR REINFORCEMENT GROUT WITHIN CMU CORES AS INSTALLATION PROGRESSES PER DETAILS, AND PER MCMA TEK MANUAL 3.2A GROUTING CONCRETE MASONRY WALLS, LATEST EDITION. USE BAR POSITIONERS. 3. DO NOT USE MORTAR AS GROUT MATERIAL. 4. LAP REINFORCEMENT BARS PER TABLE. 5. HOLD TOP OF GROUT LIFTS 1-1/2" BELOW TOP OF CORES TO ESTABLISH A KEY-JOINT BETWEEN NEXT COURSE OF CMU ABOVE. 6. FILL CORES WITH GROUT DEPTH OF 24" MINIMUM AT BEARING PLATES, BEAM LINTELS AND POSTS UNLESS OTHERWISE NOTED. 7. CENTER SINGLE REINFORCING (VRT & HRZ) IN CORES OF BLOCKS. LOCATE REINFORCING BARS 3/4" CLEAR FROM INSIDE FACE OF FACE SHELL FOR MULTIPLE BARS. 8. PROVIDE 1" CLEAR AT TOP OF ALL NON-LOAD BEARING WALLS. 9. REFER TO A-SERIES DRAWINGS AND SPECIFICATIONS FOR FLASHING, WEEPS, DRIPS, VENEER ANCHORS AND TIES. 10. FILL COLUMN AND BEAM POCKETS WITH MASONRY AFTER ERECTION AND PLUMB ADJUSTMENTS ARE COMPLETE. MASONRY LINTEL NOTES: 1. ALL LINTELS ARE NOT SHOWN ON THE PLANS. COORDINATE REQUIRED LINTELS WITH OTHER TRADES. 2. PROVIDE LINTELS FOR ALL MASONRY OPENINGS IN NEW AND EXISTING MASONRY WALLS. COORDINATE REQUIRED OPENINGS AND LINTELS WITH OTHER TRADES. 3. SELECT LINTEL SIZE AND TYPE FOR OPENING WIDTH AND WALL WIDTH FROM THE LOOSE LINTEL SCHEDULE U.N.O. ON THE PLANS. DO NOT EXTEND LINTEL BEYOND FACE PLANE OF WALL. 5. SHORE/PIN EXISTING WALL CONSTRUCTION AS REQUIRED FOR THE INSTALLATION OF THE LINTELS. STRUCTURAL STEEL FABRICATION / ERECTION NOTES: 1. STRUCTURAL STEEL COMPONENTS SHALL BE FABRICATED BY A SHOP OR FABRICATOR WITH MINIMUM OF FIVE YEARS EXPERIENCE SPECIALIZING IN THIS WORK. 2. ALL WELDING SHALL BE PERFORMED BY PERSONNEL WITH CURRENT AWS CERTIFICATION FOR THE TYPE OF WORK PERFORMED. 3. DO NOT BEGIN STEEL FABRICATION UNTIL STEEL SHOP DRAWINGS HAVE BEEN PREPARED AND APPROVED BY THE ENGINEER. 4. ALL REACTIONS ARE ALLOWABLE STRESS DESIGN (ASD) VALUES. 5. BOLTS SHOWN IN PLANS AND DETAILS ARE 3/4" A325 OR F1852 BOLTS U.N.O. 6. CONNECTIONS TO BE DESIGNED FOR A MINIMUM REACATION OF 15 KIPS U.N.O. ON PLANS 7. CONNECTIONS SHALL HAVE A MINIMUM OF (2) 3/4" A325 OR F1852 BOLTS. 8. SINGLE ANGLE CONNECTIONS SHALL BE WELDED TO THE SUPPORTING MEMBER AND BOLTED TO THE SUPPORTED MEMBER. 9. ALL MEMBERS ARE EQUALLY SPACED IN BAYS UNLESS NOTED OTHERWISE. 10. PROVIDE DECK SUPPORT PLATES/ANGLES AS REQUIRED AT COLUMNS AND OTHER INTERRUPTIONS OF SUPPORT. GENERAL CONSTRUCTION NOTES: 1. DESIGN IS PER THE BUILDING CODE OF NEW YORK STATE IN EFFECT AT THE DATE OF THE DRAWINGS. 2. THESE STRUCTURAL DRAWINGS ARE NOT INTENDED AS STAND ALONE DOCUMENTS. REFER TO FULL CONSTRUCTION DOCUMENT PACKAGE FOR COMPLETE PROJECT INFORMATION AND DETAILS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AS WORK PROGRESSES AND SHALL REPORT ANY DISCREPANCIES BETWEEN EXISTING WORK AND CONTRACT DOCUMENTS TO ARCHITECT AND ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH WORK. 4. DO NOT SCALE DRAWINGS. 5. ALL DETAILS AND NOTES ARE TYPICAL U.N.O. 6. SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS U.N.O. 7. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AS REQUIRED BY THE MEANS AND METHODS UNDERTAKEN. 8. SHORING SHALL BE DESIGNED BY A LICENSED NEW YORK STATE PROFESSIONAL ENGINEER AND SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW. 9. PROVIDE ALL TEMPORARY BRACING UNTIL ALL REQUIRED STRUCTURAL SYSTEMS ARE IN PLACE. 10. COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE MEANS AND METHODS UNDERTAKEN. 11. OBSERVE ALL CURRENT OSHA REQUIREMENTS IN CONSTRUCTION ACTIVITIES. 12. SPECIAL INSPECTION TABLES DESIGNATE THE INSPECTIONS TO BE PERFORMED BY THE OWNER. CONTRACTOR SHALL SCHEDULE WORK AND ALLOW ACCESS FOR THESE INSPECTIONS TO OCCUR. THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE AMPLE TIME TO SCHEDULE ALL SPECIAL INSPECTIONS LISTED. GENERAL STRUCTURAL NOTES: 1. WHEN CREATING OPENINGS IN EXISTING STRUCTURAL ELEMENTS FOR PIPING, CONDUIT, ETC. THE EXISTING STRUCTURE SHOULD NOT BE DAMAGED OR ITS CAPACITY REDUCED AS A RESULT OF THE INSTALLATION OF THESE ITEMS. 2. EPOXY ANCHORS DESIGN BASIS: HILTI HY150 3. DO NOT DAMAGE EXISTING REINFORCING WHEN INSTALLING CHEMICAL OR MECHANICAL ANCHORS IN CONCRETE. 4. COORDINATE CONNECTION PLATES AND ANGLES AS REQUIRED TO AVOID THE EXISTING CONCRETE REINFORCING. IF ANCHORS ARE RELOCATED MORE THAN 1" REPORT TO ENGINEER OF RECORD FOR REVIEW PRIOR TO PROCEEDING. BAR LAP LENGTHS IN CMU WITH f'm = 2,000 psi LOCATION No. 4 No. 5 No. 6 (1) BAR AT CENTER OF 6" CMU CORE OR BOND BEAM 23" 36"73" (1) BAR AT CENTER OF 8" CMU CORE OR BOND BEAM 22" 27"50" (1) BAR AT CENTER OF 12" CMU CORE OR BOND BEAM 22" 27" 45" (2) BAR IN 8" CMU CORE LOCATED 5" FROM EACH FACE SHELL 29" 49" 105" (2) BAR IN 12" CMU CORE LOCATED 9" FROM EACH FACE SHELL 23" 37" 76" (2) BAR IN 8",10",12" CMU BOND BEAM 27" 43" 85" 4. NUMBER TITLE SCALEREF: STRUCTURAL DRAWING LEGEND RIGID INSULATION EXISTING ROCK WASHED STONE TOP SOIL NATIVE SOILS PLYWOOD GENERAL STEEL CAST-IN-PLACE CONCRETE GRANULAR BACKFILL LOAD-BEARING MASONRY MASONRY VENEER, MASONRY PARTITIONS NON-SHRINK GROUT DETAIL NUMBER SECTION MARK DRAWING NUMBER X S-XXX SIMPLE CONNECTION SEAT CONNECTION CONTINUOUS BEAM OVER COLUMN MOMENT CONNECTION BEAM REACTION 10 k SHEAR SPLICE SIMPLE CONNECTION MOMENT SPLICE PAVEMENT COLUMN SIZE BASE OR TOP ELEVATION STRUCTURAL DRAWING ABBREVIATIONS B/ANGLE B/FTG B/STL BSPL BTWN C/C CANT CJ CONT CTRD DIA DN DO (E) EF EL EMB EPXY ES Eq EW EXP FDN FS FTG HRZ KB LLH LLV No. NS o.c. T/FTG T/PIER T/SHELF T/SLAB T/STL T/WALL TYP U/S UNO VRT BACK OF ANGLE BOTTOM OF FOOTING BOTTOM OF STEEL BASE PLATE BETWEEN CENTER TO CENTER CANTILEVER CONTROL JOINT CONTINUOUS CENTERED DIAMETER DOWN DITTO EXISTING EACH FACE ELEVATION EMBEDMENT EPOXY EQUALLY SPACED EQUAL EACH WAY EXPANSION FOUNDATION FAR SIDE FOOTING HORIZONTAL KNEE BRACE LONG LEG HORIZONTAL LONG LEG VERTICAL NUMBER NEAR SIDE ON CENTER TOP OF FOOTING TOP OF PIER TOP OF SHELF TOP OF SLAB TOP OF STEEL TOP OF WALL TYPICAL UNDERSIDE UNLESS NOTED OTHERWISE VERTICAL SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:24 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvt 12" = 1'-0" 3801301 12/09/2013School of Hotel AdministrationS001Cornell UniversityGENERAL NOTES AND LEGENDIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillA B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E No. Date Description 27 27 28 28 29 29 30 30 31 31.8 31.8 32 32 G G H H J J K K L2 L2 M M A5 S502 A1 S201 A1 S201 G.2 G.2 L L 1' - 0"1' - 10"1' - 10"1' - 0"1' - 0"1' - 0"11' - 5"1' - 0" WALL7 1/4"3' - 2 1/2"5' - 0"1' - 8"1' - 1" 2' - 11 1/16"13' - 9 1/2" 1' - 10" 6"1' - 0"APPROXIMATE AREA OF EXISTING TERRAZZO FLOOR AND RADIANT HEATING DO NOT DISTURB FLOWABLE FILL/UNDERPINNING 21" THICK FLOWABLE FILL/UNDERPINNING 28" THICK, UNO 28.9 30.9 C1 S201 C1 S201 FTG STEP (E) UNDERPINNING TO REMAIN A1 S502 CONT. SS L 7x 4x 3/8" APRX 27'-3" LONG COORD W/ A-SERIES DWGS 31.5 1' - 9"29' - 7"A3 S502 1' - 2" 2' - 4" 3' - 6" FTG T/WALL: 0' - 0" T/SHELF: -0' - 0 1/2"T/SHELF: -0' - 0 1/2" T/FTG: -3' - 7"T/FTG: -3' - 7"8"1' - 0" WALL1' - 0"1' - 0"3' - 0" FTG1' - 8"10"1' - 0"1' - 0"T/FTG: -1' - 4"3' - 0"6' - 5" +/- 4' - 5" +/-3' - 10" +/- 5' - 10" +/-T/FTG: -3' - 4"T/FTG: -3' - 3"T/FTG: -4' - 5"T/FTG: -6' - 8" (E) GRADE BEAM T/MBR: -1' - 0"T/FTG: -3' - 0"1' - 6" +/-3' - 6"1' - 6" +/-1' - 9" +/-3' - 6"1' - 6" +/- T/FTG: -3' - 6"T/FTG: -1' - 1"T/FTG: -1' - 1"T/FTG: -1' - 1"T/FTG: -1' - 1"T/FTG: -2' - 4"T/FTG: -1' - 1"T/FTG: -1' - 1"T/FTG: -1' - 1"1' - 9"4' - 11 1/2"T/WALL: 1' - 7 1/2" S401 A1 31.3 T/WALL: -0' - 10"T/FTG: -3' - 7" C1 S502 C1 S502 Sim T/FTG: -3' - 0"T/FTG: -3' - 0"CONCRETE UNDERPINNING BTWN GRADEBEAM AND FOOTING 44" THICK CONCRETE UNDERPINNING 44" DEEP 4' - 0" +/- 3' - 8" +/- 2' - 10"6' - 8"1' - 0"E1 S502 S401 A3 6' - 10 1/2"EXTEND TO F.O. FTG 2' - 6" WALL 7" SHELF 1' - 6"5" SHELF T/F T G : -3' - 0"T/FTG: -3' - 0"T/FTG: -3' - 0"T/FTG: -3' - 0"T/FTG: -3' - 0"T/FTG: -3' - 0"T/FTG: -2' - 7"T/FTG: -2' - 7"T/FTG: -2' - 7"NOTES: 1.TOP MEMBER REFERENCE ELEVATION FOR THIS SHEET IS +0'-0". 2.FINISH FLOOR ELEVATION FOR THIS SHEET IS +0'-0" 3.ALL MEMBERS MARKED (+/- X'-X") ARE ABOVE OR BELOW THE PLAN REFERENCE ELEVATION IN NOTE 1. 4.REFERENCE ELEVATION 0'-0" = FINISHED GROUND FLOOR= SITE DATUM 812.33. 5.SEE DRAWING S401 FOR BASE PLATE DETAILS. SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:25 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvt 1/4" = 1'-0" 3801301 12/09/2013School of Hotel AdministrationS101Cornell UniversityFOUNDATION PLANIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 1/4" = 1'-0" A1 FOUNDATION PLAN A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E No. Date Description 27 27 28 28 29 29 30 30 31 31.8 31.8 32 32 G G H H J J K K L2 L2 M M G.2 G.2 L L 28.9 30.9 A1 S502 1' - 10"1' - 10"11' - 5"6"6"1' - 1" 2' - 11 1/16"13' - 9 1/2" 1' - 10" APPROXIMATE AREA OF EXISTING TERRAZZO FLOOR AND RADIANT HEATING DO NOT DISTURB 5" SLAB-ON-GRADE No. 4 BAR AT 16" o.c. EW, TYP FTG STEP CONT. GALV L 7x 4x 3/8" APRX 27'-3" LONG COORD W/ A-SERIES DWGS 5" SLAB-ON-GRADE No. 4 BAR AT 16" o.c. EW, TYP 6" SLAB-ON-GRADE No. 4 BAR AT 16" o.c. EW, TYP 6" SLAB-ON-GRADE No. 4 BAR AT 16" o.c. EW, TYP 31.5 T/SLAB: -0' - 2 3/8"T/SLAB: -0' - 1" APRX EXTENTS OF NEW SLAB TO MATCH EXISTING EOS APRX EXTENTS OF NEW SLAB TO MATCH EXISTING EOS W 10 x 49 W 10 x 49 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 600S200-68 STUDS at 16" o.c., TYP 22' - 6"7' - 0"5' - 9"22' - 6" 9"6' - 3 1/2" +/- (E) W 10 x 49 1' - 1"1' - 0 7/8"1' - 0 3/8"1' - 0 5/16"6"6"HSS 4x4x1/4" BRACING APRX EXTENTS OF NEW SLAB TO MATCH EXISTING 6" SLAB-ON-GRADE No. 4 BAR AT 16" o.c. EW, TYP APRX EXTENTS OF NEW SLAB TO MATCH EXISTING 6" SLAB-ON-GRADE No. 4 BAR AT 16" o.c. EW, TYP E1 S502 SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:26 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvt 1/4" = 1'-0" 3801301 12/09/2013School of Hotel AdministrationS102Cornell UniversityGROUND FLOOR SLAB PLANIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 1/4" = 1'-0" A1 GROUND FLOOR SLAB PLAN A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E No. Date Description 29 29 30 30 31.8 31.8 32 32 J J K K L2 L2 M M L L A1 S402 HSS 10x 4x 3/8HSS 10x 4x 3/8 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) W 10 x 33 (E) W 10 x 33 PREFABRICATED FIRE RATED COLUMN HSS 10.750x0.375 28.9 30.9 C5 S103 D5 S103 W 10 x 19( -8 7/8" )31.5 31.5 (E) W 16 x 36( -5" )(E) W 14 x 34 ( -5" ) (E) W 14 x 34 ( -5" ) , TYP 600S200-68 STUDS at 16" o.c., TYP HSS 10x 4x 3/8 (-11")(-11")(-11") W 10 x 49 W 10 x 49 HSS 6x 6x 5/16 ( -11" ) HSS 4x4x1/4" BRACING 1' - 1"1' - 0 7/8"1' - 0 3/8"1' - 0 3/8"10' - 2 5/8"2' - 1 3/4" S103 A5 F.O. (E) CONC. BUILDING FRAMING EDGE OF (E) SLAB B5 S402 B5 S402 Sim NOTES: 1.TOP MEMBER REFERENCE ELEVATION FOR THIS SHEET IS +12'-8". 2.FINISH FLOOR ELEVATION FOR THIS SHEET IS +12'-8" 3.ALL MEMBERS MARKED (+/- X'-X") ARE ABOVE OR BELOW THE PLAN REFERENCE ELEVATION IN NOTE 1. 4.REFERENCE ELEVATION 0'-0" = FINISHED GROUND FLOOR= SITE DATUM 812.33. 5.NOT ALL EXISTING FRAMING IS SHOWN. VERIFY ACTUAL CONDITIONS PRIOR TO CONSTRUCTION. 32 K 31.5 (E) W 10 x 33 (E) W 14 x 34 (E) W 16 x 36 HSS 10x 4x 3/8 L3x 3x 1/4" TOP & BOT L3 1/2x 3x 5/16" TOP & BOT WELD TO TOES OF COLUMN 1 1/2" 2 1/2" 1"2"4"2"(2) 3/4" THRU BOLTS L5x 3 1/2x 3/8" x 0'-9" W/ 3/4"x 6 5/8" EMBED EPOXY ANCHOR, TYP HSS 10x 4x 3/8" L PREFABRICATED FIRE RATED COLUMN 1/4 - TYP HSS 10x 8x 3/8" STUB GRIND AND FINISH SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:28 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationS103Cornell UniversityFIRST FLOOR LEVEL FRAMINGIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 1/4" = 1'-0" A1 FIRST FLOOR FRAMING PLAN A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E SCALE: 1" = 1'-0" REF: S103 A5 FRAMING DETAIL SCALE: 1" = 1'-0" REF: S103 C5 FRAMING DETAIL SCALE: 1" = 1'-0" REF: S103 D5 FRAMING DETAIL No. Date Description 29 29 30 30 31.8 31.8 32 32 G G H H J J K K L2 L2 M M G.2 G.2 L A1 S402 28.9 30.9 A5 S511 31.5 G.3 G.3 G.9 G.9 31.1 31.2 S402 A4 S402 A5 A1 S511 B5 S402 B4 S511 31.3W 16 x 31 [16]W 16 x 31 [16]W 16 x 31 [8]W 16 x 31 [8] W 16 x 31 [8]W 16 x 31 [8]W 16 x 31 [16]W 16 x 31 [16]W 16 x 31 [10]W 16 x 31 [14]W 16 x 31 [10]W 16 x 31 [16]W 16 x 31 [16]W 16 x 31 [16]W 16 x 31 W 16 x 31 W 16 x 31 W 16 x 31 W 16 x 31 W 16 x 31 (E) W 6 x 15(E) W 16 x 89(E) W 14 x 30(E) W 14 x 30(E) W 14 x 30 (E) W 14 x 30(E) W 8 x 17 (E) W 10 x 19 HSS 6x 6x 5/16 W 16 x 31 Bnt PLATE: 3/8x 7x 5" 5" SLAB 3 1/2" CONCRETE ON 1 1/2"-20Ga. COMPOSITE DECKL 4x 4x 5/16PREFABRICATED FIRE RATED COLUMN HSS 10.750x0.375 Bnt PLATE Bnt PLATE 4' - 9 1/8"4' - 11 11/16"4' - 11 11/16"2' - 0"1' - 9"2 ES = 11' - 3 5/8"5' - 2 3/4"5' - 2 3/4"6' - 0 7/8"1' - 9"HSS 3x 3x 1/4 POST HSS 3x 3x 1/4 POST HSS 3x 3x 1/4 POST 600S200-68 STUDS at 16" o.c., TYP 2' - 11 1/16"13' - 9 1/2" 16' - 8 9/16"29' - 7"11 3/4" EOS 11" +/- 7"8 3/4" , TYP W 10 x 49 W 10 x 491' - 0 3/8"1' - 0 3/8"10' - 2 5/8"1' - 1"1' - 0 7/8" 2' - 1 3/4"3' - 2 1/2"4' - 11 1/2"1' - 9"1' - 9"HSS 4x4x1/4" BRACING MANTEL SUPPORT DETAIL ABOVE 7" EOS 7 1/2" EOSTYP 1' - 8"1' - 8"7 1/4"2' - 0"7 5/8"2' - 0"NEW OPENING COORD W/ M-SERIES DWGS NEW OPENING COORD W/ M-SERIES DWGS L 8x 4x 1/2" 3 SIDES OF OPENING, TYP (E) CONN BTWN COLUMN AND FRAMING AT EACH FLOOR LEVEL NOTIFY ENGINEER IF NOT PRESENTHSS 10x 4x 3/8HSS 10x 4x 3/8 HSS 10x 4x 3/8 HSS 10x 4x 3/8 HSS 10x 4x 3/8 B5 S402 Sim CONTINUE SLAB BEHIND COLUMNS, TYP W 16 x 40 [18]W 16 x 40 [18]C1 S512 A4 S512 W 8 x 15 [5] ( -2" ) W 8 x 15 [5] ( -2" ) W 8 x 15 [5] ( -2" ) W 8 x 15 [5] ( -2" ) W 16 x 31 [8] ( -2" ) W 16 x 31 [8] ( -2" )5" SLAB3 1/2" CONCRETE ON1 1/2"-20Ga. COMPOSITE DECKT/SLAB: -0'-2"HSS 3x 3x 1/4 POST 5" SLAB 3 1/2" CONCRETE ON 1 1/2"-20Ga. COMPOSITE DECK . 2"2" 10" EOS NOTES: 1.TOP MEMBER REFERENCE ELEVATION FOR THIS SHEET IS +23'-3". 2.FINISH FLOOR ELEVATION FOR THIS SHEET IS +23'-8" U.N.O. 3.ALL MEMBERS MARKED (+/- X'-X") ARE ABOVE OR BELOW THE PLAN REFERENCE ELEVATION IN NOTE 1. 4.REFERENCE ELEVATION 0'-0" = FINISHED GROUND FLOOR= SITE DATUM 812.33. NOTES: 1.TOP MEMBER REFERENCE ELEVATION FOR THIS SHEET IS +32'-0". 2.ALL MEMBERS MARKED (+/- X'-X") ARE ABOVE OR BELOW THE PLAN REFERENCE ELEVATION IN NOTE 1. 3.REFERENCE ELEVATION 0'-0" = FINISHED GROUND FLOOR= SITE DATUM 812.33. 30 31.8 GHG.2 G.3G.9 31.1 31.2W 8 x 15W 8 x 15W 8 x 15W 8 x 15W 8 x 15 W 8 x 15 W 8 x 15 HSS 6x 2x 1/4 HSS 3x 3x 1/4 POST HSS 3x 3x 1/4 POST HSS 3x 3x 1/4 POST (E) HSS 8x8x5/16(E) HSS 8x8x5/16 (E) HSS 8x8x5/16 (E) HSS 8x8x5/165' - 2 3/4"5' - 2 3/4"6' - 0 7/8"27' - 10"2' - 7 3/8"2' - 7 3/8"2' - 7 3/8"2' - 10 1/2"7"9' - 3 3/4"8 3/4" 10' - 7 1/2"1' - 10 1/2" (E) W 8x 31 W 8 x 15 BUILT-UP FLITCH PLATE BUILT-UP FLITCH PLATE A4 S511 B2 S511 BUILT-UP FLITCH PLATE7"HSS 6x 2x 1/4 31.3 HSS 3x 3x 1/4 POST BELOW 5' - 2 3/4"2' - 7 3/8"2' - 7 3/8"GLASS CEILINGSEE A-SERIES DWGSSURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:3/4/2014 11:52:41 AMC:\Users\Tims\Documents\3801301- RS13 -Cornell SHA East Entry - Tims.rvt 1/4" = 1'-0" 3801301 12/09/2013School of Hotel AdministrationS104Cornell UniversitySECOND FLOOR FRAMING PLANIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillA B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E SCALE: 1/4" = 1'-0" REF: S511 A1 ALTERNATE 3- SECOND FLOOR FRAMING PLAN No. Date Description 2 Feb 27 2014 PR 1-9 & ASI 001 SCALE: 1/4" = 1'-0" REF: S402 A5 GLASS CEILING FRAMING PLAN 2 29 29 30 30 31.8 31.8 32 32 F F G G H H J J K K L2 L2 M M G.2 G.2L L W 10 x 49 W 10 x 49 W 12 x 30 W 16 x 31 W 16 x 26W 16 x 31 (E) W 16 x 57(E) W 16 x 36(E) W 16 x 45(E) W 16 x 26(E) W 16 x 26 (E) W 16 x 26 (E) W 16 x 26 (E) W 16 x 26 (E) W 16 x 89(E) W 16 x 26 (E) W 16 x 36(E) W 16 x 36W 16 x 26W 16 x 26W 16 x 26 W 16 x 26W 16 x 26W 16 x 26W 16 x 26W 16 x 26 W 16 x 26(E) W 10 x 19 ( -4' - 3 3/4" ) (E) W 10 x 19 ( -4' - 3 3/4" ) (E) W 10 x 19 ( -4' - 3 3/4" )(E) W 10 x 19( -4' - 3 3/4" )(E) W 10 x 17 ( -4' - 3 3/4" ) (E) W 12 x 26 ( -4' - 3 3/4" )(E) W 12 x 26( -4' - 3 3/4" )(E) W 6 x 15( -4' - 3 3/4" )W 6 x 15( -4' - 3 3/4" )(E) W 6 x 15( -4' - 3 3/4" )PREFABRICATED FIRE RATED COLUMN HSS 10.750x0.375 2' - 11 1/16" A1 S402 (E) 1 1/2" - ROOF DECK (+0'-1 1/2) 1 1/2" - 20 Ga. ROOF DECK (+0'-1 1/2") REMOVE (E) DECK TO CENTERLINE OF BEAM BUTT DECK TO (E) DECK AT CENTERLINE OF BEAM (E) 6" CONCRETE ROOF SLAB (-4'-0 3/4") (E) 6" CONCRETE ROOF SLAB (-4'-1 1/4") L 4x 4x 5/16 28.9 30.9 600S200-68 STUDS at 16" o.c., TYP T/WALL: 2' - 0"T/WALL: 2' - 0"T/WALL: 2' - 0"T/WALL: 2' - 0" 31.5 G.3 G.3 G.9 G.9 31.1 31.2 D4 S511 1 1/2" - 20Ga. ROOF DECK ON 600S200-68 JOIST at 16" o.c. 1 1/2" - 20Ga. ROOF DECK ON 600S200-68 JOIST at 16" o.c.1' - 2 1/2"9"3"6 1/2"D5 S511 HSS 3x 3x 1/4 POST HSS 3x 3x 1/4 POST HSS 3x 3x 1/4 POST B1 S511 PROVIDE TRANSITION PLATE 600S200-68 STUDS at 16" o.c., TYP A1 S511 Sim TYP B5 S105 W/ (2) C10x 25 HSS 6x 6x 5/16 A5 S105 TYP HSS 4x4x1/4" BRACE 6 1/2" EOD7" EOD 7 1/2" EODW 8 x 15 W 8 x 15 W 8 x 15 W 8 x 15 W 8 x 15 A5 S105 Sim (E) 1 1/2" - ROOF DECK (+0'-1 1/2) PROVIDE ROOF FRAME FOR FIREPLACE FLUE SEE A-SERIES FOR LOCATION AND SIZE L 4 x 4 x 5 /1 6 NOTES: 1.TOP MEMBER REFERENCE ELEVATION FOR THIS SHEET IS +39'-6". 2.TOP OF ROOF DECK ELEVATION FOR THIS SHEET IS +39'-7 1/2" 3.ALL MEMBERS MARKED (+/- X'-X") ARE ABOVE OR BELOW THE PLAN REFERENCE ELEVATION IN NOTE 1. 4.REFERENCE ELEVATION 0'-0" = FINISHED GROUND FLOOR= SITE DATUM 812.33. 29 T/STL ATRIUM ROOF 39' - 6" CURTAIN WALL MULLION SEE A-SERIES DWGS CURTAIN WALL CLIP AND ATTACHMENT BY MANUFACTURER CONT. Bnt PLATE: 3/8x 5x 5 1/2" 1/4 2-12 1/4 2-12 TYP CONT. PT WOOD BLOCKING SEE A-SERIES DWGS 600S200-68 STUDS at 16" o.c., TYP 1 1/2" - 20Ga. METAL ROOF DECK W 8 x 15 CONT. TRACK CONT. TRACK SEE A-SERIES FOR BLOCKING AND ATTACHMENT, TYP 7 1/2" 2" CLR 5 1/2" 6 1/2" 1' - 3" L T/STL ATRIUM ROOF 39' - 6" CURTAIN WALL MULLION SEE A-SERIES DWGS CURTAIN WALL CLIP AND ATTACHMENT BY MANUFACTURER CONT. Bnt PLATE: 3/8x 5x 7" 1/4 2-12 1/4 2-12 TYP 600S200-68 STUDS at 16" o.c., TYP 7 1/2" 2" CLR 7" 1' - 4 1/2" W 16 x 26 CONT. PT WOOD BLOCKING SEE A-SERIES DWGS CONT. TRACK CONT. TRACK SEE A-SERIES FOR BLOCKING AND ATTACHMENT SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: 337 Witherspoon Street Princeton, NJ 08542 Tel: 609-921-1131 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:29 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationS105Cornell UniversityROOF FRAMING PLAN Ithaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 1/4" = 1'-0" A1 ROOF LEVEL FRAMING PLAN A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E SCALE: 1" = 1'-0" REF: S105 A5 FRAMING DETAIL SCALE: 1" = 1'-0" REF: S105 B5 FRAMING DETAIL No. Date Description 00 Ground Floor 0' - 0" HJK G.2 (E) COLUMN, TYP (E) PIER, TYP (E) FTG B/FTG: -5' - 4"B/FTG: -5' - 9" B/FTG: -4' - 7" B/FTG: -5' - 4" B/FTG: -4' - 7"FLOWABLE FILL/UNDERPINNING 19" THICK FLOWABLEFILL/UNDERPINNING 28" THICK FLOWABLEFILL/UNDERPINNING 28" THICK FLOWABLEFILL/UNDERPINNING 28" THICK FLOWABLEFILL/UNDERPINNING 28" THICK CONCRETE UNDERPINNING 44" DEEP T/FTG: -6' - 8" B/FTG: -8' - 5" T/MBR: -3' - 0" T/FTG: -1' - 0"(E) GRADEBEAM2' - 0"SLOPE BOTTOM TO MATCH EXIST, TYP 00 Ground Floor 0' - 0" G H J K L2 1' - 10"1' - 10" 2' - 10"2' - 10" 5' - 0"4' - 2 1/2" T/WALL: -0' - 10" T/WALL: 0' - 0" T/FTG: -3' - 7" T/FTG: -1' - 4" B/FTG: -2' - 4" (E) UNDERPINNING MATCH EXISTING . (E) FNDN WALL (E) FTG T/FTG: -1' - 1" T/FTG: -2' - 7"T/FTG: -2' - 7" T/FTG: -1' - 1"T/FTG: -1' - 1" T/FTG: -2' - 7" B/FTG: -4' - 4" B/FTG: -5' - 4" B/FTG: -4' - 4" B/FTG: -4' - 7" CONCRETE UNDERPINNING 44" DEEP (E) FTG, TYP FLOWABLEFILL/UNDERPINNING 21" THICK FLOWABLEFILL/UNDERPINNING 21" THICK CONC. BEAM BTWN (E) FTGS CONC. BEAM BTWN (E) FTGS MATCH BOTTOM ELEVATION OF (E) FTG BEYOND UNDERPINNING NOTES: INSTALL UNDERPINNING IN 3 FOOT WIDE SECTIONS. START CENTERED UNDER COLUMN. PROVIDE SHORING AS REQUIRED. SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:30 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvt 3/8" = 1'-0" 3801301 12/09/2013School of Hotel AdministrationS201Cornell UniversityFOUNDATION ELEVATIONIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillA B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E SCALE: 3/8" = 1'-0" REF: S101 A1 FOUNDATION ELEVATION- LINE 32 SCALE: 3/8" = 1'-0" REF: S101 C1 FOUNDATION ELEVATION- LINE 29 No. Date Description 31.8 32 L2M L 31.5 3"1' - 3" 8" 1' - 10" 7" WALL 1' - 6"5" 2' - 6" WALL 8"WALL1' - 0"1' - 0"6"6"1' - 6"1' - 3"5"1' - 8"T/WALL: 1' - 7 1/2" T/SHELF: -0' - 0 1/2"T/WALL: -0' - 10"TYP1/2" CLRPREFABRICATED FIRE RATED COLUMN HSS 10.750x0.375 31.8 M L 31.58.18°8" 8 1/2" 2" 1' - 1" 1 1/2"8 1/2"8 1/2"1 1/2"1' - 2"1 1/2"PREFABRICATED FIRE RATED COLUMN HSS 10.750x0.375 3/4" ANCHOR BOLT, TYP PLATE: 1"1' - 5"1' - 4 1/2" 1/4 TYP L2 30.9 1 1/2"6 1/2"6 1/2"1 1/2" 1' - 4"1 1/2"6 1/2"6 1/2"1 1/2"1' - 4"3/4" ANCHOR BOLT, TYP PLATE: 1" 1/4 TYP W 10 x 49 29 30 L2 L 28.9 30.9 1' - 10"1' - 10"1' - 7 1/2"8' - 2"1' - 7 1/2"11' - 5"No. 5 BAR AT 12" o.c. EW, TYP (8) No. 8 BAR, TYP No. 3 STIRRUP, TYP 2' - 0"2' - 0"2' - 0"2' - 0" 3' - 8" 31.8 32 M L 31.5 8" 1' - 10" 2' - 6" WALL1' - 8"1' - 0"1' - 0"2' - 0" No. 3 STIRRUP (8) No. 8 BAR SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:32 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationS401Cornell UniversityENLARGED PLANSIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillA B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E SCALE: 3/4" = 1'-0" REF: S101 A1 ENLARGED PLAN- M-13.5 SCALE: 1" = 1'-0" A5 BASEPLATE DETAIL- HSS10.750x0.375 SCALE: 1" = 1'-0" B5 BASEPLATE DETAIL- W 10 x 49 SCALE: 3/4" = 1'-0" REF: S101 A3 ENLARGED TOWER BASE PLAN SCALE: 3/4" = 1'-0" C1 ENLARGED PLAN- M-13.5 No. Date Description 01 First Floor 12' - 8" 00 Ground Floor 0' - 0" 29 30 31 T/STL ATRIUM ROOF 39' - 6" T/STL Scnd Floor 23' - 3"HSS 4x4x1/4"HS S 4 x 4 x 1 / 4 "HSS 4x4x1/4"W 10 x 49 W 10 x 49 5" SLAB ON 1 1/2" COMP. DECK 1 1/2" - 20Ga. METAL ROOF DECK C 10x 25 C 10x 25 C 10x 25 C 10x 25 W 16 x 31 W 12 x 30 28.9 30.9 C1 S201 W 10 x 195' - 3 1/4"T/STL GLASS CEILING 32' - 0" A4 S402 A5 S402 S402 A33"3"3"3"11' - 9"11' - 6"3"8 7/8"11"600S200-68 STUDS at 16" o.c., TYP 1' - 4" HSS 6x 6x 5/16", TYP MANTEL SUPPORT FRAMING HSS 10x 4x 3/8 T/STL: +11' - 9" S402 B3 S402 D3 29 L2 28.9 A3 S402 L 4x 3 1/2x 5/15" x 0'-8 1/2" TOP & BOT, TYP HSS 6x 6x 5/16 W 10 x 49 HSS 4x4x1/4" C 10x 25 Stf PLATE: 1/2", TYP BLOCK ONE SIDE OF CONN. FOR ERECTION L2 L 30.9 L 4x 4x 5/16 PLATE: 3/8x 4" W 16 x 31 W 16 x 31 HSS 6x 6x 5/16 L4x 3 1/2x 5/16"x 0'-8 1/2" TOP & BOT, TYP BLOCK ON SIDE OF CONN. FOR ERECTION C 10x 25 Stf PLATE: 3/8x 4" 1/4 1/4 TYP TAB PLATE: 1/2" W 10 x 49 29 T/STL Scnd Floor 23' - 3" 28.9 Stf PLATE: 1/2", TYP HSS 6x 6x 5/16 W 10 x 49 HSS 4x4x1/4" C 10x 25 C 10x 25 W 16 x 31 HSS 4x4x1/4" PLATE: 1/2" 1/4 TYP 1/4 3 TYP W.P. 1/4 4 1/4 4 TYP 01 First Floor 12' - 8" 29 T/STL Scnd Floor 23' - 3" HSS 10x 4x 3/8 HSS 10x 4x 3/8 W 16 x 31 5" SLAB ON 1 1/2" COMP. DECK TAB PLATE: 3/8", TYP 1/2" S.S. HANGER ROD ALIGNED W/ EACH MULLION, TYP TAB PLATE: 3/8", TYP 1/2" S.S. HANGER ROD ALIGNED W/ EACH MULLION, TYP HSS 8x 3x 3/8 STUB, TYP CANOPY MOUNTING PLATE SEE A-SERIES DWGS HSS 8x 3x 3/8 STUB, TYP CANOPY MOUNTING PLATE SEE A-SERIES DWGS CANOPY FRAMING SEE A-SERIES DWGS CANOPY FRAMING SEE A-SERIES DWGS 7 1/2" 2" CLR 5 1/2" 1' - 3" T/STL: +11' - 9" S.S. CLEVIS, TYP S.S. CLEVIS, TYP 01 First Floor 12' - 8" 30.9 W 10 x 19 HSS 4x4x1/4" HSS 4x4x1/4" W 10 x 49 Stf PLATE: 1/2", TYP PLATE: 1/2" 1/4 TYP 1/4 4 1/4 4 TYP T/STL ATRIUM ROOF 39' - 6" 30.9 1/4 TYP Stf PLATE: 1/2", TYP W 10 x 49 HSS 4x4x1/4" C 10x 25 W 12 x 30 C 10x 25 PLATE: 1/2" PLATE: 1/2" 1/4 2-12 1/4 2-12 TYP 1/4 3 TYP 1/4 4 1/4 4 TYP SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:33 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationS402Cornell UniversityBRACING ELEVATIONIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 3/8" = 1'-0" REF: S103 A1 TOWER BRACING ELEVATION A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E SCALE: 1" = 1'-0" REF: S104 A5 FRAMING DETAIL SCALE: 1" = 1'-0" REF: S104 A4 FRAMING DETAIL SCALE: 3/4" = 1'-0" REF: S402 A3 FRAMING DETAIL SCALE: 1" = 1'-0" REF: S103 B5 FRAMING DETAIL SCALE: 3/4" = 1'-0" REF: S402 D3 FRAMING DETAIL SCALE: 3/4" = 1'-0" REF: S402 B3 FRAMING DETAIL No. Date Description POTENTIAL CRACK 45°1'-0"RE-ENTRANT CORNER FOUNDATION WALL OR OPENING 4" (2) No. 4 BARS x 6'-0" LONG EACH REINFORCING MAT REGULAR REINFORCING 2'-0"SEE PLANS FORSLAB THICKNESSGREASE ONE SIDE OF DOWELS OR PROVIDE SLIP SLEEVE 3/4" ROUND OR SQUARE x 18" LONG SMOOTH DOWELS AT 12" o.c. (OR PROVIDE 2x4 KEYWAY) AT ALL CONSTRUCTION JOINTS 2'-0"8"MINEQ EQ FIRST POURSECOND POUR 2 '-0 "2'-0" SEE SLAB ON GRADE DETAIL FOR REINFORCING SUBBASE, AND OTHER REQUIREMENTS. CONSTRUCTION JOINTS SHALL BE PLACED AT THE CONTRACTOR'S OPTION TO AID IN SEQUENCING OF WORK. ALL INTERMEDIATE JOINTS IN SLABS ON GRADE SHALL CONFORM TO THE REQUIREMENTS OF THIS DETAIL U.N.O. COLUMN AND BASE PLATE ON FOOTINGS OR PIERS BELOW SLAB. FORM RELIEF AROUND COLUMN BASE PLATE; (GEOMETRY VARIES AT EDGES AND CORNERS, SEE FOUNDATION PLAN) POUR SURROUNDING SLAB; PROVIDE EXPANSION JOINT MATERIAL AND INFILL AROUND COLUMNS; INSTALL SEALANT AT TOP OF JOINT. SEE SAW CUT OR PREFORMED KEYED CONSTRUCTION / CONTRACTION JOINTS DETAIL SEE SLAB ON GRADE DETAIL U.N.O.1 1/2" CLEAREXISTINGMATCHEQEQEXISTING FLOOR No. 4 BAR AT 12" o.c. EW MIN (2) PER SIDE FLOOR INFILL MATCH EXISTING EMBED 4" IN EPOXY, TYP EDGE OF SLAB MATERIAL: SEE ARCH DRAWINGS FOR INSULATION AT ALL EXTERIOR CONDITIONS. PROVIDE 1/2" EXPANSION JOINT MATERIAL AT ALL INTERIOR WALL CONDITIONS WHERE NO INSULATION IS CALLED FOR, U.N.O. SEE SLAB ON GRADE DETAIL FOR REINFORCING SUBBASE, AND OTHER REQUIREMENTS.SEE PLANS FORSLAB THICKNESSU.N.O.8"2 ' - 0 " HORIZONTAL PROJECTION VARIES OVER EXTERIOR FDN WALL LEDGE OR INSULATION OR 8" MIN No. 4 BAR AT 18" o.c., TYP 24" 24" WALL TEE REINFORCEMENT WALL CORNER REINFORCEMENT ADD (3) L BARS AT EACH HORIZ. REINF 40 DAR DIAs 40 BAR DIAsSEE GENERAL NOTESFOR REQ'D COVER, TYP40 BAR DIAs, TYP SEE GENERAL NOTES FOR REQ'D COVER, TYP ADD L BAR AT HORIZONTAL REINFORCEMENT WALL CORNER REINFORCEMENT WALL TEE REINFORCEMENT 40 BAR DIAs 40 BAR DIAs40 BAR DIAs TYP SECOND POURFIRST POUR 3/4" CHAMFER, TYP DISCONTINUE HORIZONTAL REINFORCEMENT AT ONE SIDE OF WALL WALL CONTRACTION JOINT WALL CONSTRUCTION JOINT 3/4" CHAMFER, TYP GREASE 24" LENGTH OF BARS AT ONE SIDE OF JOINTSINTERIOR FACE TT/6 T/31/2"LAP SPLICE 24 BAR DIAs, TYP STD WEIGHT STEEL PIPE SLEEVE THRU CONCRETE WALL CUT REGULAR REINF BACK TO ACCOMMODATE SLEEVE ADD (4) ADDITIONAL BARS AT EACH MAT OF CUT REINFORCING REGULAR WALL REINFORCING REGULAR WALLREINFORCINGDIM "D"DIM "D"+1'-6", TYPPIER REINFORCING CAGES, TYP LEVELING NUTS, TYP PLATE WASHERS: PL 5/16"x2 1/2" Sq, TYP PL 1/4" THK LEVELING PLATES, TYP 3/4" ASTM 1554 GRADE 55 ANCHOR RODS, TYP SEE PLAN PILE CAP STD HOOKBOTTOM OF COLUMN IS1 1/2" ABOVE PIER, TYP4" EXTENSION1' - 2"COLUMNS ARE IN PLACE1 1/4" NON- SHRINKGROUT INSTALLED AFTER(4) No. 3 HOOPSOVER TOP 12"SIZE AND QUANTITY OF FTG STEP REINF TO MATCH LONG STRIP FTG REINF SHOWN ON FDN WALL SECTIONS. HAND TRIM TO 2H-ON- 3V TO 1H-ON-1V SLOPE UNDISTURBED SOIL SEE FDN WALL SECTIONS FOR REINFORCING LAP 40 DIA'sDIM "D"= 2'-0" MAX FORMULTIPLE STEPS= 3'-0" MAX FORFOR A SINGLE STEP(U.N.O. ON PLANS)1'-0" DIM "D" x 3.0 MIN TO NEXT STEP (U.N.O. ON PLANS)3"LAP 40 DIAs DEPTHPERPLANS1" MIN6"1 1/4" COVERNo. 4 BARS AT 16" o.c. E.W. 20" MIN LAP SPLICE, TYP. SUPPORT REBAR ON WIRE CHAIRS WITH SAND BASES TO PREVENT PUNCTURE OF VAPOR BARRIER AT 3 FT MAX INTERVALS EW 15 MIL (MIN) VAPOR BARRIER SAW CUT CONTROL JOINTS IN SLAB WITH EARLY ENTRY SYSTEM AS SOON AS AGGREGATE WILL CUT CLEANLY WITHOUT DISLODGING, USUALLY WITHIN 12 HOURS BUT NO LATER THAN 24 HOURS AFTER PLACEMENT. SELECT GRANULAR FILL AND/OR PROOF COMPACTED SUBGRADE PER NOTES AND SPECIFICATIONS EQUAL BLEND OF NYSDOT No. 1 AND No. 2 STONE DISCONTINUE OR FIELD CUT EVERY OTHER BAR AT CONTROL JOINTS. PROTECT VAPOR BARRIER FROM DAMAGE WHEN FIELD CUTTING. SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:35 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationS501Cornell UniversityTYPICAL DETAILS Ithaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 3/4" = 1'-0" A5 SLAB OR WALL REENTRANT CORNER REINFORCING DETAIL SCALE: 3/4" = 1'-0" B4 SLAB-ON-GRADE CONSTRUCTION JOINT DETAIL SCALE: 1/2" = 1'-0" C2 SLAB JOINT AROUND COLUMN DETAIL SCALE: 1" = 1'-0" E1 TYPICAL SLAB INFILL DETAIL SCALE: 1" = 1'-0" B5 TYPICAL SLAB EDGE HAUNCH SCALE: 3/4" = 1'-0" A2 WALL CORNER REINFORCING- DOUBLE SCALE: 3/4" = 1'-0" A1 WALL CORNER REINF- SINGLE SCALE: 1" = 1'-0" A3 WALL JOINTS- DOUBLE SCALE: 3/4" = 1'-0" A4 WALL SLEEVE PENETRAION DETAIL A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E SCALE: 1" = 1'-0" C1 TYPICAL PIER DETAIL SCALE: 1/2" = 1'-0" D2 FOOTING STEP DETAIL SCALE: 1 1/2" = 1'-0" D4 SLAB ON GRADE DETAIL No. Date Description 00 Ground Floor 0' - 0" K (E) FOOTING BEYOND B/WALL CONT. SS L7x 4x 3/8" 3/4" x 6 5/8" EMBED SS EPOXY ANCHOR AT 18" o.c. AND 6" MAX FROM ENDS 2 3/4"8"(E) CONC. WALL 00 Ground Floor 0' - 0" L 7"1' - 6"5" 1' - 3"3" 1' - 10"8" T/SHELF: -0' - 0 1/2" T/WALL: 1' - 7 1/2" T/FTG: -3' - 7" 6"2' - 6"6" 3' - 6"1' - 0"No. 5 AT 12" o.c. EW-EF No. 5 DOWEL AT 12" o.c. EF No. 5 AT 12" o.c. (3) CONT No. 5 T/SHELF: -0' - 0 1/2" 00 Ground Floor 0' - 0" 29 30 (E) TERRAZZO FLOOR AND RADIANT HEATING DO NOT DISTURB REMOVE (E) SLAB AS REQUIRED FOR FOUNDATION REMEDIATION AND REPLACE TO MATCH EXISTING (E) WALL BTWN FOOTINGS REMOVE AS REQUIRED (E) FOOTING TO REMAIN CAREFULLY EXCAVATE FOR FLOWABLE FILL PLACEMENT TO MINIMIZE DISTURBANCE TO BEARING GRADE FLOWABLE FILL/UNDERPINNING; MATCH EXISTING BOTTOM OF FOOTING ELEVATION, TYP 1' - 6"1' - 5"1' - 7" 3' - 0" ALIGN W/ EDGE OF FOOTING, TYP UNDISTURBED EARTH GROUT VOID BELOW SLAB, TYP CONC. BEAM BTWN (E) FOOTINGS No. 3 STIRRUP AT 12" o.c., TYP (5) No. 6 BAR TOP & BOT, TYP PROVIDE MATCHING DOWELS INTO (E) FOOTINGS NOTE: ALL EXCAVATED AREAS NOT SCHEDULED FOR GROUT OR FLOWABLEFILL ARE TO BE FILLED WITH EQUAL BLEND OF CLEAN No. 1/No. 2 STONE TO SUBBASE LEVEL 00 Ground Floor 0' - 0" INSULATION 1" RIGID 5" No. 4 DOWEL AT 18" o.c., TYP 24 24 1' - 0"1' - 0"1' - 0" 3' - 0"1' - 0"T/WALL: -0' - 10"5" SLAB2 3/8" RECESSNo. 5 BAR AT 12" o.c. EW-EF No. 5 AT 12" o.c. (3) CONT. No. 5 BAR EXTERIOR SIDE WALK SEE C-SERIES DWGS 5" SLAB-ON-GRADE No. 4 BAR AT 16" o.c. EW, TYP 00 Ground Floor 0' - 0" K SMOOTH 3/4" DOWEL x 18" AT 18" o.c., TYP 9"1"2 3/8"8" INSULATION 1/2" RIGID 8" HAUNCH EDGE, TYP 5" SLAB-ON-GRADE No. 4 BAR AT 16" o.c. EW, TYP5" SLAB-ON-GRADE No. 4 BAR AT 16" o.c. EW, TYP SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:36 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationS502Cornell UniversityFOUNDATION DETAILS Ithaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 1" = 1'-0" REF: S101 A1 FOUNDATION DETAIL SCALE: 3/4" = 1'-0" REF: S101 A3 FOUNDATION DETAIL SCALE: 1/2" = 1'-0" REF: S101 A5 FOUNDATION DETAIL A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E SCALE: 3/4" = 1'-0" REF: S101 C1 FOUNDATION DETAIL SCALE: 1" = 1'-0" REF: S101 E1 FOUNDATION DETAIL No. Date Description 1.5<A<3.0 L3x3x1/4"1.5<A<6.0 L3x3x1/4" 3.0<A<4.5 L4x3x1/4"6.0<A<8.0 L4x3x 1/4' 4.5<A<6.0 L5x3x1/4"8.0<A<10.0 L5x3x1/4" 6.0<A<8.0 L5x31/2x5/16" 8.0<A<10.0 L6x31/2x5/16" ANGLE SIZES NOTE: INSTALL SUPPORT ANGLES AS SHOWN FOR ALL ROOF OPENINGS PROVIDED UNDER CONTRACT. COORDINATE QUANTITY AND LOCATIONS WITH ALL OTHER CONTRACTS. STEEL ROOF DECK PRIMARY STRUCTURE BEYOND PRIMARY STRUCTURE WEB STIFFENERS AT EACH SIDE OF JOIST: USE L1 1/2x11/2x1/4" ANGLES U.N.O. TO BRIDGE PANEL POINTS OF BAR JOISTS DIM CDIM B SEE TABLE FOR ANGLE SIZES SEAT ANGLES: L4x4X 1/4" x4" LONG TYP3/16 TYPDIM APROVIDE ANGLE SUPPORT FRAMESAT ALL OPENINGS FOR "A" OVER 18"DIM A, ft ANGLE DIM B ANGLE OMIT SHORT ANGLE FOR "C" UNDER 9"DIM DSHORT ANGLE SHORT ANGLE LONG ANGLELONG ANGLE3/16 TYP 3/16 TYP MEMBER SIZES GIVEN ARE ONLY FOR SUPPORT OF MASONRY OPENING WITH NO ADDITIONAL SUPERIMPOSED LOADS ABOVE. SEE PLANS FOR SPECIAL LINTELS SUPPORTING POINT LOADS. PROVIDE 8" MIN BEARING OF LINTELS AT EACH END U.N.O. HOT-DIP GALVANIZE LINTELS IN EXTERIOR WALLS U.N.O. CLEAR MASONRY OPENING WIDTH LINTEL FOR 4" MASONRY WALLS LINTEL FOR 6" MASONRY WALLS LINTEL FOR 8" MASONRY WALLS LINTEL FOR 10" MASONRY WALLS LINTEL FOR 12" MASONRY WALLS 8" TO 1'-5"FLAT 5/16" PLATE FLAT 5/16" PLATE FLAT 5/16" PLATE FLAT 5/16" PLATE FLAT 5/16" PLATE 1'-6" TO 2'-11"L31/2x31/2x1/4"WT4x9 (2) L3 1/2x31/2x1/4" L5x3x 1/4 and L4x3x 1/4" (LLH) L6x3 1/2x5/16" and L5x3 1/2x5/16" (LLH) 3'-0" TO 3'-11"L31/2x31/2x5/16"WT4x9 (2) L3 1/2x31/2x5/16" L5x3x 1/4 and L4x3x 1/4" (LLH) L6x3 1/2x5/16" and L5x3 1/2x5/16" (LLH) 4'-0" TO 4'-11"L31/2x31/2x3/8"WT4x10.5 (2) L3 1/2x31/2x3/8" L5x3x 1/4 and L4x3x 1/4" (LLH) L6x3 1/2x5/16" and L5x3 1/2x5/16" (LLH) 5'-0" TO 5'-11"L4x31/2x5/16 " (LLV)WT5x11 (2) L4x3 1/2x5/16" (LLV) L5x3 1/2x1/4" and L4x3 1/2x1/4" (LLH) L6x3 1/2x3/8" and L5x3 1/2x3/8" (LLH) 6'-0" TO 6'-11"L4x3 1/2x3/8" (LLV)WT5x11 (2) L4x3 1/2x3/8" (LLV) L5x3 1/2x3/8" and L4x3 1/2x3/8" (LLH) L6x3 1/2x3/8" and L5x3 1/2x3/8" (LLH) 7'-0" TO 7'-11"L5x31/2x5/16" (LLV)WT8x13 (2) L5x3 1/2x5/16" (LLV) L6x6x 5/16" and L6x3 1/2x5/16" (LLV) L6x6x 3/8" and L5x5x 3/8" 8'-0" TO 8'-11"L5x3 1/2x3/8" (LLV)WT8x13 (2) L5x3 1/2x3/8" (LLV) L6x6x 5/16" and L6x3 1/2x5/16" (LLV) L6x6x 3/8" and L5x5x 3/8" 9'-0" TO 9'-11"L6x3 1/2x3/8" (LLV)WT8x13 (2) L6x3 1/2x3/8" (LLV) L6x6x 3/8" and L6x3 1/2x3/8" (LLV) L6x6x 3/8" and L5x5x 3/8" MASONRY OPENING STEEL ANGLE LINTEL SCHEDULE TAB PLATE: 3/8" MIN. THICKNESS L3 1/2x3x5/16" MIN. SIZE AND 5/16" MIN. THICKNESS 1/4 1/4MIN. WELD TYP 1/4 MIN. WELD TYP FRAMING SEE PLANS No. 3 BARS AT 12" o.c. E.W. 16" MIN LAP SPLICE, TYP. SUPPORT REBAR ON WIRE CHAIRS AT 3 FT MAX INTERVALS EW DEPTHPERPLANSCOMPOSITE FLUTED STEEL DECK PER PLANS eq eq CONSTRUCTION JOINT PLACEMENT FOR COMPOSITE CONSTRUCTION CONSTRUCTION JOINTS CAN BE INSTALLED PER THE FOLLOWING GUIDELINES AT THE CONTRACTORS OPTION: 1.) ALL REINFORCING TO CONTINUE THROUGH CONTRUCTION JOINTS AND TO HAVE MINIMUM EMBEDMENT OF 24". 2.) JOINTS SHALL BE PLACED PER THE FOLLOWING PARAMETERS: A.) JOINTS PARALLEL TO SECONDARY BEAMS ARE TO BE NEAR MID-SPAN BETWEEN BEAMS. B.) JOINTS PARALLEL TO PRIMARY BEAMS ARE TO BE 4'-0" OFF THE CENTERLINE OF THE MEMBER. C.) JOINTS PERPENDICULAR TO PRIMARY BEAMS ARE TO BE NEAR THE ENDS OF THE SPAN. SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:2/12/2014 7:26:38 PMC:\Users\Tims\Documents\3801301- RS13 - Cornell SHA East Entry_tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationS510Cornell UniversityTYPICAL FRAMING DETAILS Ithaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 12" = 1'-0" A1 LOOSE LINTEL SCHEDULE SCALE: 1" = 1'-0" A5 TYPICAL ROOF OPENING DETAIL SCALE: 1 1/2" = 1'-0" B3 STANDARD CONNECTION DETAILS SCALE: 1 1/2" = 1'-0" C5 SUSPENDED SLAB DETAIL A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E No. Date Description L T/STL Scnd Floor 23' - 3" 5" SLAB 3 1/2" CONCRETE ON 1 1/2"-20Ga. COMPOSITE DECK W 16 x 31 2" CLR 7" CURTAIN WALL MULLION SEE A-SERIES DWGS CURTAIN WALL CLIP AND ATTACHMENT BY MANUFACTURER 7 1/2" 1' - 4 1/2"CELL CLOSURE CONT. Bnt PLATE: 3/8x 5x 7" 1/4 2-12 1/4 2-12 TYP H T/STL ATRIUM ROOF 39' - 6" G.9 (E) W 16 x 45 (E)1 1/2" METAL ROOF DECK (2) 3/4" THRU-BOLTS IN 1 1/2" VRT SLOTS; INSTALL FINGER TIGHT AND UPSET THREADS, TYPHSS 3x 3x 1/4 POST Bnt PLATE: 3/8x 3x AS REQ'D NS & FS, TYP 03 Third Floor 35' - 5 1/4" 29 30 T/STL ATRIUM ROOF 39' - 6" (E) W 16 x 26 (E)1 1/2" METAL ROOF DECK 600S200-68 STUDS at 16" o.c., TYP CONT. 6" TRACK ATTACHED TO CONC. SLAB W/ (2) 3/16 x 1 CONC. SCREWS AT EACH STUD, TYP (E) CONCRETE ROOF SLAB 1 1/2" - 20Ga. METAL ROOF DECK CLIP AT EACH JOIST ATTACH TO BEAM WITH PAF PINS, TYP NEST DECK OR PROVIDE TRANSITION PLATE, TYP (E) CONT. PLATE: 1/4 x 7" CONT. TOP TRACK SEE A-SERIES DWGS FOR BLOCKING AND ATTACHMENT, TYP 600S200-68 STUDS at 16" o.c., TYP 1' - 0 1/2" 600S200-68 STUDS at 16" o.c., TYP J T/STL ATRIUM ROOF 39' - 6" W 16 x 36 (E)1 1/2" METAL ROOF DECK SEE A-SERIES DWGS600S200-68 STUDS at 16" o.c., TYP CONT. TRACK ATTACHED TO (E) DECK W/ (2) SCREWS AT EACH STUD, TYP CONT. TOP TRACK SEE A-SERIES DWGS FOR BLOCKING AND ATTACHMENT, TYP31.8 T/STL Scnd Floor 23' - 3" PLATE: 1/2x 5 1/2" x 1'-6", TYP L3 1/2x 3x 5/16" x 0'-5 1/2" NS & FS, TYP W 16 x 31W 16 x 31W 16 x 31 T/STL GLASS CEILING 32' - 0" W 8 x 15 PLATE: 3/8x 3" x 0'-5 1/2" SHEAR TAB, TYP 1/4 2" TYP HSS 3x 3x 1/4 30 T/STL GLASS CEILING 32' - 0" PLATE: 3/8x 6" CONT. L 1 1/2x 1 1/2x 1/4" BS GLASS CEILING SEE A-SERIES DWGS 1/8 2-12 1/8 2-12 TYP 4"2"HSS 6x 2x 1/4 W 8 x 15 4 1/2"7" CONT. PLATE: 1/4 x 5 SECOND FLOOR 23' - 8" 31.8 32 L 8x 4x 1/2"L 8x 4x 1/2" L 4x 4x 5/16 FLOOR OPENING COORD W/ M-SERIES DWGSW 16 x 31 (E) W 14 x 30 3/4" THRU-BOLT 5" SLAB ON 1 1/2" COMP. DECK (3) 3/4" THRU-BOLTS 3/4" THRU-BOLT (E) 7" CONC. SLAB 1/4 - TYP Bnt PLATE: 3/8x 5x 9" 1/2" COMPRESSIBLE FILLER SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:3/4/2014 11:52:43 AMC:\Users\Tims\Documents\3801301- RS13 -Cornell SHA East Entry - Tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationS511Cornell UniversityFRAMING DETAILSIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillSCALE: 1" = 1'-0" REF: S104 A5 FRAMING DETAIL SCALE: 1" = 1'-0" REF: S105 B1 FRAMING DETAIL SCALE: 3/4" = 1'-0" REF: S105 D4 FRAMING DETAIL SCALE: 3/4" = 1'-0" REF: S105 D5 FRAMING DETAIL 1 A B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E SCALE: 1" = 1'-0" REF: S104 A1 FRAMING DETAIL SCALE: 1" = 1'-0" REF: S104 A4 FRAMING DETAIL SCALE: 1" = 1'-0" REF: S104 B2 FRAMING DETAIL SCALE: 1" = 1'-0" REF: S104 B4 FRAMING DETAIL No. Date Description 2 Feb 27 2014 PR 1-9 & ASI 001 NOT USED 2 29 30 L2 28.9 30.91' - 6 3/4"2' - 0 1/2"2' - 4 3/4"3' - 8 1/4"1' - 11 1/8"4 1/4"2' - 0 1/2"5' - 7 3/8"2' - 4 3/4" HSS 4x4x1/4" BRACING HSS 6x 6x 5/16 1' - 1"1' - 0 7/8" 2' - 1 3/4"1' - 0 3/8"1' - 0 3/8"10' - 2 5/8"A2 S512 30 T/STL Scnd Floor 23' - 3" 30.9 W 10 x 49 HSS 6x 6x 5/16 HSS 2x 2x 1/4 1/4 1/4TYP HSS 4x4x1/4" W 16 x 31 W 16 x 31 W/ (2) C10 x 25 W 16 x 31 SECOND FLOOR 23' - 8" GHG.2G.3G.9 (E) SLAB (E) BEAM 5" SLAB - 3 1/2" CONCRETE ON 1 1/2"-20Ga. COMPOSITE DECK 1/2x 4 1/2" EMBED EPOXY ANCHOR AT 12" o.c. AND 6" MAX. FROM ENDS CONT. L 3x 3x 1/4" 1/2 x 6" HCA AT 12" o.c. STAGGERED FROM EPOXY ANCHORS HSS 3x 3x 1/4 3/4 x 3 1/2" HCA SEE PLAN HSS 3x 3x 1/4 W 16 x 40 PLATE: 3/8" L3 1/2x 3x 5/16" NS&FS, TYP BENT CLOSURE "Z", TYPCONT. L1 1/2 x 1 1/2x 1/4" W/ 3/8" x 4" HCA AT 18" o.c., TYP W 16 x 40 W 8 x 15 5" SLAB - 3 1/2" CONCRETE ON 1 1/2"-20Ga. COMPOSITE DECK SECOND FLOOR 23' - 8" 30 T/STL Scnd Floor 23' - 3" 5" SLAB ON 1 1/2" COMP. DECK (E) HSS 8x8x5/16 W 16 x 31 1/2" CLR 11 1/2" COMPRESSIBLE FILLER, TYP EDGE OF (E) SLAB, TYP PLATE: 3/8x 3 1/2" x 1'-0", TYP 1/4 1/4 TYP SURVEYING, P.C. NEW LEBANON, NY 12125 TEL:(518)794-8613 20 SHAKER RD, BOX 730, FAX:(877)310-6693 www.clarkpc.com REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Public Ledger Building, Suite 944 150 South Independence Mall West Philadelphia, PA 19106 Tel: 215-320-3000 100% CONSTRUCTION DOCUMENTS MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT:3/4/2014 11:52:44 AMC:\Users\Tims\Documents\3801301- RS13 -Cornell SHA East Entry - Tims.rvtAs indicated 3801301 12/09/2013School of Hotel AdministrationS512Cornell UniversityFRAMING DETAILSIthaca, NY 14853Clark Engineering & Surveying New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillA B C D E 2 3 4 5 6 1 2 3 4 5 6 A B C D E SCALE: 1/2" = 1'-0" A1 ENLARGED MANTEL SUPPORT FRAMING SCALE: 1/2" = 1'-0" REF: S512 A2 FRAMING DETAIL No. Date Description 2 Feb 27 2014 PR 1-9 & ASI 001 NOT USED SCALE: 1" = 1'-0" REF: S104 C1 FRAMING DETAIL SCALE: 1" = 1'-0" REF: S104 A4 FRAMING DETAIL 2 2 2 DUCT CONTINUED DOUBLE LINE RECTANGULAR T T E PNEUMATIC/ELECTRIC THERMOSTAT AIR FLOW NTS NOT TO SCALE PIPE ANCHOR (DBL) PIPE GUIDE CFM CUBIC FEET PER MINUTE EXPANSION COMPENSATOR WITH GUIDES AD ACCESS DOOR PRE-FAB EXPANSION LOOP P.C.PLUMBING CONTRACTOR STRAINER N.O.NORMALLY OPEN PRESSURE GAUGE DSD DUCT SMOKE DETECTOR THERMOMETER H HUMIDISTAT UNION AIR VENTV ROUND DUCT - IN INCHES12" TT THERMOSTATIC TRAP SQUARE TO ROUND TRANSITION FT FLOAT & THERMOSTATIC TRAP UP OR DOWN RETURN DUCT TURNING 24x12 10x8 DN UP DN UP TD THERMODYNAMIC TRAP10"14" TEE CONICAL 8"18"ROUND BRANCH ROUND MAIN SUPPLY/RETURN BT BUCKET TRAP REGISTER OR GRILLE RETURN OR EXHAUST DIRECTION OF FLOW VOLUME DAMPER BBD BOILER BLOW DOWN CONDENSER WATER SUPPLYCS CR CONDENSER WATER RETURN CWS CHILLED WATER SUPPLY CWR CHILLED WATER RETURN D DRAIN FUEL OIL FILLFOF FUEL OIL GAUGEFOG FOS FUEL OIL SUPPLY FOR FUEL OIL RETURN FOV FUEL OIL TANK VENT G GAS GLYCOL SUPPLYGS GLYCOL RETURNGR HWS HOT WATER SUPPLY HWR HOT WATER RETURN HG HOT GAS LPS LOW PRESSURE STEAM LPC LOW PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM MPC MEDIUM PRESSURE CONDENSATE HPS HIGH PRESSURE STEAM HPC HIGH PRESSURE CONDENSATE PC PUMPED CONDENSATE RD REFRIGERANT DISCHARGE RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION VAC VACUUM CW DOMESTIC COLD WATER EXISTING WORK TO BE REMOVED SINGLE LINE PIPE OR DUCT CONTINUED ROUND DUCT CONTINUED DOUBLE LINE PIPE OR MBH THOUSAND BTU/HOUR (E)EXISTING FPM FEET PER MINUTE AFF ABOVE FINISHED FLOOR G.C.GENERAL CONTRACTOR E.C.ELECTRICAL CONTRACTOR N.C.NORMALLY CLOSED S TEMPERATURE SENSOR DUCT TAKEOFFSSINGLE LINE DOUBLE LINE UP OR DOWN SUPPLY DUCT TURNING 24x12 10x8 DN UPUPDN 10x88x6 24x1214x8 TAP 6" BOOT RECTANGULAR BRANCH RECTANGULAR MAIN SUPPLY/RETURN 10"14" 8"18"ROUND BRANCH ROUND MAIN SUPPLY/RETURN LATERAL SUPPLY DIFFUSER, REGISTER OR GRILLE FLEXIBLE DUCTWORK COMPRESSED AIRA CAP OR PLUG ELBOW DOWN ELBOW UP AAD AUTOMATIC AIR DAMPER FD FIRE DAMPER SD SMOKE DAMPER BDD BACK DRAFT DAMPER M MOTORIZED DAMPER BALL VALVE GATE VALVE CHECK VALVE BALANCING VALVE BUTTERFLY VALVE SAFETY RELIEF VALVE PRESSURE REDUCING VALVEPRV CONTROL VALVE PRESSURE/TEMPERATURE TEST PLUG HVAC SYMBOL LIST (L)ACOUSTIC THERMAL LINING - 1" THICK (2L)ACOUSTIC THERMAL LINING - 2" THICK M.C.MECHANICAL CONTRACTOR W/W WALL TO WALL T G S THERMOSTAT/SENSOR WITH GUARDG DUCT SECTION - SUPPLY DUCT SECTION - RETURN WIDTH A x DEPTH B A B R R DIRECTION OF AIRFLOW RISE IN DUCT - IN D D DIRECTION OF AIRFLOW DROP IN DUCT - IN 10x824x1214" TAP 6" BOOT ROUND BRANCH RECTANGULAR MAIN SUPPLY/RETURN8" BG BLAST GATE FIN TUBE RADIATION VALANCE A B C C = CFM B = NECK SIZE A = TYPE REGISTER, GRILLE OR DIFFUSER TAG A B C D D = HEATING GPM C = COOLING GPM B = COIL SIZE A = TYPE VALANCE TAG POINT OF CONNECTION POINT OF DISCONNECTION BOTTOM TAP TRIPLE DUTY VALVETD GLOBE VALVE THREE WAY CONTROL VALVE SUCTION DIFFUSERSD CAP AND CHAIN DRAIN VALVE WITH HOSE CONNECTION, FC FLEX CONNECTOR - DUCTWORK DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL FLEXIBLE CONNECTOR - PIPING A B C C = MINIMUM CFM B = MAXIMUM CFM A = UNIT NO. AIR TERMINAL UNIT TAG (OPTION 2) FO AxB DUCT SECTION - FLAT OVAL (FO) V VENT REGISTER OR GRILLE THREE WAY THROW SUPPLY DIFFUSER, REGISTER OR GRILLE TWO WAY THROW SUPPLY DIFFUSER, REGISTER OR GRILLE ONE WAY THROW SUPPLY DIFFUSER, FD/SD COMBINATION FIRE AND SMOKE DAMPER DOUBLE WALL LINED DUCT- 3" THICK MTHWS MEDIUM TEMPERATURE HOT WATER SUPPLY (COGEN) MTHWR MEDIUM TEMPERATURE HOT WATER RETURN (COGEN) HPWS HPWR HEAT PUMP WATER SUPPLY HEAT PUMP WATER RETURN TCS FAN COIL UNIT COOLING SUPPLY TCR FAN COIL UNIT COOLING RETURN THS FAN COIL UNIT HEATING SUPPLY THR FAN COIL UNIT HEATING RETURN GENERAL NOTES: B C D D = GPM C = ENCLOSURE LENGTH B = FIN TUBE LENGTH FT-A = TYPE RADIANT CEILING PANEL TAG FIN TUBE RADIATION/ FT-A RADIANT CEILING PANEL PS TS TEMPERATURE SENSOR PRESSURE SENSOR A AIR TERMINAL UNIT AND TAG (OPTION 1) AIR TERMINAL UNIT X"LAB AIR VALVE FACTORY ATTENUATOR AIR TERMINAL UNIT WITH X" FACTORY SOUND ATTENUATOR LAB AIR VALVE WITH SERVICE CLEARANCE CO CARBON MONOXIDE DETECTOR L. K. J. I. H. G. F. E. D. C. B. A. NO SCALE & SYMBOLS LIST GENERAL NOTES H000 SCHEDULEPUMP NO.PUMP LOCATION SERVICE CAPACITYPUMP CHARACTERISTICSMOTOR No. MODEL &MANUFACTURER REMARKS (GPM) FLOW FEETIN HEADTOTAL RPM HP VOLTS PHASE STARTER ZP-1 FLOORGROUND SNOWMELT 16 29 3300 2/5 120 1 26 DIVBY E24.2 MODEL E.2-SERIES ARMFLOARMSTRONG ZP-2 FLOORGROUND SNOWMELT 8.5 25 3300 2/5 120 1 26 DIVBY E33.2 MODEL E.2-SERIES ARMFLOARMSTRONG ZP-3 FLOORFIRST FLOOR RADIANTVESTIBULE 1.0 35 3300 1/2 120 1 26 DIVBY E30.2 MODEL E.2-SERIES ARMFLOARMSTRONG SCHEDULE DIFFUSER AND GRILLEREGISTER TYPE APPLICATION MATERIAL FINISH No. MODEL &MANUFACTURER REMARKS 1 SUPPLY STEEL WHITE SLOT 2 - FL-25 MODELTITUS A RETURN STEEL WHITE RL 355 MODELTITUS B RETURN STEEL WHITE SLOT 2 - FL-25 MODELTITUS C SUPPLY/RETURN ALUMINUM GRILLE BAR ALUMINUMAAG-100 WATER HOT - SCHEDULE HEATER UNITCABINET NO.UNIT LOCATION TYPE (MBH) CAPACITY SIDEAIR SIDEWATER (CFM) FLOW AIR WC)(In. STATIC EXT. F)(DEG. TEMP AIRENT. F)(DEG. TEMP AIRLVG. (GPM) RATE FLOW HD)(Ft. P.D.WATER F) (DEG.TEMP WATERENT. F) (DEG.TEMP WATERLVG. FLUID VOLTS PHASE (In.) LENGTH (In.) HEIGHT (In.) DEPTH CUH-1 VESTIBULE RECESSED VERTICAL FLOORINVERTED 86.4 910 0.0 70 156.8 8.6 6.8 180 160 WATER 208 1 69 25 9.25 FHY12 MODELIEC CUH-2 VESTIBULE RECESSED VERTICAL FLOORINVERTED 86.4 910 0.0 70 156.8 8.6 6.8 180 160 WATER 208 1 69 25 9.25 FHY12 MODELIEC CUH-3 ATRIUM RECESSED VERTICAL FLOORINVERTED 86.4 910 0.0 70 156.8 8.6 6.8 180 160 WATER 208 1 69 25 9.25 FHY12 MODELIEC CUH-4 ATRIUM RECESSED VERTICAL FLOORINVERTED 86.4 910 0.0 70 156.8 8.6 6.8 180 160 WATER 208 1 69 25 9.25 FHY12 MODELIEC REHEAT WATER HOT - SCHEDULE UNIT TERMINAL AIR - DUCT SINGLE -VAV NO.UNIT SERVICE (CFM) FLOW AIR MAX (CFM) FLOW AIRMIN WC)(In. CFMMAX ATPRESS INLETMIN (In.) SIZE INLET S.P. 1"AT N.C.RAD S.P. 1"AT N.C.DISCH COILREHEAT FLUID No. MODEL &MANUFACTURER REMARKS (MBH) CAPACITY SIDEAIR SIDEWATER (CFM)FLOW AIRHEATING F)(DEG. TEMP AIRENT. F)(DEG. TEMP AIRLVG. WC)(In‘. P.D.AIR (GPM) FLOWWATER WC)(In. P.D.WATER F) (DEG.TEMP WATERENT. F) (DEG.TEMP WATERLVG. DEEP ROWS SAV-1 FLOOR2ND 2680 825 1.0 16"20 18 126.1 2680 55 99 0.42 12.6 2.1 180 160 2 WATER DESV MODELTITUS SAV-2 FLOOR2ND 2320 700 1.0 16"17 16 116.3 2320 55 101 0.33 11.6 1.8 180 160 2 WATER DESV MODELTITUS SCHEDULEFAN NO.UNIT LOCATION SERVICE CHARACTERISTICSFAN CHARACTERISTICSMOTOR No. MODEL &MANUFACTURER REMARKS TYPE CFM WC)(In. S.P. BHP MAX. RPM FAN DRIVE RPM HP VOLTS HZ PHASE EF-32 ROOF PURGESMOKE PROPELLER 18750 .5 5.3 1750 DIRECT 1750 5 460 60 3 EF-33 ROOF PURGESMOKE PROPELLER 18750 .5 5.3 1750 DIRECT 1750 5 460 60 3 EF-34 ROOF PURGESMOKE PROPELLER 18750 .5 5.3 1750 DIRECT 1750 5 460 60 3 EF-35 ROOF PURGESMOKE PROPELLER 18750 .5 5.3 1750 DIRECT 1750 5 460 60 3 WATER HOT - SCHEDULERADIATION TYPEUNIT )(BTUH/LF CAPACITY F)(DEG. TEMP WAER AVERAGE F)(DEG. TEMP. AIRENT. F) (DEG.TEMP. WATERENT. F) (DEG.TEMP. WATERLVG. FLUID ELEMENTHEATING ENCLOSURE No. MODEL &MANUFACTURER REMARKS (In.) SIZE TUBE (In.) SIZEFIN FT. FINS/ HEIGHT WIDTH TOP TO HEIGHTMOUNTING FT-1 630 170 65 180 160 WATER 3/4"2.75"x4"48 DWGS ARCH.TO REFER - ENCLOSURE PERFORATEDCUSTON 48 4, X 2-3/4 3/4C, MODEL TUBE FINRITTLING SCHEDULE SYSTEM MELTSNOW NO.SYSTEM SERVEDAREA Ft.)(SQ. AREA FT.SQ. BTUH/ (In.) SIZE TUBE SPACING MAX SCIRCUIT OFNO. HLENGT CIRCUIT FLUID GPM HD) (Ft.P.D. (BTUH) LOAD HEATING No. MODEL &MANUFACTURER REMARKS SMZ-1 ENTRANCESOUTH 1355 145 5/8"9"7 300 GLYCOL40%16 28.3 200,000 TUBING RADIANTPEX+5/8" SMZ-2 ENTRANCENORTH 705 145 5/8"9"4 275 GLYCOL40%8.5 22.2 115,000 TUBING RADIANTPEX+5/8" FINAL FINISHES OR CEILINGS ARE INSTALLED TO FACILITATE CALIBRATION/REPAIR. DOWNSTREAM REMOTE STATIC PRESSURE SENSORS FOR AIR AND WATER SYSTEMS SHALL BE VISIBLY LABELED AFTER THE MOUNTING HEIGHT FOR ALL ROOM THERMOSTATS OR SENSORS SHALL BE 48 IN. TO TOP OF THE COVER. OCCUPANCY SENSORS SHALL BE INSTALLED IN ORDER TO PROVIDE COMPLETE COVERAGE OF THE WORK AREAS. INSTALLED IN ALIGNMENT WITH ELECTRICAL, FIRE, AND OTHER DEVICES WHEN LOCATED ON COMMON WALLS. THE ARCHITECT/ENGINEER TO LOCATE SENSOR LOCATIONS PRIOR TO INSTALLATION. THE TEMPERATURE SENSORS SHALL BE AND OCCUPANCY WITH THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL SCHEDULE A WALK THROUGH WITH THE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE LOCATIONS OF ALL ROOM TEMPERATURE SENSORS MINIMUM 16x16 ACCESS DOOR AT THE DUCT MOUNTED SMOKE DETECTORS. AT SMOKE DAMPER AND COMBINATION FIRE/SMOKE DAMPER INSTALLATIONS, THE CONTRACTOR SHALL PROVIDE A FOR SELECTION OF ACCESS DOOR TYPES. REFER TO SPECIFICATION SECTION 20000 FOR ACCESS DOOR REQUIREMENTS. REFER TO THE ARCHITECTURAL DRAWINGS FOR CEILING AND WALL CONSTRUCTION TYPES AND RATING REQUIREMENTS FULL ACCESS TO DUCTWORK MOUNTED ACCESS DOORS FOR SERVICING THE DAMPERS. THE CONTRACTOR SHALL AND MASONRY WALLS AT FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS TO ALLOW THE CONTRACTOR SHALL PROVIDE MINIMUM 16x16 ACCESS DOORS WITHIN GYPSUM CEILINGS, GYPSUM WALLS VOLUME DAMPER TAGGING IS VISIBLE AFTER INSTALLATION IS COMPLETE. FLEXIBLE DUCTWORK SHALL NOT BE LESS THAN THE CROSS SECTIONAL AREA OF THE GRILLE NECK. ENSURE ALL IF FLEXIBLE DUCTWORK IS UTILIZED FOR FINAL CONNECTION AT GRILLES, THE CROSS SECTIONAL AREA OF THE DRAWINGS. ALL VOLUME DAMPERS SHALL BE A MINIMUM OF 6’-0" FROM DIFFUSER OR GRILLE CONNECTION. PROVIDE A VOLUME DAMPER AT EACH DIFFUSER AND GRILLE FOR PROPER BALANCING REGARDLESS IF SHOWN ON CONTRACTOR SHALL RELOCATE OBSTRUCTIONS AT NO ADDITIONAL COST TO THE OWNER. OTHER TRADES ON THE PROJECT. IF PROPER SERVICE ACCESS IS NOT MAINTAINED BECAUSE OF POOR COORDINATION, THE ENCLOSURES THAT WILL PROHIBIT ACCESS UP TO THE CONTROL ENCLOSURE. COORDINATE THESE REQUIREMENTS WITH ALL AT ALL TERMINAL UNITS. NO PIPING OR CONDUIT SHALL BE DIRECTLY INSTALLED BELOW AIR TERMINAL UNIT ACCESS FLOW MEASURING AT FLOW SENSOR. A MINIMUM OF 1’-6" SHALL BE PROVIDED IN FRONT OF CONTROL ACCESS ENCLOSURES PROVIDE A MINIMUM OF FIVE DUCTWORK DIAMETERS OF STRAIGHT DUCT UPSTREAM OF ALL AIR TERMINAL UNITS FOR PROPER OF THE HVAC SYSTEMS. WATER, STEAM, CONDENSATE, AND CONTROL SYSTEMS) TO FACILITY PHASING REQUIREMENTS WITHOUT INTERRUPTION CONTRACTOR TO PROVIDE FOR ALL TEMPORARY SERVICES (SUPPLY AIR, RETURN AIR, EXHAUST AIR, CHILLED WATER, HOT CONDITIONS AND THE ARCHITECTURAL BID DOCUMENTS FOR THE PHASING REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE NORMAL OPERATION OF THE FACILITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THOROUGHLY REVIEW THE GENERAL IT IS THE REQUIREMENT OF THE PROJECT THE CONSTRUCTION WORK BE PHASED TO FACILITATE MINIMUM IMPACT TO THE SYSTEM TO FACILITATE THE INTENDED WORK. THE CONTRACTOR SHALL ASSIST THE UNIVERSITY PERSONNEL IN SHUTTING DOWN, DRAINING, VENTING, ECT. OF WATER, HOT WATER, STEAM, ECT. SYSTEMS WITH CORNELL UNIVERSITY FACILITY PERSONNEL FOR TIE-IN CONNECTIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL SHUTDOWNS OF AIR HANDLING, CHILLED ENGINEER. TO CHANGE THE SIZE OR TYPE OF DUCTWORK FOR BIDDING OR INSTALLATION UNLESS SPECIFICALLY APPROVED BY THE ABOVE THE CEILINGS FOR FUTURE DUCTWORK, PIPING AND/OR CONDUIT. IT IS NOT ACCEPTABLE FOR THE CONTRACTOR WITHIN THE RENOVATED AREA. IN ADDITION, THE DUCTWORK SIZES AND TYPES WERE CHOSEN TO ALLOW SPACE THE DUCTWORK SIZES AND TYPES (ROUND, RECTANGULAR AND FLAT OVAL) WERE SELECTED FOR SPACE LIMITATION OF THE SYSTEM COMPLETELY. THE SYSTEMS. DRAINS SHALL BE PROVIDED AT ALL LOW POINTS WITHIN THE PIPING SYSTEMS TO FACILITATE DRAINING AT AREAS WITHIN THE PIPING SYSTEMS THAT COULD ACCUMULATE OR TRAP AIR PREVENTING PROPER OPERATION OF SYSTEMS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AIR VENTS AT ALL SYSTEM HIGH POINTS AND IT IS NOT THE INTENT OF THE DRAWINGS TO SHOW ALL AIR VENTS OR DRAINS FOR THE INSTALLATION OF THE PIPING PENETRATION TO REDUCE NOISE TRANSMISSION. THROUGH NON RATED WALLS SHALL BE SEALED WITH A NON-HARDENING SEALANT ON BOTH SIDES OF WALL PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE FIRE/SMOKE STOPPED. ALL PENETRATIONS OF MECHANICAL SYSTEMS INCLUDING, BUT NOT LIMITED TO, EQUIPMENT, DUCTWORK, PIPING, ETC.. ALL ALL NEW PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS SHALL BE PROVIDED FOR INSTALLATION AND MATERIALS OFF SITE IN A PROPER LEGAL MANNER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF ALL DEMOLITION DEBRIS AEROVENT MODEL36L224-DDP AEROVENT MODEL36L224-DDP AEROVENT MODEL36L224-DDP AEROVENT MODEL36L224-DDP WATER CHILLED - SCHEDULE UNIT COILFAN NO.UNIT LOCATION TYPE SIDEAIR COILCOOLING (CFM) FLOW AIR WC)(In. STATIC EXT.CAPACITY F) (DEG.EAT F) (DEG.LAT (GPM) FLOW WATER HD)(Ft. P.D.WATER F) (DEG.TEMP WATERENT. F) (DEG.TEMP WATERLVG. FLUID ROWS VOLTS PHASE (MBH) SENSIBLE (TONS) TOTAL DB WB DB WB FCU-1 VESTIBULE RECESSEDHORIZONTAL 600 0.0 12880 1.8 76 67 56.4 55.5 4.3 2.0 45 55 WATER 4 208 1 CPY10 MODELIEC FCU-2 VESTIBULE RECESSEDHORIZONTAL 600 0.0 12880 1.8 76 67 56.4 55.5 4.3 2.0 45 55 WATER 4 208 1 CPY10 MODELIEC FCU-3 278CLASSROOM RECESSEDHORIZONTAL 170 -3687 .5 76 67 56.2 55.3 1.2 3.7 45 55 WATER 4 208 1 CPY02 MODELIEC 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 H100 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ H100 2 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ FIRST FLOOR PLAN - HVAC DEMOLITION GROUND FLOOR PLAN - HVAC DEMOLITION(E)24x16x16(E)32DN (E)32x16 FLOOR BELOW (E)DUCT (E)32x16 (E)14" (E)14" (E)8x4 (E)8x4 (E)12x18 (E)22x18 (E)48x12(E)14"DN (E)12x48 (E)8x4(E)24x18(E)24x18(E)24x14(E)14x12RISER (E)RETURN AIR "=1’-0"8 1 HVAC DEMOLITION FLOOR PLANS - H100 DEMOLITION NOTES: 1 1 11 ARCH. DRAWINGS FOR EXACT LOCATION. IS 7’-0" FROM "K" LINE. REFER TO AND TERRAZZO FLOOR TO REMAIN (E)RADIANT SLAB TO REMAIN. SLAB THE PREBALANCE FLOW ONCE CONSTRUCTION IS COMPLETE. EXISTING RADIANT FLOOR SYSTEM SHALL BE REBALANCED TO FLOW RATE SHALL BE SUBMITTED TO THE ENGINEER. THE ASSOCIATED WITH THE HEATING WATER SYSTEM. THE EXISTING FLOOR SLAB IN THE ATRIUM. PRIOR TO DEMOLITION WORK PREBALANCE THE FLOW RATE OF THE EXISTING RADIANT REMOVE DUCTWORK AND DUCT ACCESSORIES. 2 1 2 2 2 1 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 DN UP K J H G F E D 32 31 28 31.8 K.6 30 OPEN TO BELOW 29 UP DN K J H G F E D 32 31 28 31.8 K.6 30 ATRIUM G90 LOUNGE STUDENT G78 CENTER LEARNING STUDENT G80 29 H101 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ SECOND FLOOR PLAN - HVAC DEMOLITION H101 2 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ ROOF PLAN - HVAC DEMOLITION FAN (E)EXHAUST DEMOLITION NOTES: 2 2 "=1’-0"8 1 HVAC DEMOLITION FLOOR PLANS - H101 DEMOLITION NOTES: 3 1 1 POSSIBLE DOWN TIME FOR THE SMOKE PURGE SYSTEM. FAN. DEMOLITION SHALL BE COORDINATED TO PROVIDE THE MINIMUM WITH DELIVERY AND INSTALLATION OF NEW SMOKE PURGE EXHAUST COORDINATE SHUTDOWN AND REMOVAL OF EXISTING EXHAUST FAN AND ASSOCIATED DUCTWORK. REMOVE EXISTING SMOKE PURGE EXHAUST FAN, ACCESSORIES, 2 1 21 (E)FCU (E)FCU (E)FCU ASSOCIATED PIPING AS REQUIRED. EXISTING FCU TO BE REUSED AND RELOCATED. DISCONNECT FROM CORNELL INVENTORY LIST. EXHAUST FANS SERVING KITCHEN HOOD SHALL BE REMOVED CAP AND SEAL DUCTWORK SERVING KITCHEN HOOD. ASSOCIATED DUCTWORK AND ACCESSORIES. REMOVE EXISTING KITCHEN HOOD, EXHAUST FAN, AND ALL 4 3 2 1 4 4 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 DN K J H G F E D 32 31 28 31.8 30 OPEN TO BELOW 29 K J H G F E DG2 H200 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ H200 2 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ GROUND FLOOR PLAN - HVAC NEW WORK FIRST FLOOR PLAN - HVAC NEW WORK DRAWING NOTES: (E) 1250 450 (E) 1250 450 1 1 26x20 S TSTSTSTSZP-1 ZP-2 TO SNOWMELT SYSTEM UNDERGROUND PIPING C 6’-0" 1250 400 FT. SHALL BE NO MORE THAN 1.0 GPM. EACH CIRCUIT SLAB. BALANCE FLOW TO CENTERS IN THE FLOOR " PEX PIPING @ 12" RADIANT FLOOR SYSTEM. FC 12x10 12"FC FCU-1 FC 12x10 FC FCU-112"10"MANIFOLD SMZ-2 MANIFOLD SMZ-1 26x2026x20 UP 26x20 UP 26x20 16x14C 6’-0" 1250 TYP=2 C 4’-6" 1250 ZP-3 MANIFOLD RADIANT FLOOR "=1’-0"8 1 H200 HVAC NEW WORK FLOOR PLANS - DRAWING NOTES: REBALANCE EXISTING VAV BOX TO NEW AIRFLOW LISTED.1 1 2 & HWR "HWS UP TO 2ND FLR 2"HWS & HWR TO MANIFOLD "HWS & HWR FD FD DSD DSD 1"GR 1"GS 1"GR 1"GS 1"GR 1"GS 1"GR 1"GS S CUH-4 CUH-3 CUH-1 CUH-2 & HWR 2"HWS FCU-1 FCU-1 CONFIGURATION TYP. SUPPLY DUCT SEE CUH-3 FOR 16" 16" 3 2 TYP=2 C 6’-0" - 4 TYP=2 C 5’-0" - TYP=2 B 5’-0" 300 TYP=4 1 5-0" 300 & HWR 2"HWS & HWR 1"HWS & HWR 1"HWS & HWR 1"HWS 5 & CWR 1"CWS & CWR 1"CWS 6 TYP=4 C 5’-0" - 7 7 6 5 4 3 2 1 ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. AND RADIANT SLAB TO REMAIN IS 7’-0" FROM "K" LINE. REFER TO REMAIN WEST OF THE TERRAZZO FLOORING. TERRAZZO FLOORING ALL PIPING AND DIRECT BURIED DUCTWORK SHOWN AT ATRIUM SHALL DETAILS. ARCHITECTURAL DRAWINGS FOR DIRECT BURIED DUCTWORK EXACT LOCATION WITH ARCHITECT AND REFER TO PROVIDE DIRECT BURIED RETURN DUCTWORK. COORDINATE GRILLE SHALL BE 10" WIDE. PLENUM CONNECTING TO VERTICAL SUPPLY GRILLE. CONNECT 60x5 VERTICAL DUCT OFF TOP OF CUH TO 6’ TALL PANEL AND FIREFIGHTER SMOKE CONTROL OVERRIDE PANEL. RELOCATED POSITION FOR SMOKE PURGE DDC CONTROL RUN GLYCOL PIPING IN TRENCH. CONNECT TO DUCT UNDERFLOOR. GLYCOL WATER PIPING TIE INTO EXISTING GLYCOL WATER PIPING TIE INTO EXISTING 2 1 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 K J H G F E D 32 31 28 31.8 30 L2 L 29 G2 28.9 30.9 LOUNGE STUDENT EXISTING G70 CENTER LEARNING STUDENT EXISTING G80 ATRIUM EXISTING G0051 UP UP DN 425 SF VESTIBULE G0052 K J H G F E D 32 31 28 31.8 30 L2M L 29 G2 DN UP MEZZANINE EXISTING 10054 AFFAIRS ALUMNI EXISTING 174 OPEN TO BELOW EXISTING 180(E)24x16x16(E)32FLOOR BELOW (E)DUCT (E)32x16 (E)14" (E)14" (E)8x4 (E)8x4 (E)12x18 (E)22x18 (E)48x12 DN (E)12x48 (E)8x4(E)24x18RISER (E)RETURN AIR ARCH. DRAWINGS FOR EXACT LOCATION. IS 7’-0" FROM "K" LINE. REFER TO AND TERRAZZO FLOOR TO REMAIN (E)RADIANT SLAB TO REMAIN. SLAB SUMP PIT K 32 31 28 31.8 30 L2 L 29 28.9 30.9 425 SF VESTIBULE G0052 H201 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ H201 2 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ DN 24x22 10" DRAWING NOTES: SAV-1 1 TYP=8 1 4’-0" 33510"10" 10" 12" TYP=6 1 5’-0" 385 18x1418x14 SAV-2 1 S SECOND FLOOR PLAN - HVAC NEW WORK - PIPING SECOND FLOOR PLAN - HVAC NEW WORK - DUCTWORK16x1210" 12"12" 10"16x1212" 10" 10" 12" 10" S 10"28x2028x20 "=1’-0"8 1 HVAC NEW WORK FLOOR PLANS - H201 18x14 26x1212 24x 10"10"OS OS OS OS OS OS 2 2 2 2 3 3 DSD DSD DN 24x22 2 2 4 5 A 12x10 - 6 TYP=2 A 48x18 - 7 80x18 A 48x28 5000 TYP=6 A 46x22 - 8 12’-0" W/W - FT-1 17’-0" W/W - FT-1 9’-0" W/W - FT-1 2.5 GPM BALANCE TO 9 9 9 SAV-1 SAV-2 & HWR 1" HWS & HWR 1" HWS & HWR 2" HWS FD FD FD/SD FD/SD " HWS " HWRBELOW PIPING RUN BELOW PIPING RUN HWR DN 2" HWS & (E)FCU (E)FCU (E)FCU 10 10 FCU-3 16x6 A 16x6 170 A 10x6 170 8x6 11 FCU-3 & CWR " CWS EXISTING CWS & CWR PIPING. " CWS & CWR PIPING TO DROP IN WALL AND CONNECT TO AS REQUIRED. PIPING AND PIPING ACCESSORIES TO CONNECT TO NEW FCU PROVIDE NEW FCU-3 ABOVE CEILING. PROVIDE " CHILLED WATER NEW FCU LOCATION. ACCESSORIES AS REQUIRED TO CONNECT EXISTING PIPING TO RELOCATE EXISTING FCU AS SHOWN. PROVIDE NEW PIPING AND ARCHITECT. HEAT UNIT. COORDINATE ENCLOSURE TYPE AND STYLE WITH CUSTOM PERFORATED ENCLOSURE PEDESTAL BASE RADIANT LAYOUT WITH ARCHITECT. DRAWING A-401, AND COORDINATE EXACT LOCATIONS AND PROVIDE RATED TRANSFER PLENUM. REFER TO SECTION ON CORRIDOR TO EXHAUST FAN/SKYLIGHT AREA. ARCHITECT TO GRILLE SERVING SMOKE PURGE TRANSFER AIR FROM EXISTING LOCATIONS AND LAYOUT WITH ARCHITECT. REFER TO SECTION ON DRAWING A-401, AND COORDINATE EXACT AIR FROM 2ND FLOOR INFILL INTO EXHAUST FAN/SKYLIGHT AREA. GRILLE SERVING SMOKE PURGE TRANSFER DUCT TO TRANSFER ARCHITECTURAL DRAWINGS. AT WALL ABOVE CEILING. COORDINATE GRILLE LOCATION WITH FRESH AIR INTAKE GRILLE SERVING FIREPLACE. LOCATE GRILLE 10" FLUE DUCT UP TO VENT ON ROOF. AND STRUCTURAL DRAWINGS. INSTRUCTIONS. COORDINATE EXACT LOCATION WITH ARCHITECTURAL AND CONNECT FLUE DUCT IN ACCORDANCE WITH MANUFACTURER’S ROUTE 10" FLUE DUCT DOWN TO CONNECT TO FIREPLACE. ROUTE WITH ARCHITECT. PROVIDE TEMPERATURE SENSOR. COORDINATE LOCATION LOCATION WITH ARCHITECT. PROVIDE OCCUPANCY SENSOR AS SHOWN. COORDINATE SOUND ATTENUATOR. PROVIDE NEW SUPPLY AIR VAV BOX WITH FACTORY 12 11 10 9 8 7 6 5 4 3 2 1 12 2 2 2 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 DN DN UP DN UPUP DNDN K J H G F E 32 31 31.8 30 L2M CLASSROOM EXISTING 278 FOOD LAB EXISTING 280 29 INFILL 276 G2 CORRIDOR EXISTING 20055 28.9 30.9 31.5 AV CLOSET 276C DN DN UP DN UPUP DNDN K J H G F E 32 31 31.8 30 L2M CLASSROOM EXISTING 278 FOOD LAB EXISTING 280 29 INFILL 276 G2 CORRIDOR EXISTING 20055 28.9 30.9 31.5 AV CLOSET 276C H202 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ ROOF PLAN - HVAC NEW WORK - DUCTWORK DRAWING NOTES: 3 EF-32 "=1’-0"8 1 HVAC NEW WORK ROOF PLAN - H202 EF-33 1 EF-34 EF-35 1 2 3 2 1 1 3 1 3 3 ARCHITECTURAL DETAILS. COORDINATE INSTALLATION OF NEW FANS WITH INSTALLATION AT ROOF. DETAIL #3 ON DRAWING H-400 FOR FLUE AND CHIMNEY 10" FLUE DUCT DOWN TO SECOND FLOOR. REFER TO ACCESSORIES. PROVIDE NEW SMOKE PURGE EXHAUST FAN WITH REQUIRED 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 K J H G F E D 32 31 28 31.8 30 L 29 G2 DRAWING NOTES: SMZ-1 SNOWMELT ZONE 1 SMZ-2 SNOWMELT ZONE 1 3 3 2 2 PROVIDE THERMAL BREAK. SLAB AND BELOW GRADE SHALL BE IN PVC CONDUIT. INSTALL UNDER CANOPY. CONTROL WIRING IN CONCRETE SLAB TEMPERATURE SENSOR/MOISTURE SENSOR. DO NOT AND SEAMS SHALL BE TAPED AND SEALED. BARRIER BELOW ALL AREAS OF SNOWMELT. ALL JOINTS PROVIDE 2" THICK RIGID BOARD INSULATION WITH VAPOR INSTALLATION DETAILS ON DRAWING M-400. CIRCUITS AND TUBE SPACING. REFER TO SNOWMELT TUBING SNOWMELT SCHEDULE ON DRAWING H-000 FOR NUMBER OF LIMITS OF SIDEWALK SNOWMELT ZONE. REFER TO 4 3 2 1 4 H300 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ SNOWMELT PLAN "=1’-0"8 1 MELT SNOW H300 SQ. FT 705 SQ. FT 1355 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 STATLER HALLSTATLER HALL NO SCALE HVAC DETAILS H400H400 7 SCALE: NONE HWRHWS HWSHWR SLEEVES COIL DOWN FEED UP FEED EXPOSED AS CALLED FOR. PIPING IN WALL CHASE OR FLOOR FINISHED FLOOR FINISHED CABINET UNIT HEATER PIPING DETAILS HOT WATER PIPING FOR CEILING MOUNTED UNITS IS SIMILARA. DETAIL NOTES: COIL V CAP & CHAIN. CONNECTION, HOSE END VALVE W/ " DRAIN CAP & CHAIN. HOSE END CONNECTION, VALVE W/ " DRAIN H400 6 SCALE: NONE SLIP JOINT FIRE DAMPER CONSTRUCTION FIRE RATED ’S TO WALL DO NOT BOLT RECTANGULAR DUCT ROUND/FLAT OVAL OR TYPE PER SPECIFICATIONS ACCESS DOOR: SIZE AND FIRE DAMPER INSTALLATION DETAIL INSTALLATION DETAIL STANDARD AND UL LISTING AS PER CURRENT SMACNA OVERSIZED WALL OPENING ANGLE FASTENING, AND ANGLE SIZE AND GAUGE, SLEEVE MATERIAL GAUGE, C. B. A. DETAIL NOTES: AND UL LISTING INSTALLATION DETAIL. OPENING PROTOCOL DETAIL FIG. 3-1 (FIRE DAMPER GUIDE) AS WELL AS MANUFACTURER THE EXISTING WALL PENETRATION AND FRAMING AS PER SMACNA FIRE DAMPER EXISTING WALLS, THIS CONTRACTOR IS REQUIRED TO REFRAME AND RECONSTRUCT FOR FIRE DAMPERS TO BE PROVIDED IN EXISTING OR NEW DUCTS PENETRATING FOR DOUBLE WALL DUCT, USE INSULATION END CAP AND INSULATE SLEEVE. HORIZONTAL AND 80% FREE AREA DAMPER INSTALLATION SIMILAR. H400 8 SCALE: NONE COIL HWR HWS TEST WELLS VALVE BALL VALVE CONTROL HOT WATER SIDE OF THE COIL. CONNECTION SHALL BE ON THE DISCHARGE AIR COIL IS MORE THAN ONE ROW. HOT WATER SUPPLY PIPE COIL FOR COUNTERFLOW ARRANGEMENT IF PROVIDE DUCT ACCESS DOOR UPSTREAM OF COIL. DISTURBING PIPING AHEAD OF UNIONS. ARRANGE PIPING FOR REMOVAL OF COIL WITHOUT C. B. A. DETAIL NOTES: V TERMINAL HOT WATER REHEAT COIL PIPING DETAIL CAP & CHAIN (TYPICAL). HOSE END CONNECTION, " DRAIN VALVE W/ H400 4 SCALE: NONE FLASHING VENTILATED THIMBLE SEAL WATERTIGHT COUNTER FLASHING FLASHING UNDER COUNTER EXTENDED ROOFING ROOF FRAMING OUTER SPACER & BRACKET BOLT TO FRAMING BY GC ROOF PREFABRICATED CHIMNEY FLUE GAS VENTING SYSTEM DETAIL MANUFACTURER. PROVIDE GUY WIRES AS RECOMMENDED BY THE FLUE BY HVAC. LOCATION, SETTING AND SECURING OF VENTILATED THIMBLE G.C. TO PROVIDE ROOF OPENING, FRAMING AND FLASHING. C. B. A. DETAIL NOTES: WITH CAP D/3 2/3D2D 8’-0"12"D 1-D CHIMNEY SECURE TO THIMBLE COLLAR H400 2 SCALE: NONE CAP & CHAIN. END CONNECTION, DRAIN VALVE W/HOSE INLINE PUMP PIPING DETAIL COMPOUND GAUGE GAUGE PRESSURE 10 30 20 0 100 70 80 60 40 50 90(TYP.) BALL VALVE F. E. D. C. B. A. DETAIL NOTES: FOR CAPACITY SEE SCHEDULE INLINE PUMP-10 30 20 0 100 70 80 60 40 50 90(TYP.) CONNECTION FLANGE VALVE CHECK VALVE, (TYP.) ISOLATION VALVE BALANCING OMIT BALANCING VALVE ON VARIABLE FLOW SYSTEMS. VALVE, FLOW BALANCER AND SHUTOFF VALVE. WHERE PIPING IS GREATER THAN 2", PROVIDE A TRIPLE DUTY VALVE IN PLACE OF CHECK HORIZONTALLY. INSTALL CHECK VALVE HORIZONTALLY, OR VERTICALLY WITH FLOW UPWARD. INSTALL STRAINER OR VERTICAL DEPENDING ON SITE CONDITIONS. INSTALL PUMP WITH SHAFT HORIZONTAL. PIPING MAY BE INSTALLED HORIZONTAL, AS SHOWN, PROVIDE UNION ON PUMP INLET AND OUTLET IF PUMP IS NOT FLANGED. PRESSURE IN MIDDLE THIRD OF RANGE. PRESSURE GAUGES - SELECT GAUGE RANGE TO PLACE MAXIMUM SYSTEM OPERATING STRAINER H400 3 SCALE: NONE CWS CWR FOR REMOVAL ARRANGE FILTERS IW (TYP.) TEST PLUG UNIT FAN COIL CEILING MOUNTED FAN COIL UNIT DETAIL DRAIN PIPING BY PLUMBING CONTRACTOR. CONTROL PANEL SHALL BE ACCESSIBLE FOR SERVICING. MAJOR SERVICING. ARRANGEMENT SHALL PERMIT REMOVAL OF FAN COIL UNIT FOR ELECTRICAL WORK SHALL NOT BE LOCATED BELOW UNIT. UNIT SHALL BE ACCESSIBLE FROM BELOW. MECHANICAL AND ROD AND VIBRATION ISOLATORS. HANG UNIT FROM STRUCTURE AS HIGH AS POSSIBLE WITH STEEL D. C. B. A. DETAIL NOTES: DIVISION 22 PIPING BY INDIRECT WASTE COOLING ONLY H400 5 SCALE: NONE FINISHED FLOOR ENCLOSURE ENCLOSURE HWRHWS HWS HWR SLEEVES DOWNFEED UPFEED RETURN ALTERNATE AS CALLED FOR TO OTHER SECTIONS AS CALLED FOR FROM OTHER SECTIONS EXPOSED AS CALLED FOR PIPING IN WALL CHASE OR RETURN ALTERNATE V FIN RADIATION PIPING DETAIL HOT WATER CAP & CHAIN. CONNECTION, W/HOSE END " DRAIN VALVE 6" MIN. H400 1 SCALE: NONE DAMPER INSTALLATION DETAIL COMBINATION FIRE/SMOKE CONSTRUCTION FIRE RATED WALL: ANGLES TO WALL DO NOT BOLT TO DUCT MATE, SLEEVE S-JOINT/DUCT LOCK CENTER OVER JACK SHAFT OPERATING AUXILIARY PER SPECIFICATIONS SIZE AND TYPE ACCESS DOOR: TO DUCT MATE, SLEEVE S-JOINT/DUCT CAULKING MATERIAL RECTANGULAR DUCT ROUND/FLAT OVAL OR SLEEVE DAMPER FIRESTAT OPTIONAL INSTALLATION DETAIL AND UL LISTING SMACNA STANDARD OPENING AS PER OVERSIZED WALL FASTENING AND AND GAUGE, ANGLE GAUGE, ANGLE SIZE SLEEVE MATERIAL C. B. A. DETAIL NOTES: DETAIL. (FIRE DAMPER GUIDE) AS WELL AS MANUFACTURER AND UL LISTING INSTALLATION FRAMING AS PER SMACNA FIRE DAMPER OPENING PROTOCOL DETAIL FIG. 3-1 TO REFRAME AND RECONSTRUCT THE EXISTING WALL PENETRATION AND NEW DUCTS PENETRATING EXISTING WALLS, THIS CONTRACTOR IS REQUIRED FOR COMBINATION FIRE/SMOKE DAMPERS TO BE PROVIDED IN EXISTING OR FOR DOUBLE WALL DUCT, USE INSULATION END CAP, INSULATE SLEEVE. HORIZONTAL DAMPER INSTALLATION SIMILAR POSITION INDICATOR) DAMPER (WITH BLADE ACTUATOR DAMPER 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 NO SCALE HVAC DETAILS H401 Protective sleeve RAUPEX Slab Slab Stress Jointthermal mass installation is the rigid PVC Bend Guide. such as at the base of a manifold. The recommended method for protecting RAUPEX in a REHAU requires the use of protection where RAUPEX pipe passes through a thermal mass, 24. require installation of an access panel. The manifold should remain accessible for service after completion of the job. This may 23. Protect the manifold from damage and vandalism during and after construction. 22. Position the manifold a minimum of 16" (40 cm) above finished floor level. 21. The manifold should be securely mounted, either horizontally or vertically, in its final position. 20. shrink, and locations are noted on plans. Ensure EVERLOC couplings are wrapped with two layers of PVC tape or sleeved in heat 19. the system. Do not exceed 150 PSIG (pounds per square inch gauge) [1030 kPa]. the lowest points in the distribution system. Use an air test if water could potentially freeze in Pressure gauges must show pressure increments of 1 PSIG and should be located at or near 18. pipes and the manifold must be tested together. Pressure tests must be done with all circuit valves on the RFH/SIM manifold fully open. All 17. witnessed by the building official. Tests of hydronic heating systems shall comply with local codes and where required, shall be 16. the time that the system is put into operation. such as joist space applications, a pressure test must be performed after installation and up to the thermal mass to ensure that RAUPEX pipe and connections are leak-free. For dry systems A pressure test must always be performed on the system prior to and during the installation of 15. thickness of the thermal mass permits, insulate the pipes to prevent "hot spots". In areas with high pipe concentrations (closer than 4" [10 cm]) such as near manifolds, if the 14. This helps to avoid "cold spots". recommended to use tighter spacing and more pipe rather than wider spacing and less pipe. When installing pipe in a confined area that does permit the suggested pipe spacing, it is 13. circuit numbers. near the manifold, with tabs on the pipe, or on the. Record actual circuit lengths along with Label pipes as they are installed. You may want to record this information on the manifold, 12. in place over the pipe. cases, cover the pipe on both sides of the joint or penetration, and secure the protective sleeve through a thermal mass, or in places where pipe may rub against an abrasive object. In all REHAU requires the use of PE protection sleeve in locations where RAUPEX pipe passes 11. sides of the joint. must be protected with REHAU PE protection sleeve for a minimum of 15" (38 cm) on both cuts or other "movement" joints in the thermal mass. Any pipes that pass through such an area Pipe circuits must be planned and installed to minimize passes through expansion joints, saw 10. RAUCROSS). Two layers of PVC tape are required. wrapped with PVC tape or sleeved in an approved heat shrink sleeve (such as REHAU’s If an EVERLOC coupling will be installed and encased in a thermal mass, it must be completely 9. bases. such as freezers. It is acceptable to install pipe under bathtubs and shower stalls to warm the Pipe should not be installed in areas under cabinets used for food storage or under appliances 8. Install nail guards where nailing is likely, such as doorways.7. "hot spots". thickness of the thermal mass at that point, possibly leading to thermal mass damage and/or Pipe must not overlap when it will be encased in a thermal mass, as this will reduce the 6. Keep pipe from 6" (15 cm) from wax seals on toilets.5. Keep pipe at least 6" (15 cm) from the edges of slabs, walls or other permanent objects.4. areas. Install the pipe along outside walls first so that the hottest (supply) water goes to the coldest 3. installation is the rigid PVC Bend Guide. the base of a manifold. The recommended method for protecting RAUPEX in a thermal mass Protection is required in areas where RAUPEX pipe passes through a thermal mass, such as at 2. connections. A clean, square cut is required. cuts. Do not cut RAUPEX with a saw blade, the rough edges will interfere with fitting Use a pipe cutter designed for plastic pipe that is sharp and produces clean, square - Cutting1. General Installation Notes Compact Fill Material Wire Mesh RAUPEX TUBING Nylon Pipe Ties SIM INSTALLATION-CONCRETE ends and turns are secured. if pipe floats in the slab.Ensured 2’ to 3’. More may be required Note: Place fasteners every Nylon Pipe Ties Vapor Barrier suitable for application) (Ensure compression rating is Under Slab and Along Edges Rigid Foam Board Insulation an air test. Test pressures should not exceed 150 psi (1030 kPa). glycol solution or perform an air test. If there is a potential for the water to freeze in a potable water system perform test the system. If there is a potential for the water to freeze in a non-potable water system, fill the system with a must be performed after installation and up to the time that the system is put in operation. Air or water can be used to trench to ensure the INSULPEX pipe and connections are leak-free. For systems that are not buried, a pressure test A pressure test must always be performed on the system prior to and during the filling of the - Pressure Testing10. fitting. Anchor the rigid pipe that the INSULPEX fitting terminates to. only to the body of the fitting, not the INSULPEX outer casing, the EVERLOC sleeve, or the nut of a compression nut This is called termination. The INSULPEX system must be anchored on the fitting, at all termination points. Anchor At the end points of the INSULPEX system, the INSULPEX pipe will transition to non-INSULPEX pipe. - Termination9. above Linked seals do not need to be filled in with concrete, however the bored hole should still be sealed as described Linked type sealing rings suitable for polymer pipes can also be used when following manufacturer’s instructions. recommends sealing the hole over the entire inner surface with a sealant before filling in the hole with concrete. breakthrough. Both options require the use of the wall sealing ring and require filling the hole with concrete. REHAU For penetrating through an exterior wall there are two options, bored hole and wall - Building Penetration8. (observing the minimum bend radius). allow sharp edges to protrude into the INSULPEX. The installer should place 3 sliding supports at 90o bends squeeze the pipe unnecessarily. Make sure the material contacting the INSULPEX is not abrasive and does not movement with slide linings. Support devices must accommodate the outside diameter of INSULPEX and not To allow for expansion and contraction, support devices for INSULPEX should allow for - Sliding Support Device7. INSULPEX outer casing, the EVERLOC compression sleeve or on a compression nut. support manufacturer’s recommendation for installation. Place the fixed support on the body of the fitting, not on the Fixed supports are typically applied at fitting locations. When using a fixed support follow the - Fixed Supports6. m). distances between support devices; otherwise, horizontal and vertical runs should be supported every 40 inches (1 UV radiation) must be properly supported with either fixed or sliding supports. Local code may define the maximum Above ground installations of INSULPEX (protected from direct exposure to - Supporting INSULPEX Above Ground5. cm). For better thermal performance an increased burial depth is recommended. (260 cm). For applications where loading is not a concern, the trench depth should be a minimum of 16 inches (40 INSULPEX is suitable for H-20 loading at depths ranging from 2 ft (60 cm) (from the roadbed), to a maximum 8.5 ft 4. the soil. the INSULPEX. Above the 6 inches (15 cm) of hand-compacted fill, a mechanical device can be used to compact objects such as rocks or debris, etc. Compact the fill material by hand to a height of at least 6 inches (15 cm) above Native soil can be used for the remaining fill, as long as there are no large (greater than 1 1/2"), frozen or sharp 3. from sharp objects and is critical to the thermal compensation of the system. A minimum of 4 inches (10 cm) of sand should surround INSULPEX in the trench. The sand protects the INSULPEX 2. soil or groundwater must be performed to determine the contaminant and its compatibility with INSULPEX. contaminate the water or damage the integrity of the pipe. If contamination is suspected, a chemical analysis of the organic compound, solvents or other possible hazards, as these substances could permeate the pipe and Do not install INSULPEX in soil or groundwater conditions which are thought or known to be contaminated with fuels, 1. INSULPEX Installation Notes TYPICAL CONNECTION DETAIL sleeve EVERLOC Tee EVERLOC - E335 -D-REHAUBarrier Pipe 2RAUPEX O removed for fitting assembly insulation needs to be (Note: Minimium of 7" of INSULPEX LDPE Jacket EVERLOC ELBOW TYPICAL TEE INSUALTION KIT w/ - E335 -D-REHAU- E335 -D-REHAU Shell Tee Shaped Plastic Heat Shrink Sleeve Jacket INSULPEX LDPE INSULPEX jacket size Cut based on outside Stepped Edge Remains Uncut Stepped Edge - GUIDE INSULPEX INSTALLATION REFER TO THE REHAU INSTALLATION INSTRUCTIONS NOTE:FOR DETAILED TYPICAL CONNECTION DETAIL sleeve EVERLOC - E335 -D-REHAUremoved for fitting assembly insulation needs to be (Note: Minimium of 7" of INSULPEX LDPE Jacket ELBOW EVERLOC sleeve EVERLOC Coupling EVERLOC - E335 -D-REHAUremoved for fitting assembly insulation needs to be (Note: Minimium of 7" of INSULPEX LDPE Jacket Barrier Pipe 2RAUPEX O TYPICAL CONNECTION DETAIL - E335 -D-REHAU- E335 -D-REHAUKIT w/ EVERLOC COUPLING TYPICAL COUPLING INSUALTION Plastic Shell Coupling Shaped Heat Shrink Sleeve INSULPEX jacket size Cut based on outside Stepped Edge GUIDE INSULPEX INSTALLATION REFER TO THE REHAU INSTALLATION INSTRUCTIONS NOTE:FOR DETAILED EVERLOC ELBOW TYPICAL TEE INSUALTION KIT w/ - E335 -D-REHAU- E335 -D-REHAU Shell Tee Shaped Plastic Heat Shrink Sleeve Jacket INSULPEX LDPE INSULPEX jacket size Cut based on outside Stepped Edge Remains Uncut Stepped Edge - GUIDE INSULPEX INSTALLATION REFER TO THE REHAU INSTALLATION INSTRUCTIONS NOTE:FOR DETAILED by Other Ball Valve (FRONT VIEW) CONNECTION DETAIL TYPICAL MANIFOLD fitting) Insulation removed to make (Note: Minimium: 7" of Barrier Pipe2 RAUPEX O 63 mm Return Tee From Supply and (by other) Angle Valve Garden Hose Thread 1/2" MPT x 3/4" REHAU- E335 -D-REHAU - E335 -D-- E335 -D-REHAUREHAU- E335 -D-REHAU - E335 -D-- E335 -D-REHAUINSULPEX ELBOW INSULATION KIT WITH EVERLOC SHOWN REFER TO TEE NOTE:INSULATION TEE KIT NOT End Cap Heat Shrink sleeve EVERLOC Jacket INSULPEX LDPE sleeve EVERLOC Elbow Pipe Fill Material Compact Sensor Well Feed from RAUPEX Nylon Pipe Ties SIM INSTALLATION-CONCRETE SECTION VIEW Wire Mesh Supports suitable for application) (Ensure compression rating is Rigid Foam Board Insulation 2" Copper Manifold 3/4" Drops Balancing Ball Valve, 3/4" Copper to 3/4" RAUPEX Ball Valve, 3/4" Copper to 3/4" RAUPEX 2" Copper End Cap Vent Drain 2" Locking Clips 3/4" RAUPEX O2 Barrier 2" Copper x 2" Copper ELBOW 63mm EVERLOC 63mm 126 mm 63mm x 63mm EVERLOC 63mm EVERLOC Female Adapter 2" Copper 3/4" 5" 2" 3/4" 2" 15"15" on drawings Spacing as shown per design Spacing top of tubing 1" minimum concrete on on top of tubing. Note:Minimum 1" concrete Concrete STRESS JOINT PROTECTIVE SLEEVE AT 3" Compact Subbase H401 1 SCALE: XXXX RADIANT FLOOR AND RADIANT SNOW MELT PIPING INSTALLATION DETAILS 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 EAO HWS HWR CTDI S S DO TYPICAL RADIANT ZONE PUMP AND MIXING VALVE DETAIL HWR HWS S AI SENSOR TEMPERATURE FLOOR PER ZONE TEMPERATURE SENSOR PROVIDE ONE FLOOR ZONE PUMP FLOOR RADIANT CONTROL VALVE RADIANT LOOP SYSTEM FLOOR RADIANT - SCHEDULEPOINT EQUIPMENT POINTSHARDWARE POINTSSOFTWARE GRAPHIC ONSHOW NOTES AV BV SCH TREND ALARM BI BO AI AO BACS EMCS DESCRIPTION START/STOPPUMP X X X MANIFOLD RADIANT EACH FORTYP. STATUSPUMP X X X X X MANIFOLD RADIANT EACH FORTYP. VALVE MIXING LOOPRADIANT X X MANIFOLD RADIANT EACH FORTYP. TEMPERATURE SUPPLY LOOPRADIANT X X X MANIFOLD RADIANT EACH FORTYP. VALVE CONTROL ZONERADIANT X X X MANIFOLD RADIANT EACH FORTYP. TEMPERATUREFLOOR X X X MANIFOLD RADIANT EACH FORTYP. SENSOR TEMPERATURESPACE X X X EF DO S S DO DO WINDOW OPERABLE TYPICAL DOOR OPERABLE TYPICAL MANUFACTURER TO BE PROVIDED BY DOOR OPERABLE DOOR ACTUATOR H500 1 RADIANT FLOOR CONTROL SCHEMATIC SCALE: NO SCALE H500 2 SCALE: NO SCALE SMOKE PURGE CONTROL SEQUENCE NO SCALE DRAWINGS - HVAC CONTROL H500 EE AO N.C. H S S MS DO M CUHSA AI Tsa d SETPOINT AV C HWS HWR EE AO N.C. H S S MS DO M CUHSA C HWS HWR EQUIPMENT POINTS HARDWARE POINTSSOFTWARE GRAPHIC ONSHOW NOTES AV BV SCH TREND ALARM DI DO AI AO BACS EMCS DESCRIPTION SHED LOADSTEAM (6)X EMCS FROM INPUTS NETWORKBINARY X X X CLOSEDNORMALLY X X X X HEATING COIL CONTROL VALVE POSITION COMMAND CUH FAN MOTOR START/STOP TYP. FOR EACH CUH POINT SCHEDULE - CABINET UNIT HEATER - TYPICAL SYSTEM HEATING VESTIBULE - OPERATION OFSEQUENCE GENERAL - 1PART GENERAL1.1 (BACS). system control and automation building the through controlled be shallSystemA. adjustable. be shall setpointsAllB. hours. ten least at forpower of loss a during setting time and programming its retaining of capable be shall BACSTheC. SETPOINTS1.2 Points: Set Temperature HeatingSpaceA. F deg. 70Occupied:1. F deg. 65Unoccupied:2. Points: Set Sensor TemperatureFloorB. point set temperature space the above F deg.51. OCCUPANCYSPACE1.3 schedule. day of time a on based determined be shall occupancyZoneA. graphics. control DDC the through adjustable be shallhours occupied The week. a days seven pm 11 - 6:00am from are system for hours occupiedZoneB. OPERATIONGENERAL1.4 heat. of source secondary the be shall heaters unitcabinet The area. vestibule the for source heating primary the be shall system floor radiantTheA. SYSTEM:RADIANT OperationPumpA. sensor. temperature floor the by heating for call a on indexed be shall pump zoneThe1. indicated. be shall alarm an sensor,current the by indicated as value commanded the to equal not is pump the of status theIf2. OperationZoneB. sensor. temperature floor the by sensed as pointset temperature floor the maintain to required as modulate shall valve zone 2-wayThe1. point. set the above rises temperature space the when off indexshall pump zone the and position closed full to index shall valve control zone 2-wayThe2. HEATER UNITCABINET "OFF". indexed be shall fans heater unit cabinet the and closed beshall valve control coil heating the satisfied, been has temperature space the Once fully.opened be shall valve control coil heating the and "ON" indexed be shall fans heater unitcabinet the temperature, point set the below F degrees 5 than more drops temperature space theIfA. (TYPICAL OF FOUR (4) FANS) EXHAUST FAN TYPICAL SMOKE PURGE SETS OF DOUBLE DOORS) (TYPICAL OF FIVE (5) PLANS) EXACT NUMBER WITH ARCHITECTURL WINDOWS. COORDINATE THE (TYPICAL OF FIFTEEN (15) H500 3 SCALE: NO SCALE LIGHTING CONTROL DDC CONTROL POINTS ELS1 CKT 16 PANEL POWER FROM (E) (E) 1ST FLOOR EM LIGHTING 2ND FLOOR EM LIGHTING EXTERIOR LIGHTING ZONE EXTERIOR LIGHTING ZONE (ALTERNATE 1) PHOTOCELL (EXTERIOR) 1ST FLOOR LIGHTING (REWORKED EXISTING ZONE MADE SPARE/PARTIALLY SPARE) DDC CONTROL PANEL NORMAL LIGHTING DDC CONTROL PANEL EMERGENCY LIGHTING R DO R DO R DO R DO R DI R DO GENERAL NOTES: ES DI ESDI IS OPEN. (TYPICAL) TO PROVE WINDOW END SWITCH IS OPEN. (TYPICAL) TO PROVE DOOR END SWITCH GENERAL NOTES: B. A. SYSTEM. BacNET, THE NEW LIGHTING CONTROL POINTS INTO THE EXISTING DDC CONTROL THE CONTROLS CONTACTOR SHALL BE RESPONSIBLE TO INTEGRATE, VIA LIGTING CONTROL PANEL. REFER TO ELECTRICAL DRAWINGS. DIVISION 26 SHALL WIRE ALL LIGHTING TO THE EXISTING WATTSTOPPER PURGE: SMOKE - OPERATION OFSEQUENCE GENERAL - 1PART DESCRIPTIONSYSTEM1.1 FansExhaustA. DoorsOperableB. WindowsOperableC. Remain Shall Points/Programming System Purge Smoke Logic AutomatedExistingD. SYSTEM CONTROL SMOKEATRIUM1.2 mode. purge initiate will system smoke/fire building by activatedWhen1. control. other all override will mode purge the activatedWhen2. close. will RF-2 and AHU-6 serving dampers Smoke down. shut will RF-14 and AHU-14, RF-2,AHU-63. close. shall SD-8 and SD-7 SD-6, SD-5, SD-4, SD-3, SD-2, SD-1, Dampers SmokeExisting4. switch. end an by open proven be shall and open powered be shall doors atrium and vestibuleAll5. switch. end an by open proven be shalland open powered be shall system purge smoke the with associated windows atrium and vestibuleAll6. operation. start to indexed be shall EF-32and EF-33 EF-32, EF-31, fans exhaust smoke the open, proven been have windows and doors allOnce7. power. emergency requires equipment related purge smokeAll8. functions. purge smoke of testing automatic and manual for softwareProvide9. panel. override control smoke firefighters the into integrated be shall functions system purge smokeAll10. LOSS AT ANY WINDOW OR DOOR OPERATOR. DDC SYSTEM SHALL PROVIDE AN ALARM IF THERE IS A POWER SHALL BE MONITORED INDIVIDUALLY. AND DOOR OPERATOR. ALL WINDOW AND DOOR OPERATORS DDC SYSTEM SHALL PROVIDE POWER MONITORING TO WINDOW THE NEW SMOKE PURGE SYSTEM CONTROL PANEL LOCATION. REWIRE/REWORK EXISTING TO REMAIN CONTROL POINTS TO C. B. A. 2 2 2 2 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 H501 2 SCALE: NO SCALE DI OSEE AIR SUPPLY AO F.L. AI T MOD AO COM OR BACnet / MSTP: BACnet / ARCNET - AV: FLOW SETPOINT (CFM) - AV: POSITION FEEDBACK (%) - AV: FLOW FEEDBACK (CFM) AI Tsa d SETPOINT AV H C H C 1 H-501 SCALE: NO SCALE TYPICAL SUPPLY VAV BOX CONTROL DIAGRAM TYPICAL REHEAT- W/ VAV - SCHEDULEPOINT EQUIPMENT POINTS HARDWARE POINTSSOFTWARE GRAPHIC ONSHOW NOTES AV BV SCH TREND ALARM DI DO AI AO BACS EMCS DESCRIPTION COMMAND POSITION DAMPER BOX VAVSUPPLY X X X (CFM) FEEDBACK AIRFLOW BOX VAVSUPPLY X X X SETPOINT FROM DEVIATION FLOW10%X POINT NETWORK MSTPBACnet (CFM) SETPOINT AIRFLOW BOX VAVSUPPLY X X X POINT NETWORK MSTPBACnet (%) FEEDBACK POSITION BOX VAVSUPPLY X X X FEEDBACK TO EQUAL NOT COMMANDVALVE X POINT NETWORK MSTPBACnet COMMAND POSITION VALVE COILREHEAT X X X CLOSED COMMANDED VALVE WITH COIL ACROSS T DELTAF o 5 X LASTFAIL TEMPERATURE AIR LEAVING COILREHEAT X X X SENSOR POINTSINGLE TYPICAL SENSORS- SPACE - SCHEDULEPOINT SETPOINT TEMPERATURESPACE X X X TEMPERATURESPACE X X X OCCUPANCYSPACE X X X FAN COIL UNIT CONTROL SEQUENCE EE AO N.C. C S S MS DO M FCU RA SA AI Tsa d SETPOINT AV TYPICAL - UNIT COIL FAN - SCHEDULEPOINT EQUIPMENT POINTS HARDWARE POINTSSOFTWARE GRAPHIC ONSHOW NOTES AV BV SCH TREND ALARM DI DO AI AO BACS EMCS DESCRIPTION SHED LOADSTEAM (6)X EMCS FROM INPUTS NETWORKBINARY SHED LOAD WATERCHILLED (4)X EMCS FROM INPUTS NETWORKBINARY COMMAND POSITION VALVE CONTROL COILCOOLING X X X CLOSEDNORMALLY START/STOP MOTOR FANFCU X X X X TYPICAL SENSORS- SPACE - SCHEDULEPOINT SETPOINT TEMPERATURESPACE X X X TEMPERATURESPACE X X X C CWSCWRNO SCALE DRAWINGS - HVAC CONTROL H501 COIL FAN ONLY COOLING - OPERATION OFSEQUENCE GENERAL - 1PART DESCRIPTIONSYSTEM1.1 Unit Coil Fan OnlyCoolingA. GENERAL1.2 (BACS). system control and automation building the through controlled be shallSystemA. adjustable. be shall points setAllB. week. perschedules daily different seven for system the stopping and starting of capable be shall BACSTheC. hours. ten least at forpower of loss a during setting time and programming its retaining of capable be shall BACSTheD. SETPOINTS1.3 points: Set Temperature CoolingSpaceA. F deg 75Occupied:1. F deg 81Unoccupied:2. »¿ 85 Temperature: Limit HighSpaceB. graphics. control DDC the throughadjustable be shall hours occupiedThe week. a days seven pm, 11 To am 6 Schedule: OccupancyZoneC. OCCUPANCYSPACE1.4 schedule. day of time a on based determined be shall occupancyZoneA. START/STOP1.5 mode. setback occupied in is space the whenever operate shall unit coil fanTheA. setpoints. temperature cooling and heating unoccupied themaintain to needed is it when mode unoccupied during operate and start also shall unit coil fanTheB. CONTROL SPEEDFAN1.6 operate. to indexed is system the whenever speed constant at operate shall fanTheA. CONTROL TEMPERATUREZONE1.7 sensor. occupancy space aand schedule programmed of combination a on based determined be shall setpointsTemperatureA. control) 2-position on based be shall(Cooling closed. fully be shall valve control coil cooling the met, is point set temperaturespace the Once satisfied. is point set temperature space the until fully open shall valvecontrol coil cooling the point, set temperature cooling occupied the above rises temperaturezone the If mode. occupied in continuously operate shall fan unit coil fan the cooling:OccupiedB. control) 2-position on based be shall (Cooling "OFF". indexedbe shall fan unit coil fan the and closed fully be shall valve control coil cooling the met, ispoint set temperature space the Once satisfied. is point set temperature space the until fullyopen shall valve control coil cooling the and "ON" indexed be shall fan unit coil fan the point,set temperature cooling unoccupied the above rises temperature zone the If cooling:UnoccupiedC. off. is fan unit coil fan the when closed be shall valve control coolingTheD. X VAV SUPPLY - OPERATION OFSEQUENCE GENERAL - 1PART DESCRIPTIONSYSTEM1.1 coil reheat water hot with box VAV airSupplyA. GENERAL1.2 (BACS). system control and automation building the through controlled be shallSystemA. adjustable. be shall setpointsAllB. hours. ten least at forpower of loss a during setting time and programming its retaining of capable be shall BACSTheC. SETPOINTS1.3 Setpoints: Temperature CoolingSpaceA. F deg. 75Occupied:1. F deg. 78 Setback:Occupied2. F deg. 81Unoccupied:3. Setpoints: Temperature HeatingSpaceB. F deg. 70Occupied:1. F deg. 67 Setback:Occupied2. F deg. 64Unoccupied:3. minutes 30 Time: Index OccupancyMinimumC. Mon-Fri PM, 8 TO AM 6 Schedule: OccupancyZoneD. CONTROL TEMPERATUREZONE1.4 sensors. occupancy spaceand schedule programmed of combination a on based determined be shall setpointsTemperatureA. coil.reheat with box VAV supply a by served space each for typical is This closed. be shall valvecontrol coil reheat setpoint, at is temperature space the When setpoint. temperature spacethe maintain to modulate shall valve control reheat the setpoint, temperature heatingoccupied the below falls temperature space the and period occupied scheduled the duringoccupied is space the If mode. heating in airflow minimum at be shall box VAV Heating:OccupiedB. setpoint. temperaturecooling space the maintain to required as open modulate shall damper box VAV supply thesetpoint, cooling occupied the above rises temperature space the If F. deg 70 of temperaturespace a above closed commanded be shall valve control coil reheat VAV The Cooling:OccupiedC. setpoints. temperature setback occupied theat maintained be shall space the but apply, shall sequences heating/cooling occupied abovethe period, occupied scheduled the during unoccupied becomes space the If Setback:OccupiedD. setpoint. maintain torequired as modulate shall valve control coil reheat the setpoint, temperature heatingunoccupied the below falls temperature space the and period unoccupied scheduled theduring unoccupied is space the If airflow minimum its at be shall box VAV The Heating:UnoccupiedE. F. deg70 above is space the when closed be shall valve control coil reheat The setpoint.temperature cooling space the maintain to required as open modulate shall damper box VAV supplythe setpoint, cooling unoccupied the above rises temperature space the If Cooling:UnoccupiedF. mode. unoccupied to back index shall space the period, unoccupied scheduled the duringagain unoccupied becomes space the When occupancy. of duration the for mode occupied toindex shall space the period, unoccupied scheduled the during occupied becomes space theIfG. BACS. the at indicatedbe shall alarm failure coil heating a F, deg 80 above is box VAV the from temperaturedischarge the and position closed fully its to commanded been has coil reheat box VAV ventilation theIfH. 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 H501 2 SCALE: NO SCALE DI OS EE AIR SUPPLY AO F.L. AI T MOD AO COM OR BACnet / MSTP: BACnet / ARCNET - AV: FLOW SETPOINT (CFM) - AV: POSITION FEEDBACK (%) - AV: FLOW FEEDBACK (CFM) AI Tsa d SETPOINT AV H C H C 1 H-501 SCALE: NO SCALE EQUIPMENT POINTS HARDWARE POINTSSOFTWARE GRAPHIC ONSHOW NOTES AV BV SCH TREND ALARM DI DO AI AO BACS EMCS DESCRIPTION COMMAND POSITION DAMPER BOX VAVSUPPLY X X X (CFM) FEEDBACK AIRFLOW BOX VAVSUPPLY X X X SETPOINT FROM DEVIATION FLOW10%X POINT NETWORK MSTPBACnet (CFM) SETPOINT AIRFLOW BOX VAVSUPPLY X X X POINT NETWORK MSTPBACnet (%) FEEDBACK POSITION BOX VAVSUPPLY X X X FEEDBACK TO EQUAL NOT COMMANDVALVE X POINT NETWORK MSTPBACnet X X X X LASTFAIL TEMPERATURE AIR LEAVING COILREHEAT X X X SENSOR POINTSINGLE TYPICAL SENSORS- SPACE - SCHEDULEPOINT SETPOINT TEMPERATURESPACE X X X TEMPERATURESPACE X X X OCCUPANCYSPACE X X X NO SCALE DRAWINGS - HVAC CONTROL H502 EAO HWSHWS TYPICAL SUPPLY VAV BOX WITH RADIANT FLOOR HEAT CONTROL DIAGRAM S AI S AI GHWS GHWR E AO CT DIDIS S DO S AI S AI SMZ-2 E AO CT DIDIS S DO S AI S AI SMZ-1 HWP HWP SYSTEM:SNOWMELTE. SENSOR. MOISTURE AND SENSORTEMPERATURE SLAB SIDEWALK A WITH EACH ZONES,SEPARATE THREE OF CONSIST SHALL SYSTEM SNOWMELTTHE1. WORKSTATION. OPERATOR’S DDC THE AT RECORDED BESHALL ALARMS LIMITS, LOW OR HIGH EXCEED TEMPERATURESIF 2. RECORDED AT THE DDC OPERATORS WORKSTATION. TOTALIZED. IF A PUMP FAILURE OCCURS, AN ALARM SHALL BE RUN CONTINUOUSLY. THE RUN TIME OF THE PUMPS SHALL BE BE COMMANDED ON. UPON A START COMMAND, THE PUMPS SHALL 37 DEG F (ADJ.) OR BELOW, THE PUMPS FOR BOTH ZONES SHALL PUMP CONTROL: WHEN THE OUTSIDE AIR TEMPERATURE IS 3. (ADJ.). TO MAINTAIN AN IDLING SLAB TEMPERATURE OF 33 DEG F SNOWMELT ZONE 3-WAY CONTROL VALVE SHALL MODULATE SIDEWALK MOISTURE SENSOR DETECTS NO MOISTURE, THE TEMPERATURE IS 37 DEG F (ADJ.) OR BELOW, AND THE RETURNING TO IDLING MODE. WHEN THE OUTSIDE AIR FOR A MINIMUM OF FOUR (4) (ADJ.) HOURS BEFORE THE SYSTEM SHALL OPERATE IN THE SNOWMELT MODE OF 40 DEG F (ADJ.). WHEN MOISTURE HAS BEEN DETECTED, OF 105 DEG F (ADJ.) AND A SLAB TEMPERATURE SETPOINT MODULATE TO MAINTAIN A LEAVING GLYCOL TEMPERATURE SIDEWALK SURFACE, THE 3-WAY CONTROL VALVE SHALL SIDEWALK MOISTURE SENSOR DETECTS MOISTURE ON THE TEMPERATURE IS 37 DEF F (ADJ.) OR BELOW AND THE SNOWMELT ZONE CONTROL VALVE: WHEN THE OUTSIDE AIR 4. SNOWMELT SYSTEM SHALL NOT EXCEED 120 DEG F (ADJ.). SIDEWALK, THE GLYCOL SUPPLY TEMPERATURE TO THE DEG F PER HOUR. IN ORDER TO PROTECT THE CONCRETE TEMPERATURE SENSOR, SHALL NOT BE RAISED MORE THAN 10 THE SIDEWALK SLAB TEMPERATURE, AS SENSED BY THE SLAB 5. CONTROL VALVE FIN RADIATION POINT SCHEDULE - VAV W/ REHEAT AND FIN RADIATION- TYPICAL COMMAND POSITION VALVE COILREHEAT X X X X LASTFAILF DELTA T ACROSS COIL WITH VALVE CLOSED o 5 FIN RADIATION VALVE POSITION COMMAND SNOW MELT SYSTEM CONTROL SEQUENCE SYSTEM MELT SNOW - SCHEDULEPOINT EQUIPMENT POINTS HARDWARE POINTSSOFTWARE GRAPHIC ONSHOW NOTES AV BV SCH TREND ALARM DI DO AI AO BACS EMCS DESCRIPTION START/STOP PUMPGLYCOL X X STATUS PUMPGLYCOL X X X VALVE CONTROL ZONESNOWMELT X X SENSOR TEMPERATURESLAB X X X SENSOR MOISTURESLAB X X TEMPERATURE SUPPLY WATERGLYCOL X X X TEMPERATURE RETURN WATERGLYCOL X X X REPORT GRAPHICALLY AT THE OPERATORS WORKSTATION THE DDC SYSTEM SHALL MONITOR CONTINUOUSLY AND 6. X SYSTEM HEATING RADIATION FIN WITH REHEAT VAV - OPERATION OFSEQUENCE GENERAL - 1PART GENERAL1.1 (BACS). system control and automation building the through controlled be shallSystemA. adjustable. be shall setpointsAllB. hours. ten least at forpower of loss a during setting time and programming its retaining of capable be shall BACSTheC. SETPOINTS1.2 points: Set Temperature CoolingSpaceA. F deg. 75Occupied:1. F deg. 78 Setback:Occupied2. F deg. 81Unoccupied:3. points: Set Temperature HeatingSpaceB. F deg. 70Occupied:1. F deg. 67 Setback:Occupied2. F deg. 64Unoccupied:3. Points: Set Sensor TemperatureFloorC. point set temperature space the above F deg.51. minutes 30 Time: Index OccupancyMinimumD. OCCUPANCYSPACE1.3 schedule. day oftime a and sensors occupancy space on based determined be shall occupancyZoneA. "unoccupied". considered be to arehours scheduled the outside hours All graphics. control DDC the through adjustable be shallhours occupied The week. a days seven pm 8 - 8:00am from are system for hours occupiedZoneB. OPERATIONGENERAL1.4 heat. of source secondarythe be shall coil reheat box VAV The source. heating primary the be shall system radiation finTheA. SYSTEM:VAV system.radiation fin the to back revert shall control temperature space the and closed be shall valvecontrol coil reheat point, set at is temperature space the When airflow. scheduled minimum the atbe shall box VAV The point. set temperature space the maintain to modulate shall valvecontrol reheat the point, set temperature heating occupied the below fall to continuestemperature space the If temperature. space maintain to modulate shall valve controlradiation fin the period, occupied scheduled the during occupied is space the If Heating:OccupiedA. point. set temperature cooling space themaintain to required as open modulate shall damper box VAV supply the point, set coolingoccupied the above rises temperature space the If F. deg. 70 of temperature space a aboveclosed commanded be shall valves control radiation fin and coil reheat VAV The Cooling:OccupiedB. points. set temperature setback occupied theat maintained be shall space the but apply, shall sequences heating/cooling occupied abovethe period, occupied scheduled the during unoccupied becomes space the If Setback:OccupiedC. points. set temperature unoccupied with mode heating occupied as Same Heating:UnoccupiedD. points. set temperature unoccupied with mode cooling occupied as Same Cooling:UnoccupiedE. mode. unoccupied to back index shall space the period, unoccupied scheduled the duringagain unoccupied becomes space the When occupancy. of duration the for mode occupied toindex shall space the period, unoccupied scheduled the during occupied becomes space theIfF. BACS. theat indicated be shall alarm failure coil heating a F, deg 80 above is box VAV the fromtemperature discharge the and position closed fully its to commanded been has coil reheat box VAV theIfG. 2 2 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 H503 PANEL DIAGRAM SMOKE CONTROL OPEN AUTO CLOSE NORMAL OPEN CLOSE FAULTMOTOR STARTERNORTH VESTIBULE DOORS NORMAL FAULT ON/MANUAL OVERRIDE NORMAL/AUTOMATIC OFF/MANUAL OVERRIDE ON OFF DO - START/STOP DI - STATUS ON/OFF EF-32 SMOKE EXHAUST FAN EF-32 TO BACS MOTOR STARTERNORMAL FAULT ON/MANUAL OVERRIDE NORMAL/AUTOMATIC OFF/MANUAL OVERRIDE ON OFF DO - START/STOP DI - STATUS ON/OFF EF-33 TO BACS MOTOR STARTERNORMAL FAULT ON/MANUAL OVERRIDE NORMAL/AUTOMATIC OFF/MANUAL OVERRIDE ON OFF DO - START/STOP DI - STATUS ON/OFF EF-34 TO BACS MOTOR STARTERNORMAL FAULT ON/MANUAL OVERRIDE NORMAL/AUTOMATIC OFF/MANUAL OVERRIDE ON OFF DO - START/STOP DI - STATUS ON/OFF EF-35 TO BACS 18,750 CFM 18,750 CFM 18,750 CFM 18,750 CFM OPEN AUTO CLOSE NORMAL OPEN CLOSE FAULT SOUTH VESTIBULE DOORS OPEN AUTO CLOSE NORMAL OPEN CLOSE FAULT EAST(INTERIOR) VESTIBULE DOORS OPEN AUTO CLOSE NORMAL OPEN CLOSE FAULT NORTH VESTIBULE WINDOWS 00017 00018 000190002000021 OPEN AUTO CLOSE NORMAL OPEN CLOSE FAULT EAST(INTERIOR) VESTIBULE WINDOWS SMOKE EXHAUST FAN EF-33 SMOKE EXHAUST FAN EF-34 SMOKE EXHAUST FAN EF-35 ATRIUM AIR SYSTEMS ATRIUM MANUAL OVERRIDE SMOKE EVACUATION ON/MANUAL OVERRIDE NORMAL/AUTOMATIC OFF/MANUAL OVERRIDE OFF ON AUTO LAMP TEST PANEL ENABLE SWITCH FIREMAN’S SMOKE CONTROL ENABLED AUTOMATIC LEGEND WINDOW, DOOR, & HATCH OPEN AUTO CLOSE -OPEN WINDOWS OR DOORS -NORMAL STATUS -CLOSE WINDOWS NORMAL OPEN CLOSE FAULT OPEN AUTO CLOSE NORMAL OPEN CLOSE FAULT NORTH 2ND FLOOR WINDOWS NORMAL OPEN CLOSE FAULT NORMAL OPEN CLOSE FAULT NORMAL OPEN CLOSE FAULT NORMAL OPEN CLOSE FAULT NORMAL OPEN CLOSE FAULT SMOKE CONTROL MODE OPEN WINDOW OR DOOR OPEN SMOKE CONTROL MODE CLOSE WINDOW OR DOOR CLOSED OR DOOR CLOSING FAULT CONDITION - WINDOW OR DOOR OPENING FAULT CONDITION - WINDOW NORMAL FAULT NORMAL FAULT NORMAL FAULT NORMAL FAULT NORMAL FAULT NORMAL FAULT LEGEND EQUIPMENT ON/MANUAL OVERRIDE NORMAL/AUTOMATIC OFF/MANUAL OVERRIDE ON OFF ON OFF ON OFF ON OFF ON OFF ON OFF SMOKE CONTROL MODE ON SMOKE CONTROL MODE OFF EQUIPMENT ON EQUIPMENT OFF EQUIPMENT ON FAULT CONDITION - EQUIPMENT OFF FAULT CONDITION - NO SCALE 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 H504 NO SCALE AIRFLOW DIAGRAM SMOKE PURGE EF-32 EF-33 EF-34 EF-31 DOORS OPERABLE WINDOWS OPERABLE WINDOWS OPERABLE DOORS OPERABLE WINDOWS OPERABLE VESTIBULE INFILL 2ND FLOOR 1ST FLOOR 2ND FLOOR ROOF AIR TRANSFER AIR TRANSFER ATRIUM AIRFLOW THROUGH DOORS THROUGH DOORS 63,000 CFM TOTAL AIRFLOW THROUGH DOORS THROUGH DOORS 63,000 CFM TOTAL TRHOUGH WINDOWS 6,000 CFM TOTAL AIRFLOW THROUGH WINDOWS TRHOUGH WINDOWS 6,000 CFM TOTAL AIRFLOW THROUGH WINDOWS TRHOUGH WINDOWS 6,000 CFM TOTAL AIRFLOW THROUGH WINDOWS SMOKE EXHAUST 75,000 CFM 18,750 CFM 18,750 CFM 18,750 CFM 18,750 CFM N.O. AHU-6 RF-2 N.O. N.O. AHU-14 N.O. RF-14 MECH RM. G-091 AHU’s LOCATED IN 2 WITH AHU - TYP. ASSOCIATED DAMPERS CLOSE SMOKE WITH AHU - TYP. ASSOCIATED DAMPERS CLOSE ISOLATION 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 E000 GENERAL NOTES SYMBOLS & ,DASHED LIGHT IS EXISTING TO BE REMOVED. EXISTING ELECTRICAL OR EQUIPMENT OR DEVICE, ,RELOCATED. EXISTING TO REMAIN OR EXISTING TO BE EXISTING WIRING OR EQUIPMENT, SOLID LIGHT IS HEAVY SOLID IS NEW, SYMBOL DESCRIPTION GENERAL CONSTRUCTION SYMBOLS EXISTING DEVICE TO REMAIN(E) EXISTING DEVICE TO BE RELOCATED (ER) PANELBOARD ONE LINE DIAGRAM SYMBOLS SYMBOL DESCRIPTION NON-FUSED DISCONNECT SWITCH MTS = MANUAL ATS = AUTOMATIC TRANSFER SWITCH, RATING AS INDICATED. GROUND CONNECTION CIRCUIT BREAKER THERMAL MAGNETIC MOLDED CASE TRANSFORMER SYMBOL DESCRIPTION AND CONTROL POWER DISTRIBUTION T AND TYPE AND TRANSFORMER SCHEDULE FOR SIZE TRANSFORMER, REFER TO ONE LINE DIAGRAM 208/120 VOLT PANELBOARD 480/277 VOLT PANELBOARD SYMBOL DESCRIPTION FIRE ALARM MANUAL PULL STATIONF WIRE GUARD SMOKE DETECTOR SUBSCRIPT "WG" INDICATES S RATE OF RISE HEAT DETECTOR H VISUAL SIGNAL DEVICEF TS TAMPER SWITCH SPRINKLER WATERFLOW SWITCHWF FIRE ALARM CONTROL PANELFACP FIRE ALARM ANNUNCIATION PANELFAAP REMOTE DUCT SMOKE DETECTOR TEST STATIONRTS FSD FAN SHUT DOWN SPEAKER/STROBE ALARM SIGNALF INDIVIDUAL ADDRESSABLE MODULEIAM FIRE ALARM TRANSPONDER NODEFATN SYMBOL DESCRIPTION LUMINAIRES SWITCHING DESIGNATION. SCHEDULE, LOWER CASE LETTER INDICATES LETTERS INDICATE FIXTURE TYPE ON CEILING MOUNTED LUMINAIRE. UPPER CASE SWITCHING DESIGNATION. SCHEDULE, LOWER CASE LETTER INDICATES LETTERS INDICATE FIXTURE TYPE ON WALL MOUNTED LUMINAIRE. UPPER CASE NL CEILING MOUNTED EXIT LUMINAIRE WALL MOUNTED EXIT LUMINAIRE FA d FA d ’NL’ DENOTES UNSWITCHED LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT SYMBOL DESCRIPTION BASIC MATERIALS AND METHODS ELECTRICAL SYMBOLS LIST J JUNCTION BOX COMPLETE CONNECTION TO EQUIPMENT LP-404 FOR RACEWAY TYPE. TO MATCH HOMERUN. REFER TO SPEC’S BRANCH CIRCUIT WIRING SIZE AND NUMBER EG., IN " C, UNLESS NOTED OTHERWISE. SHALL BE 20 AMP, 120 VOLT, 2-#12, 1-#12 EQUALS NUMBER OF CIRCUITS. CIRCUIT INDICATE CIRCUITS. NUMBER OF ARROWS NUMBERS INDICATE PANEL. NUMBERS HOME RUN TO PANELBOARD. LETTERS/ X - MATCH EQUIPMENT CAP T - TWISTLOCK SUBSCRIPT INDICATES TYPE: PROVIDE CORD AND CAP. EQUIPMENT BEING FURNISHED BY OTHERS. BRANCH CIRCUIT AND/OR MATCH CAP ON AND NEMA CONFIGURATION AS REQUIRED BY PROPER VOLTAGE, CLASS, CURRENT RATING SPECIAL PURPOSE RECEPTACLE. PROVIDE SWITCHES LETTERS EQUALS NO. OF GANGED a,b,c - SWITCHING DESIGNATIONS NUMBER OF OS - OCCUPANCY SENSOR 3 - THREE WAY SWITCH INDICATE TYPE: ON FIXTURE SCHEDULE, SUBSCRIPTS TOGGLE SWITCH, VOLTAGE AS INDICATED 3 a,b,c UC - UNDER THE COUNTER GFI - GROUND FAULT INTERUPT WP - WEATHER PROOF OC - OVER COUNTER SUBSCRIPTS INDICATE TYPE: DUPLEX RECEPTACLE, 20 AMP, 125 VOLT OS UNLESS NOTED OTHERWISE. CIRCUIT TO SINGLE POLE CIRCUIT BREAKER(S), SOLID HALF ARROW(S) INDICATES 120 VOLT UNLESS NOTED OTHERWISE. CIRCUIT TO MULTI-POLE CIRCUIT BREAKER, SOLID FULL ARROW INDICATES 208 VOLT UNLESS NOTED OTHERWISE. CIRCUIT TO SINGLE POLE CIRCUIT BREAKER(S), OPEN HALF ARROW(S) INDICATES 277 VOLT UNLESS NOTED OTHERWISE. CIRCUIT TO MULTI-POLE CIRCUIT BREAKER, OPEN FULL ARROW INDICATES 480 VOLT ABOVE. DDC ALARM WIRING BY DIV 15A. PROVIDE"C STUBBED TO CEILING SPACE SINGLE GANG BOX WITH BLANK COVER PLATE. DDC SURFACE RACEWAY WITH DEVICES AS INDICATED COMBINATION POWER AND COMMUNICATION POWER RACEWAY WITH DEVICES AS INDICATED INTELLIGENT MONITOR MODULEIMM S IMM INTELLIGENT MONITORING MODULE SMOKE DETECTOR WITH "IMM" INDICATES POLE MOUNTED SITE LUMINAIRE DUCT SMOKE DETECTORDSD SCHEDULE ON ELECTRIC EQUIPMENT AND CONTROL MAGNETIC STARTER AMP RATING AS INDICATED COMBINATION FUSED DISCONNECT SWITCH AND SYMBOL DESCRIPTION AND CONTROL POWER DISTRIBUTION EQUIPMENT AND CONTROL SCHEDULE FOR SIZE. MOTOR CONNECTION. REFER TO ELECTRIC M AND CONTROL SCHEDULE INDICATED ON ELECTRIC EQUIPMENT DISCONNECT SWITCH AMP RATING AS VARIABLE FREQUENCY DRIVEVFD 208/120 VOLT PANELBOARD 480 VOLT PANELBOARD SMOKE DAMPER GENERAL DEMOLITION NOTES: GENERAL NOTES: P. O. N. M. L. K. J. I. H. G. F. E. D. C. B. A. EQUIPMENT WILL OPERATE PROPERLY. AFTER RENOVATING EXISTING ELECTRICAL WORK, THE CONTRACTOR SHALL INSURE THAT ALL REMAINING AND NEW OUTSIDE OF THE SCOPE OF WORK. OF DEMOLITION, CONTRACTOR SHALL FIELD VERIFY ALL BRANCH CIRCUITS AND MAINTAIN THOSE CIRCUITS THAT EXTEND DISCONNECT AND REMOVE PANEL, FEEDERS AND BRANCH CIRCUITS BACK TO POINT OF SOURCE PRIOR TO THE START BUT ARE AFFECTED BY THE DEMOLITION OR NEW CONSTRUCTION. WALLS AND CEILINGS. MAINTAIN THE CONTINUITY OF BRANCH CIRCUIT WIRING TO ANY AREAS WHICH ARE TO REMAIN COMPLETELY BACK TO THE PANELBOARD. THE CONTRACTOR SHALL NOT ABANDON BRANCH CIRCUIT WIRING IN EXISTING BRANCH CIRCUIT WIRING TO DEVICES IN AREAS OF DEMOLITION SHALL BE DISCONNECTED, MADE SAFE AND REMOVED DISCONNECT, MAKE SAFE AND REMOVE ALL TEMPORARY AND ABANDONED WIRE WITHIN THE SPACE. PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. INDICATED TO BE REMOVED UNLESS OTHERWISE INDICATED. ALL ITEMS REJECTED BY THE OWNER SHALL BECOME THE OF ITEMS TO BE RETAINED. TURN OVER TO OWNER THE EXISTING ZONED "FACP" AND EXISTING FIRE ALARM DEVICES INVENTORY MAJOR ELECTRICAL ITEMS THAT ARE REMOVED AND PROVIDE A LIST TO THE OWNER FOR THEIR SELECTION IN ACCORDANCE WITH THE PLANS AND/OR AS DIRECTED AFTER COMPLETION OF OTHER TRADE’S WORK IN THAT AREA. AND STORE ANY OR ALL ELECTRICAL ITEMS IN PATH OF WORK, REINSTALLING AND RECONNECTING SAME AS REQUIRED, IN ANY AREA REQUIRING THE PERFORMANCE OF ANY TRADE’S WORK, THIS CONTRACTOR SHALL CAREFULLY REMOVE TO BE REUSED, SHALL BE CUT OFF FLUSH WITH SLAB LEVEL WITH CONCRETE. ALL EXISTING CONDUITS STUBBED THROUGH FLOOR SERVING ITEMS TO BE REMOVED AND NOT SHOWN OR REQUIRED AND FEEDERS PASSING THROUGH AND SERVING UNDISTURBED AREAS (SHOWN OR NOT SHOWN). MAINTAIN AND RESTORE, IF INTERRUPTED BY REMOVALS OR IN PATH OF NEW CONSTRUCTION, ALL CIRCUITS, CONDUITS DEMOLITION. SAFE ANY EQUIPMENT TO BE REMOVED BY OTHERS. COORDINATE REMOVAL OF EQUIPMENT WITH OTHER TRADES PRIOR TO SHALL BE REUSED AS DETERMINED BY CONTRACTOR. ALL UNUSED CONDUITS SHALL BE REMOVED. DISCONNECT AND MAKE DRAWINGS SHALL BE DISCONNECTED AND REMOVED UNLESS NOTED OTHERWISE. WALLBOXES, BACKBOXES AND CONDUIT FEEDERS AND CONDUITS BACK TO POINT OF SOURCE UNLESS OTHERWISE NOTED. ALL ITEMS SHOWN ON THE DEMOLITION THE EXISTING ELECTRICAL EQUIPMENT AND DEVICES WITHIN DEMOLITION AREA SHALL BE DEMOLISHED ALONG WITH ALL OTHER PERIODS. APPROVAL TO BE IN WRITING. DISCRETION OF THE FIRE DEPARTMENT AND THE OWNER’S REPRESENTATIVE, BUT MUST BE PLACED BACK ON LINE DURING RENOVATION MAY BE DISCONNECTED FROM SERVICE DURING THE HOURS THE CONTRACTOR IS WORKING, AT THE EXISTING FIRE ALARM SYSTEM SHALL BE KEPT OPERATIONAL DURING THE CONSTRUCTION PERIOD THE BUILDING UNDER THE ELECTRICAL CONTRACTOR. EQUIPMENT BEING ABANDONED OR REMOVED, WHICH WILL REQUIRE DE-ENERGIZATION, REMOVAL AND BLANK-OFF BY REFER TO PLUMBING CONTRACT DRAWINGS AND SPECIFICATIONS FOR EXACT QUANTITIES AND LOCATIONS OF ALL PLUMBING NOT ALL DEVICES TERMINATIONS, JUNCTION BOXES AND WIRING HAVE BEEN SHOWN. WORK. PARTICULAR CARE SHALL BE TAKEN TO AVOID CREATING HAZARD OR CAUSING DISRUPTION IN ADJOINING AREAS. AND CAP ALL SERVICE LINES TO BE DISCONNECTED FOR THOSE SERVICES WHICH NORMALLY ARE INCLUDED IN HIS FIELD OF CONTRACTOR SHALL PARTICIPATE IN SURVEY OF THE EXISTING ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL DISCONNECT UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVERS. THIS THAT WILL AFFECT THE DEMOLITION WORK. NO COMPENSATION WILL BE GRANTED FOR ADDITIONAL WORK CAUSED BY AND ARE NOT GUARANTEED. PRIOR TO SUBMITTING BID, VISIT SITE AND IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE COORDINATE ALL SHUTDOWNS WITH UNIVERSITY PRIOR TO DEMOLITION. COORDINATE PHASING OF WORK WITH OWNER’S REPRESENTATIVE. NEW WORK. PROTECT BUILDING AND FURNISHINGS FROM DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF EXISTING CONSTRUCTION IN THE WAY OF AS POSSIBLE, SUBJECT TO THE OWNERS APPROVAL. OF THE CONTRACTOR’S WORK, IT SHALL BE REPAIRED AND/OR REPLACED WITH SIMILAR OR LIKE MATERIALS, AS MUCH WHEN EXISTING CONSTRUCTION, WHICH IS TO REMAIN, IS DAMAGED DURING THE COURSE OF DEMOLITION AS A RESULT MOUNTING HEIGHT & MISC. INFO. 1 DESIGNATION PANEL TYPICAL FOR ALL DEVICES AND HOMERUNS GFI NUMBER INDICATES CIRCUIT NUMBER NUMBER CIRCUIT IDENTIFICATION BRANCH CIRCUITING SWITCH LEG FIXTURE TYPE a B NUMBER INDICATES CIRCUIT2 NOTE: 1 NLGP-B PANELBOARD AND GEAR LEGEND CIRCUIT BREAKER GROUND FAULT INTERRUPTING MLO MAIN LUG ONLY MICRO AFF CB GFI MCB EG EQUIPMENT GROUND FCU FAN COIL UNIT AFG AWG AMERICAN WIRE GAGE ABOVE FINISHED GRADE ABBREVIATIONS UOI OFCI WP TSP UC OC TWISTED SHIELDED PAIR UNLESS OTHERWISE INDICATED OWNER FURNISHED, CONTRACTOR INSTALLED CLG.CEILING A.AMPERE EXIST.EXISTING MAIN CIRCUIT BREAKER GND. KW. GROUND KILOWATT ABBREV. C. HP. CONDUIT ABOVE FINISHED FLOOR PH.PHASE PNL.PANEL REFRIG. TYP. SP.SPACE POLE SW. 4 W.WIRE 3P.15A. ABBREV. P. PP REFRIGERATOR POWER PANEL SWITCH TYPICAL WEATHERPROOF MOUNTED UNDER COUNTER HEIGHT MOUNTED OVER COUNTER HEIGHT P = POLE A = AMPERE DESCRIPTION NIC NOT IN CONTRACT LS LIFE SAFETY BRANCH CR EQ CRITICAL BRANCH EQUIPMENT BRANCH HORSEPOWER MICROWAVE DESCRIPTION VOLTV. VAV VARIABLE AIR VOLUME K. J. I. H. G. F. E. D. C. B. A. TMGB TELECOMMUNICATIONS MAIN GROUND BAR BMGB BUILDING MAIN GROUND BAR PROVIDE PULLBOX FOR EVERY 180 OF BENDS FOR TEL/DATA AND 360 OF BENDS FOR POWER CONDUITS. ALL CONDUITS AND SUPPORTS SHALL BE AS TIGHT TO DECK AS POSSIBLE. NEW YORK STATE, BUILDING CODE OF NEW YORK STATE AND CORNELL UNIVERSITY DESIGN STANDARDS. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA CODES, FIRE CODE OF TO CIRCUIT(S) AS INDICATED. PROVIDE CONDUIT/WIRING (CIRCUITING) AND REQUIRED EQUIPMENT CONNECTIONS TO ALL DEVICES/EQUIPMENT. CONNECT SEPARATE NEUTRALS (CIRCUITS SHALL NOT SHARE NEUTRALS). SAME EQUIPMENT GROUND) FOR EACH 20 AMPERE CIRCUIT UNLESS OTHERWISE NOTED. ALL CIRCUITS SHALL HAVE CIRCUITING TO DEVICES/EQUIPMENT SHALL BE 2-#12AWG & 1-#12EG (MULTIPLE HOME RUNS IN SAME CONDUIT MAY SHARE AND NOT GREATER THAN 96 INCHES ABOVE THE FINISHED FLOOR. FIRE ALARM SIGNALING APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 INCHES PROVIDE NYLON PULLSTRING IN ALL EMPTY CONDUITS. MINIMUM CONDUIT SIZE SHALL BE " FOR POWER CIRCUITS UOI. TO CONSTRUCTION. COORDINATE EXACT LOCATION OF ALL CONDUIT ROUTES, EQUIPMENT AND DEVICES WITH EXISTING CONDITIONS PRIOR MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. NON RATED PENETRATIONS. ALL FIRE RATINGS SHALL BE MAINTAINED. UTILIZE REMOVABLE FIRESTOPPING MATERIAL AT CABLE TRAY PENETRATIONS. PROVIDE ACOUSTICAL SEALANT FOR ALL SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE FIRESTOPPING FOR ALL FIRE-RATED PENETRATIONS. U - ULTRASONIC SUBSCRIPTS INDICATE TYPE: (DUAL TECHNOLOGY WITH 360 VIEW) CEILING MOUNTED OCCUPANCY SENSOR 9" C/T W FACEPLATE AND BDF. CAT 6 UTP CABLE, TERMINATE IN OTHERWISE NOTED). PROVIDE ONE(1) NEAREST CABLE TRAY (UNLESS BOX. 1" EMT CONDUIT EXTENDED TO WAP - WALL MOUNT AT 90"AFF 4"x2"x 1-3/4" BDF. 46"AFF. PROVIDE (1) CAT 6 CABLE TO FOR DATA/VOICE. WALL MOUNT AT CABLE TRAY (UNLESS OTHERWISE NOTED) AND 1" CONDUIT EXTENDED TO NEAREST W - SINGLE GANG BACK BOX WITH MUD RING TERMINATE AT PATCH PANEL IN BDF. CONDUIT BUSHING. PULL (3) CAT 6 CABLES TERMINATE CONDUIT AT CABLE TRAY WITH (UNLESS OTHERWISE NOTED) FOR DATA/VOICE. EXTENDED TO NEAREST CABLE TRAY OR BDF FACEPLATE WITH TRIPLEX DESIGN. 1" CONDUIT 4"x4"x2.5D" BOX WITH A 2-GANG MUD RING & ON DRAWINGS CABLE TRAY: SIZE AS CALLED FOR B IF MORE THAN ONE) QUANTITY (ONLY LP - LIGHTING PANEL GP - GENERAL PURPOSE E - EMERGENCY POWER DP - DIST. PANEL EQ- EQUIPMENT LS - LIFE SAFETY N - NORMAL POWER (-) - BLANK FOR NORMAL EHDP-EQGA L - 208Y/120 VOLT H - 480Y/277 VOLT G- GROUND 1- FIRST 2- SECOND 3- THIRD 4- FOURTH 5- FIFTH AIR TERMINAL SMOKE DETECTOR, BEAM TYPE TRANSMITTERSTX SMOKE DETECTOR, BEAM TYPE RECEIVERSRX NO SCALE EXISTING FLOOR BOX WITH POWER ONLY FAR FIRE ALARM RELEASE RELAY SD HH UNDERGROUND ELECTRIC HANDHOLE TERMINATE AT BDF & RJ45 JACKS. RJ45 JACKS TO BDF. PULL CAT 6 CABLE RECEPTACLES AND (4) CAT 6 CABLES WITH PATCH PANEL. PROVIDE (2) DUPLEX TEL/DATA BACK TO NEAREST CABLE TRAY OR DRAWINGS AND (1) 1-1/4’’ CONDUIT FOR PANELBOARD, CONDUIT(S) FOR A/V PER CONDUITS FOR POWER BACK TO DESIGNATED FLOORING SELECTION). PROVIDE (2)3/4’’ COVER(VERIFY FINAL COVER WITH FINAL FLOOR BOX FSR FL-500P-6 WITH FL-500P-B-C DH DOOR HOLD OPEN 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 ELECTRIAL DEMO FLOOR PLAN - 1 0 16’SCALE: 1/8"=1’-0"4’8’ NORTH 2 0 16’SCALE: 1/8"=1’-0"4’8’ NORTH GROUND FLOOR ELECTRICAL - DEMO PLAN FIRST FLOOR ELECTRICAL - DEMO PLAN ED100 ED100 ED100 CONTROL PANEL ATRIUM LIGHTING (ER)(E) (ER) (ER) (E) (ER) (E) (ER)(E) (E) F M M M M M M OPERATORS DOOR OPERATORS DOOR HEATERS ELECTRIC F (E) (E) (E)(E) (E)(E)(E)(E)(E) (E)(E)(E)(E)(E) (E)(E)(E)(E)(E) (E) (E) (E) J J (E) S (E) (ER) (ER) LCS PANEL CONNECTION TO 120V J (E)(E) WAP CR F (E) (E) FATC (E) SIEMENS MXL PANEL (ER) (ER) (ER)DHDHDHDHS F (ER) (ER) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) "=1’-0"8 1 DEMOLITION NOTES: 1 3 3 2 (ER) (ER) (ER) 1 2 3 FOR EXACT DEVICES TO BE REMOVED AND REINSTALLED. DEVICES SHOWN. COORDINATE IN FIELD WITH HVAC CONTRACTOR IN THIS AREA TO ALLOW FOR OTHER TRADES WORK. NOT ALL DISCONENCT AND REMOVE ELECTRICAL CEILING MOUNTED DEVICES TURN LIGHT FIXTURES OVER TO OWNER. SALVAGE CIRCUIT FOR REUSE AT NEW LOCATION OF LCS PANEL. DISCONNECT AND REMOVE POWER CONNECTION TO LCS PANEL. DEMOLISH PANEL AND FEEDER BACK TO SOURCE. 4 4 4 4 4 4 SPC 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 DN UP K J H G F E D 32 31 28 31.8 K.6 30 OPEN TO BELOW 29 UP DN K J H G F E D 32 31 28 31.8 K.6 30 ATRIUM G90 LOUNGE STUDENT G78 CENTER LEARNING STUDENT G80 29 ELECTRIAL DEMO FLOOR PLAN - 1 0 16’SCALE: 1/8"=1’-0"4’8’ NORTH SECOND FLOOR ELECTRICAL - DEMO PLAN ED101 ED101 STXSTX STX STX 1 2 DEMOLITION NOTES: 1 1 (E)DHDHDHDH2 0 16’SCALE: 1/8"=1’-0"4’8’ NORTH ED101 FORTH FLOOR/ROOF ELECTRICAL - DEMO PLAN MM M M EF-32EF-33 EF-34 EF-35 (E) (E) (E) (E) S PC (E) (E) F (E) M HOOD-11 FRYER F CLG (E) (E) (E) (E) (E) (E) (E) (E)(E) (E)(E) (E)(E) (E)(E) (E) M (ER) FCU STUB UP STUB UP FRYER FRYER FRYER (E) (E) (E) M HOOD-9 (E) (E) M HOOD-12 S S S S S S(E) (E) (E)(E)(E) (E) (E)(E)(E) (E)(E)(E) (E)(E)(E) (E)(E)(E) (E)(E)(E) "=1’-0"8 1 2 2 2 2 2 3 3 3 3 5 4 66 RECEPTACLE. SALVAGE CIRCUIT TO RECEPTACLE FOR REUSE TO NEW HERE BACK TO SOURCE PANELS UNLESS OTHERWISE NOTED. DISCONNECT AND REMOVE ALL EXISTING CONNECTIONS SHOWN ATRIUM FOR REUSE. SALVAGE ALL EXISTING LIGHTING CIRCUITS AND CONTROLS IN ED102 FOR LOCATION OF STARTERS AND SOURCE PANEL. TURN CIRCUIT BREAKERS OVER TO OWNER. REFER TO DRAWING ALL ASSOCIATED FEEDERS, STARTERS AND CIRCUIT BREAKERS. DISCONNECT AND REMOVE EXISTING SMOKE PURGE FANS AND AND AIR TERMINALS REQUIRED. PROVIDE NEW TO MATCH EXISTING FOR ADDITIONAL LENGTH SALVAGED FOR REUSE AS MUCH AS POSSIBLE AT ROOF. EXISTING LIGHTNING PROTECTION SYSTEM TO BE REMOVED AND EXISTING LIGHTNING PROTECTION SYSTEM TO REMAIN AT ROOF. 3 4 5 6 A. GENERAL NOTES: LIGHTS FROM THE ATRIUM. DISCONNECT, REMOVE AND TURN OVER TO OWNER (6) PENDANT (ER)(ER) M FCU 22 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 K J H G F E D 32 31 28 31.8 30 L 29 G2 DN K J H G F E D 32 31 28 31.8 30 OPEN TO BELOW 29 1 NORTH ED102 SCALE: 1/16"=1’-0"0 32’16’8’ SIXTH FLOOR ELECTRICAL - DEMOLITION ED102 ELECTRIAL DEMO FLOOR PLAN - (E) DEMOLITION NOTES: 1 1 "=1’-0"16 1 TO BE REMOVED AND WIRING BACK TO SOURCE. EXISTING EF-32, EF-33, EF-34 AND EF-35 SMOKE PURGE FAN STARTERS EPSP 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 EL100 LIGHTING NEW WORK FLOOR PLAN - 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ GROUND FLOOR LIGHTING PLAN - NEW WORK EL100 (E)(E)(E)(E)(E) (E)(E)(E)(E)(E) (E)(E)(E)(E)(E) 2 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ FIRST FLOOR LIGHTING PLAN - NEW WORK EL100 X1 X1 X1 X1 X1 "=1’-0"8 1 B. A. GENERAL NOTES: (2)#10AWG & (1)#10EG IN " CONDUIT. CONNECT ALL NEW EXIT SIGNS TO EXISTING LIFE SAFETY CIRCUIT WITH THREE NEW ZONES TIED INTO ATRIUM LIGHTING CONTROL PANEL. LIGHTING CONTROLS SYSTEM (SWITCHING AND PHOTOCELLS). PROVIDE ALL NEW LIGHT FIXTURES SHALL BE TIED INTO EXISTING CIRCUITS AND F1 F1 F1 F1 F1F1 F1 F1 F5F5F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 (E) (ER) (ER) (ER) (ER) (ER) (ER) PC (ER) (ER) (E) (E) (E) (E) CONTROL PANEL ATRIUM LIGHTING (ER) (ER) (ER) F6 F6 F6 DRAWING NOTES: 1 2 3 2 12 2 2 2 2 F8F8 F8 F8 2 2 2 2 4 4 4 44 2 2 F1AF1A F1AF1A F1AF1A F1AF1A F4F4 F4 F4 F4F4 F4F4 F4 F4 F4F4 3 TO ALLOW FOR OTHER TRADES WORK. NOT ALL DEVICES SHOWN. REINSTALL ELECTRICAL CEILING MOUNTED DEVICES IN THIS AREA WHICH WERE REMOVED CIRCUIT FROM THE EXISTING LIGHTING CONTROL PANEL. THE F4 FIXTURE SHALL BE CAPABLE OF DIMMING CONTROLS AND PROVIDED ON ITS OWN AND EXTEND AS REQUIRED. CONTROL ZONE MADE SPARE DURING DEMOLITION. REUSE CONTROL AND POWER CIRCUITS ALL NEW NON LIFE SAFETY LIGHTING SHALL BE CONNECTED TO EXISTING ATRIUM LIGHTING CONTROLS(LOCATED ADJACENT TO AUDITORIUM LIGHTING CONTROLS). CONNECT TO EXISTING LIFE SAFETY LIGHTING CIRCUIT(PANEL ELS1 CIRCUIT 16) AND 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 K J H G F E D 32 31 28 31.8 30 L2M L 29 G2 DN UP OPEN TO BELOW K J H G F E D 32 31 28 31.8 30 L2 L 29 G2 28.9 30.9 LOUNGE STUDENT EXISTING G70 CENTER LEARNING STUDENT EXISTING G80 ATRIUM EXISTING G0051 UP DN 425 SF VESTIBULE G0052 EL101 LIGHTING NEW WORK FLOOR PLAN - (E) X1 (E)(E)(E) (E)(E)(E) (E)(E)(E) (E) (E)(E)(E) (E)(E)(E) F7 F1F1 F1 1 NORTH SECOND FLOOR LIGHTING PLAN - NEW WORK EL101 DRAWING NOTES: 1 "=1’-0"8 1 0 2’4’8’SCALE: 1/4"=1’-0" J J J J J J J J J J J JJ J J F7 F7F7 F7F7 F7F7 F7F7 FS1 F2 F2 FS1 F2 F2 FS1 F2 F2 F2 F2 FS1 F2 F2 FS1 F2 FS1 2 2 2 2 2 22222 22222 2 PC FS2 3 F9 AT MANTLE X1 X1 4 4 4 5 5 6 aaa a a a c c d e f b b b b c c c c c c c c 6 F1 F1 F1 F1 F1 F10 F11 F10 F10 F10 F10 F11 F10 F10 F10 F10 F10 F11 F10 F10 F10 F11 F10 F10 F10 F10 F10 F10 F11 F10 F10 F10 F10 F10 F10 F10 F11 F10 F10F11 F10 F10 F10 F10 F10 F10 F10 F11 F10 d d d d d MCS B. A. GENERAL NOTES: (2)#10AWG & (1)#10EG IN 3#4" CONDUIT. CONNECT ALL NEW EXIT SIGNS TO EXISTING LIFE SAFETY CIRCUIT WITH NOT USED. 2 2 2 2 2 REQUIRED PARTS AND PIECES AND WIRING FOR A COMPLETE SYSTEM. TO OVERRIDE CONTROL SWITCH IN THE EVENT OF A POWER LOSSS. PROVIDE ALL PROVIDE SWITCH. PROVIDE A PHILIPS BODINE GTD20A CONNECT TO EXISTING LIFE SAFETY LIGHTING CIRCUIT(PANEL ELS1 CIRCUIT 16) AND COORDINATE FINAL QUANTITY OF TRACK HEADS WITH ARCHITECT. PROVIDE A TOTAL OF 36 TRACK HEADS LOCATED EVENLY ACROSS ALL TRACK. FOR MOUNTING HEIGHTS TO DETERMINE PENDANT LENGTHS. EXIT SIGN SHALL BE PENDANT MOUNTED. REFER TO ARCHITECTURAL DRAWINGS CIRCUIT AHEAD OF ANY SWITCHING. CONNECT LIGHTING IN THIS ROOM TO NEAREST NORMAL POWER LIGHTING CONTROL PANEL. A 3/4" CONDUIT TO LUTRON SYSTEM SPARE ZONE ABOVE CEILING OF MAIN CONDUIT BACK TO PANEL LS2 WITH PULL LINE FOR FUTURE CONNECTION AND FOR FUTURE ROUTING OF WIRING. FROM ONE JUNCTION BOX PROVIDE A 3/4" PROVIDE A 3/4" CONDUIT WITH PULL LINE CONNECTING ALL JUNCTION BOXES JUNCTION BOXES TO BE PROVIDED IN LOCATIONS PER ARCHITECTURAL PLANS. NOT USED. 6 22 3 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 DN UP DNDN K J H G F E 32 31 31.8 30 L2M CLASSROOM EXISTING 278 FOOD LAB EXISTING 280 29 INFILL 276 G2 CORRIDOR EXISTING 20055 28.9 30.9 31.5 AV CLOSET 276C EL102 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’EL102 ELECTRICAL SITE PLAN - SITE PLAN LIGHTING - NEW WORK (ER) FX2 FX2 FX2 FX2 "=1’-0"8 1 SL1 FX2 FX2 FX2 FX2 FX2 FX2 DRAWING NOTES: 1 2 1 2 3 4 4 PC4 (E) (E) HH 5 5 A. GENERAL NOTES: PART OF ALTERNATE 1. ALL FX5 FIXTURES, CIRCUITING AND CONTROLS SHALL BE PRICED AS AS (2)#10AWG & (1)#10EG IN 2" CONDUIT. CIRCUIT FROM HAND HOLE TO NEW LIGHT POLE LOCATION. PROVIDE CIRCUIT AND CONDUIT BACK TO HAND HOLE LOCATION. PROVIDE NEW LIGHTING INTO EXISTING LIGHTING CIRCUIT. DISCONNECT AND REMOVE OLD CIRCUIT PROVIDE NEW HAND HOLE AT APPROXIMATELY THIS LOCATION TO CONNECT PROVIDED TO CONTROL THE ONE ZONE VIA PROGRAMMING. LIGHTING SHALL BE CONTROLLED WITH THE DDC SYSTEM AND A PHOTOCELL ZONE SHALL BE ADDED TO THE PANEL FOR THE NEW EXTERIOR LIGHTING. LIGHTING CONTROL PANEL ON THE FITST FLOOR. ONE NEW CONTROL PROVIDE LIGHTING CONTROLS FOR EXTERIOR LIGHTING FROM EXISTING NOT USED. HEAD SHALL MATCH EXISTING HEAD, LAMPING, COLOR AND STYLE. NEW SHOEBOX HEAD TO BE INSTALLED ONTO EXISTING LIGHT POLE. EXISTING LIGHT FIXTURE TO BE RELOCATED. 2 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4CAMPUS ROADSTATLER HALLSTATLER HALL EAST AVENUECAMPUS ROADEAST AVENUE 1 (E)(E) (E)(ER) (E) (E)(E) S (E) F (E) (E) (ER) 2 M M M M M M CUH-3 CUH-1 CUH-2 CUH-4 FCU-1 FCU-1 POWER NEW WORK FLOOR PLAN - NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ GROUND FLOOR POWER & SPECIAL SYSTEMS - NEW WORK EP100 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ FIRST FLOOR POWER & SPECIAL SYSTEMS - NEW WORK EP100 M M OPERATOR DOOR OPERATOR DOOR S S S S S F WP GFI WP GFI M WINDOWS MOTORIZED WINDOWS MOTORIZED M WINDOWS MOTORIZED M M WINDOWS MOTORIZED M WINDOWS MOTORIZED EP100 F F S M ZP-3 ZP-1 M ZP-2 M "=1’-0"8 1 DRAWING NOTES: 1 2 (ER) LCS PANEL CONNECTION TO 120V 3 (E) (E) ED4SG RSG-1 1 1 1 S S 2 2 2 2 2 4 10 7 7 DSD DSD RTSRTS SD SD ED4SG RSG-1 RSG-1 RSG-1 3 5 5 9 9 9 9 9 9 9 12 12 12 12 J J J RSG-1 5 4 5 6 7 8 9 10 11 12 13 CONTROL PANEL SMOKE PURGE 13 B. A. GENERAL NOTES: ELECTRICAL PREPS REQUIRED AT DOORS COORDINATE WITH DOOR HARDWARE SETS FOR ALL FINAL REQUIRED WEATHERPROOF RECEPTACLE COVER SHALL BE AN ALUMINUM STYLE HOUSING. 14 14 14 14 14 14 CR (E) (E)F F (E) (E)(E)DH(E) (E)DHS (ER) S (E)DH(E) (E)DH(E) (E) (E) (E) REMOVED TO ALLOW FOR OTHER TRADES WORK. NOT ALL DEVICES SHOWN. REINSTALL ELECTRICAL CEILING MOUNTED DEVICES IN THIS AREA WHICH WERE FROM LIFE SAFETY PANEL BOARD. PROVIDE DEDICATED 120V, 20A-1P CIRCUIT TO SMOKE PURGE CONTROL PANEL PROVIDE WIRING PER MANUFACTURERS REQUIREMENTS IN 3/4" CONDUIT. NOT USED. PROVIDE NEW 20A-1P CIRCUIT BREAKER IN EXISTING PANEL ED4SG. FOR EACH DOOR. COORDINATE ALL WORK WITH SMOKE PURGE SYSTEM. DOOR FOR OPENING DURING SMOKE PURGE. PROVIDE A FIRE ALARM RELEASE PROVIDE A SINGLE 20A-1P POWER CIRCUIT FROM PANEL ED4SG TO AUTOMATED BOXES IN FIELD WITH MECHANICAL CONTRACTOR. BOXES FOR HVAC CONTROLS. COORDINATE FINAL LOCATIONS OF JUNCTION PROVIDE A NEW 20A-1P CIRCUIT BREAKER IN PANEL RSG-1 TO FEED (3) JUNCTION SMOKE DETECTOR SHALL BE MOUNTED ON CEILING. NOT USED. PROVIDE A NEW 20A-1P CIRCUIT BREAKER IN PANEL RSG-1 TO FEED CIRCUIT. SUPPLY. COORDINATE FINAL LOCATION OF POWER SUPPLY IN FIELD. PROVIDE A NEW 20A-1P CIRCUIT BREAKER TO FEED MOTORIZED WINDOWS POWER COORDINATE FINAL LOCATION OF LCS PANEL WITH HVAC CONTRACTOR. NEW LCS CONTROL PANEL LOCATION. CIRCUIT SHALL MATCH EXISTING. EXTEND EXISTING POWER CIRCUIT FROM ORIGINAL LCS PANEL LOCATION TO AND WINDOW ACTUATORS. DIAGRAM FOR MORE DETAIL ON REQUIRED WIRING BETWEEN POWER SUPPLY ARCHITECT. REFER TO MANUFACTURERS (CLEARLINE) ELECTRICAL WIRING LOCATION IS TO BE DETERMINED. COORDINATE LOCATION WITH OWNER AND WIRING PER MANUFACTURERS RECOMMENDATIONS IN 3/4" CONDUIT. FINAL CONTROL LOCATION TO BE PROVIDED IN A COMMON LOCATION. PROVIDE MOTORIZED WINDOW SHADES CONTROL LOCATION AND MOTORIZED WINDOW REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION OF ZP-1, ZP-2 AND ZP-3. 2 2 2 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 K J H G F E D 32 31 28 31.8 30 L2M L 29 G2 DN UP OPEN TO BELOW K J H G F E D 32 31 28 31.8 30 L2 L 29 G2 28.9 30.9 LOUNGE STUDENT EXISTING G70 CENTER LEARNING STUDENT EXISTING ATRIUM EXISTING G0051 UP UP UP UP DN 425 SF VESTIBULE G0052 1 EP101 DRAWING NOTES: 1 POWER NEW WORK FLOOR PLAN - NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ SECOND FLOOR POWER & SPECIAL SYSTEMS - NEW WORK EP101 (E) FRYER (E) (E) M HOOD-12DH(E)DH(E) S (E)DH(E)DH(E) (E) (E) FRYER S (E)S (E) (E) FRYER (E) M HOOD-9 (E)S S(E)(E) F CLG (E) S(E) S (E) (E) (E) 2 "=1’-0"8 1 3 1 BDF EXISTING 12" C/T 12" C/T 12" C/T12" C/T12" C/T2 SDSD DSDDSD RTSRTS 3 3 4 4 (E)RS2K2A RS2 (E) RS2 5 5 6 5 6 J 7 8 LS2 (E) 9 2 9 2 2 M M M (ER) (ER) FCU FCU FCU-3 (ER) 8 7 ACCESSIBLE CEILING SPACE FOR FUTURE USE. FOR CEILING LOUDSPEAKERS AND (1)1-1/4" SPARE CONDUIT WITH PULL LINE TO CONDUIT TO SHADES CONTROLLER, (1)1-1/4" CONDUIT TO ABOVE ACCESSIBLE CEILING PROVIDE FROM JUNCTION BOX AT AV RACK (1)3/4" CONDUIT TO PROJECTOR, (1) 3/4" A FIRE ALARM. FIRE ALARM MODULE PROVIDED TO SHUT OFF VOLUME OF PRESENTATIONS DURING FROM FIRE ALARM SYSTEM. COORDINATE FINAL REQUIREMENTS WITH A/V CONTRACTOR. PROVIDE FIRE ALARM INTERFACE MODULE CONNECTION AT A/V CONTROL SYSTEM PROPOSED LOCATION OF EQUIPMENT RACK PROVIDED BY A/V CONTRACTOR. EQUIPMENT RACK POSITION OR GREATER THAN 90" AFF. SURFACE MOUNTED BOX SHALL BE EITHER LOCATED OFFSET FROM THE SPECIFIC REASONS WHY IT WON’T WORK. AFTER ENGINEER APPROVAL THE MOUNTED BOX IS NOT POSSIBLE APPROVAL FROM ENGINEER REQUIRED WITH OVERSIZED SCREW ON PANEL. LOCATE BOX BEHIND RACK AT 70" AFF. IF FLUSH PROVIDE A 12"X12"X4" MINIMUM SIZED JUNCTION BOX FLUSH IN WALL WITH WITH THE AV JUNCTION BOX. PROVIDE (2)20A-1P, 120V CIRCUITS AND ONE DATA DROP. COORDINATE LOCATIONS PROVIDE A NEW 20A-1P CIRCUIT BREAKER IN PANEL RS2. TO DRAWING EP100. CONNECT TO SAME CIRCUIT AS SMOKE DAMPERS ON FLOOR BELOW. REFER TO NEW DEVICE LOCATION. EXISTING CIRCUIT (2-#12AWG & 1-#12EG IN 3/4" CONDUIT) AS REQUIRED UTILIZE EXISTING CIRCUIT MADE SPARE DURING DEMOLITION. EXTEND REFER TO DRAWING EP102 FOR A MORE DETAILED PLAN OF THIS AREA. TRY SHALL BE ROUTED RIGHT UP TO WALL ON EACH SIDE OF FIRE WALL. ALL NEW TEL/DATA CABLES SHALL BE ROUTED THROUGH THIS PATH. CABLE PROVIDE STI EZ-PATH 33 AT FIRE WALL BETWEEN ATRIUM AND BECK CENTER. 10 10 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 DN BENCH DN DN UP DN UP DN UP DN UPUP DNDN K J H G F E 32 31 31.8 30 L2M CLASSROOM EXISTING 278 FOOD LAB EXISTING 280 29 INFILL 276 G2 CORRIDOR EXISTING 20055 28.9 30.9 31.5 AV CLOSET 276C EP102 0 2’4’ SCREEN PROJECTION FIREPLACE B WAP WAP (ON ROOF) EF-35 (ON ROOF) EF-33 DOOR OPERATOR 1 DRAWING NOTES: 1 NORTH 2 3 4 "=1’-0"8 1 POWER NEW WORK ENLARGED FLR PLAN- 8’SCALE: 1/4"=1’-0"EP102 ENLARGED SECOND FLOOR POWER & SPECIAL SYSTEMS - NEW WORK M M M M M M M SHADES WINDOW SHADES WINDOW SHADES WINDOW M S SS S F M M SHADES WINDOW SHADES WINDOW SHADES WINDOW 2 (ON ROOF) EF-34 M (ON ROOF) EF-32 M 5 6 7M FAR IMM B B J ED4SG RS2 5 4 1 6 8 8 8 8 RS2K2A F 666 6 6 6 3 3 3 5 5 5 5 5 7 7 7 8 4 4 4 4 4 4 5 RS27 5 RS2 5 6 4 4 RS2K2A 7RS2K2A 7 DH DH FAR FAR FAR 10 12 11 14 14 13 8 B. A. GENERAL NOTES: ELECTRICAL PREPS REQUIRED AT DOORS. COORDINATE WITH DOOR HARDWARE SETS FOR ALL FINAL REQUIRED ORIENTATIONS OF THE FLOOR BOXES. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL LOCATIONS AND 9 10 11 12 13 14 3 J 15 15 B7 11 16 16 2 2 2 2 2 2 2 2 2 2 17 JJ 1819 18 19 20 NOT USED. JUNCTION BOX IN A/V CLOSET 276A. PROVIDE (1)3/4" CONDUIT FROM SINGLE GANG JUNCTION BOX MOUNTED AT 6" AFF TO (MATCH SWITCH HEIGHT) TO JUNCTION BOX IN A/V CLOSET 276A. PROVIDE (1)3/4" CONDUIT FROM SINGLE GANG JUNCTION BOX MOUNTED AT 46" AFF NOT USED. PULL LINE FOR CONNECTION OF SHADES INTO A/V CONTROLS. PROVIDE 3/4" CONDUIT FROM SHADE INTERFACE CONTROLLERS TO A/V CLOSET WITH COORDINATE LOCATION OF DEVICES IN CEILING WITH ARCHITECTURAL PLANS. FROM FUTURE PROJECTOR LOCATION TO JUNCTION BOX IN A/V CLOSET 276A. PROVIDE POWER IN A JUNCTION BOX AND A TEL/DATA DROP AND (1)3/4" CONDUIT IN A/V CLOSET 276A. PROVIDE (1)3/4" CONDUIT FROM PROJECTOR/PROJECTION SCREEN TO JUNCTION BOX IN A/V CLOSET 276A. PROVIDE (1)1-1/4" CONDUIT AND (1)3/4" CONDUIT FROM FLOOR BOX TO JUNCTION BOX PROVIDE (2)1-1/4" CONDUITS FROM FLOOR BOX TO JUNCTION BOX IN A/V CLOSET 276A. IN A/V CLOSET 276A. PROVIDE (1)1-1/4" CONDUIT AND (1)3/4" CONDUIT FROM FLOOR BOX TO JUNCTION BOX REQUIREMENTS WITH SHADE MANUFACTURER. CONDUIT TO SHADES WITH WIRING PER MANUFACTURER. COORDINATE FINAL WIRING BLACKOUT SHADES AND THE OTHER LIGHT FILTERING SHADES. PROVIDE 3/4" PROVIDE WALL SWITCHES IN FOR MECHOSHADES. ONE SWITCH SHALL CONTROL PROJECTOR. COORDINATE WITH A/V CONTRACTOR. MOUNT DEVICES IN FSR CB-12P CEILING BOX. COORDINATE FINAL LOCATION WITH WIRING PER MANUFACTURERS REQUIREMENTS IN 3/4" CONDUIT. PROVIDE A NEW 20A-1P CIRCUIT BREAKER IN PANEL RS2K2A. PROVIDE ONE FLOOR BOX FOR THE HOSTESS STATION. PROVIDE A NEW 20A-1P CIRCUIT BREAKER IN PANEL RS2. BOX IN FIELD WITH MECHANICAL CONTRACTOR BOX FOR HVAC CONTROLS. COORDINATE FINAL LOCATIONS OF JUNCTION PROVIDE A NEW 20A-1P CIRCUIT BREAKER IN PANEL RS2K2A TO FEED JUNCTION NOT USED. ARCHITECT. LOCATION IS TO BE DETERMINED. COORDINATE LOCATION WITH OWNER AND WIRING PER MANUFACTURERS RECOMMENDATIONS IN 3/4" CONDUIT. FINAL CONTROL LOCATION TO BE PROVIDED IN A COMMON LOCATION. PROVIDE MOTORIZED WINDOW SHADES CONTROL LOCATION AND PROJECTION SCREEN PROVIDE A 20A-1P CIRCUIT BREAKER IN PANEL ED4SG TO FEED FIRE SHUTTER. 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 K J H G 32 31 31.8 30 L2M CLASSROOM EXISTING 278 29 INFILL 276 G2 CORRIDOR EXISTING 20055 28.9 30.9 31.5 AV CLOSET 276C 1 EP103 DRAWING NOTES: 1 POWER NEW WORK FLOOR PLAN - NORTH EP103 SIXTH POWER & SPECIAL SYSTEMS - NEW WORK SCALE: 1/16"=1’-0"0 32’16’8’ "=1’-0"16 1 REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE FOR MORE INFORMATION. PROVIDE NEW POWER CONNECTION TO SMOKE PURGE FANS FROM THIS PANEL. 1 (E) EPSP 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 E500 DETAILS ELECTRICAL +24 VDC COMMON CONTROL OUTPUT RED BLACK BLUE BLUBLKREDPOWER/RELAY PACKBLK. WHT. LINE CKT. A WHT. NEUTRAL RED (LINE)RED (LOAD)SWITCH OFF LOAD LOAD LOAD LOAD SWITCH OFF SENSOR CEILING RED (LOAD) OUTPUT CONTROL COMMON +24 VDC SENSOR CEILING SWITCH OFF WHITE / NEUTRAL POWER/RELAY PACK NEUTRAL LINE SCALE: NONE CEILING MOUNTED OCCUPANCY SENSOR DUAL SWITCHED LOADSCALE: NONE CEILING MOUNTED OCCUPANCY SENSOR SINGLE SWITCHED LOAD J 3 SCALE: NONE 2 MOUNTED LUMINAIRES TYPICAL BRANCH CIRCUIT WIRING FOR CEILING 1 " EMT " EMT TYPICAL LUMINAIRE 6’ LENGTH CONDUIT MAXIMUM 1/2" FLEXIBLE METAL 6’ LENGTH CONDUIT MAXIMUM 1/2" FLEXIBLE METAL REDBLUBLKRED (LINE) WHT. BLK. RED BLK BLU LOAD (SUPPLY) POWER PANEL TRANSFORMER CONTROL HC (EQUIPMENT) CONNECTION MOTOR SWITCH (CONTROL UNIT) STARTER/DISCONNECT COMBINATION MAGNETIC WIRING SYSTEM FIRE ALARM MECHANICAL WORK PROVIDED UNDER CONTROL WIRING OL OL OL HC H O A OL BOND EQUIPMENT GROUND CONDUCTOR TO MOTOR FRAME. BOND EQUIPMENT GROUND CONDUCTOR TO ENCLOSURE. DISCONNECT SWITCH PROVIDED UNDER ELECTRICAL WORK. CONTROL DEVICES FURNISHED AND INSTALLED UNDER ELECTRICAL WORK. MOTOR STARTER FURNISHED AND INSTALLED UNDER ELECTRICAL WORK POWER WIRING AND CONNECTIONS PROVIDED UNDER ELECTRICAL WORK. 6 5 4 3 2 1 INDICATED) SWITCH (WHERE LOCAL DISCONNECT 1 1 1 4 5 3 DETAIL NOTES: SCALE: NONE TYPICAL THREE PHASE MOTOR CONNECTION4 SCALE: NONE TYPICAL RECEPTACLE IDENTIFICATION PANEL NUMBER BRANCH BREAKER NUMBER 1-CBLP-2-SHB#32 THE PLANS. NUMBER AS SHOWH ON THE SAME CIRCUIT AND NOT NECESSARILY SHALL BE AS INSTALLED CIRCUIT INFORMATION SUFFICIENT. ACTUAL WILL NOT BE FACTORY ADHESIVE USING CONTACT CEMENT. ADHERE TO COVERPLATE COLOR WITH OWNER, DYMO LABEL, VERIFY RECEPTACLES HORIZONTALLY MOUNTED OR TO LEFT OF OUTLET ON GROUNDING PIN ON TOP 1-CBLP-2-SHB#32TYPICAL 5 C. B. A. DETAIL NOTES: ENGRAVING ON THE RECEPTACLE COVERPLATE STATING "UPS POWER". FOR RECEPTACLES WHICH ARE FED FROM UPS POWER ALSO PROVIDE TO REDUCE SOUND TRANSMISSION. OUTLETS BACK TO BACK. INSTALL IN ADJACENT STUD CAVITIES, DO NOT INSTALL RECEPTACLES, COMPUTER OR TELEPHONE CONNECT TO GROUND BUS IN PANEL. PROVIDE GREEN GROUND WIRE IN ALL RECEPTACLE CIRCUITS. ARCHITECT FOR ALL OTHERS. 2. AS SELECTED BY 1. RED FOR EMERGENCY SHALL BE: RECEPTACLE COLOR E500 E500 E500 E500E500 NO SCALESCALE: NONE 6 E500 BASIC LIGHTING CONTROL DIAGRAM ELS1 CKT 16 PANEL POWER FROM CONTROL PANEL EMERGENCY LIGHTING CONTROL PANEL NORMAL LIGHTING (E) (E) 1ST FLOOR EM LIGHTING 2ND FLOOR EM LIGHTING EXTERIOR LIGHTING ZONE PHOTOCELLS (2ND FLOOR) PHOTOCELL (EXTERIOR) 1ST FLOOR LIGHTING (REWORKED EXISTING ZONE MADE SPARE/PARTIALLY SPARE) 8 Zone Control Unit or Equal Lutron GRX-3108-T-WH 4 Gang Box INPUT POWER 120V 2 Twisted pair #18 in"c 3#12 in"c 4#12 in"c 2. 1. ZONE e ZONE f HP-2 HP-2 HP-2 HP-2 GENERAL NOTES: EQUIP. TO AV GRX-12VDC SUPPLY POWER 12V DC DRAWING NOTES: 1 1 GRX-RS232 CIRCUIT 120V NORMAL TO NEAREST (MCS) Master Control Station SCALE: NONE 7 E-501 HP-2 HP-2 POWER NORMAL 277V ZONE d ZONE c ZONE b ZONE a ZONE h (Spare) A. 2 2 TYPICAL LIGHTING CONTROL FOR GRAFIK EYE OR PER MANUFACTURER’S REQUIREMENTS. ALL WIRING SHALL BE A MIN 2-#12, 1-#12EG,"C UNLESS OTHERWISE NOTED CEILING, EASILY ACCESSIBLE FOR MAINTENANCE GROUP MOUNT AND LOCATE DEVICES HP-2, GRX-RS232 AND GRX-12VDC ABOVE NOTES: ZONE g (Spare) AS SHOWN ON DRAWING EL101. PROVIDE QUANTITIES OF CONTROL STATIONS AVAILABLE CKT. RS2, NEXT UNITS FOR AN EIGHT ZONE SYSTEM. PROVIDE REQUIRED QUANTITY OF GRAFIK EYE CONTROL PANEL LS2, REFER TO DRAWING EL101. NORMAL POWER TO LUMINAIRES SHALL BE CIRCUITED TO A/V CLOSET) (LOCATED IN or Equal Lutron GRX-RS232 4"x4" Box 2 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 E600 SCHEDULES ELECTRIAL NO SCALE 3. 2. 1. REFERENCE NOTES: PROVIDE A NEW CIRCUIT BREAKER IN EXISTING PANELBOARD. VFD TO BE LOCATED IN 6TH FLOOR PENTHOUSE. PROVIDE CONNECTION OF SMOKE PURGE FAN TO FIRE ALARM SYSTEM. LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER NUMBER CATALOG LAMPS VOLT INPUT MOUNTING REMARKS NO TYPE WATTS F1 beam, and white finish. downlight, with 24 degree LED 3-1/2" square trilmless Amerlux module LED 20 277V Recessed controls. 1. Coordinate driver with lighitng F2 white finish. adjustable downlight, with LED 3-1/2" square trimless Amerlux module LED 20 277V Recessed controls. 1. Coordinate driver with lighitng F4 Feelux module LED 277V Surface F5 fixture, with 24 degree beam. LED trimless two lamp combo Amerlux WT-3000 MFL-MFL- VOLATAGE- LED-E-WT- TRIM-2-18- HP-RTLX- 120/HORNET- LED- FRAME-2- RTLX- HORNET-HP- modules 2 module LED 18W 277V Recessed F6 electronic drivers. V 24 120operated by remote 75W together in tandem and housing sections butted "H extruded aluminum 2 1"W x 2 1glass curtain wall containing LED linear light cove along Feelux module LED 187W 277V Surface F7 33.2" long sections. comprised of (1) 11.22" and (8) drivers. The total length to be V electronic 24 120(4) remote 75W +/- 23’ long length, operated by together in tandem to form a fixtures with flat lenses plugged "H extruded aluminum 2 1"W x 2 1asembly in skylight containing LED linear indirect cove Feelux module LED 204W 277V Surface F8 module LED TBD 277V Recessed F9 285mm along the side. front and (1) 193mm and (1) and (1) 1123mm along the to be comprised of (1) 845mm electronic driver. Total length V 24 120and remote 75W, aluminum housing, flat lens "H extruded 2 1"W x 2 1containing LED linear grazer at fireplace Feelux module LED 33W 277V Recessed F10 finish to match F11 track. beam softener lens. White Low voltage track fixture with LITELAB SOLITE-A -9iD-A-P-OL- J19MR16 MR16 FL LED PHIILLIPS 10W 277V Surface F11 white finish. load limiter(s), top feed, and threaded rod heangers, 1.5A track containing turnbickles for Pendant single circuit light LITELAB TEC-1.5A P-B-HHO-TR375/ BUS-08H-1A-2- 277V FX2 to be selected by architect. power supply. Material/ finish operated by remote 120 / 12V LED flush ingrade uplight HYDREL module LED 9W 277V Inground NOTES: E. Provide all fittings, connectors, cables and haradware for a complete system. D. Contractor to field confirm lengths. C. Mount remote driver/power supply in a concealed but accessible location. The F4 fixture will use (1)75W transformer for (2) rows (50W) of fixture. The F6 fixture will use (4)75W transformers. " wide metal strip to mounting surface. Magnetized fixture housing shall clip to the strip. 2 1B. Mount after review by the owner, architect and/or lighting designer. A. The contractor shall aim and focus all adjustable interior lighting fixtures as indicated in the lighting fixture schedule. The contractor shall value for time to fine tune the initial aiming and focusing MW-WF-3000 -HP-SA-TL- VOLTAGE/HDL TL-20-LED-E- HDL-HP-S- 3000 TL-MW-MFL- HDL-HP-SD- VOLTAGE/ TL-20-LED-E- HDL-HP-S- 12S-TKO-LP1 12-MFL-FLCSR- WHT30K- 9LED- MATERIAL- PDX4- transformer. 2. Provide with 277V to 120V per length of track. 1. Allow for 36 track heads and 50W transformer. 5. Provide with 277V to 120V hardware for a complete installation. 4. Provide all connectors, fittings and threaded rod hangers. " 4 13. Suspend from ceiling above via junction box mounted above. 2. Provide flexible cord feed(s) from and layout. 1. Refer to drawings for configuration transformer. 3. Provide with 277V to 120V accessible location. load. Mount in a concealed but accomodate 125% of the connected Contractor to size power supply to control the group of FX2 fixtures. 2. One remote power supply to 1. Mount flush with grade. SCHEDULELUMINAIRE TYPE DESCRIPTION AND SIZEFIXTURE LAMP BALLAST VOLTAGE/ RDIFFUSE REFLECTOR/ NUMBER MODEL AND MANUFACTURERAPPROVED NOTES SL1 LIGHT SITE MOUNTEDPOLE EXISTINGMATCH 120/277V EXISTINGMATCH 1,2 FS2 FIXTURELIGHT FLUORESCENT AROUND WRAP MOUNTED SURFACE1’X4’ T5 28W(2) 120/277V SERIES VT3METALUX X1 BACKGROUNDS MIRRORED WITH SIGN EXIT LIT EDGELED LED 120/277V ESXX-X-X-R-X-X MODEL: LITESSURE 2,3,4 NOTES:GENERAL START PROGRAM BE SHALL BALLAST ALLA. 3500K. BE SHALL LAMPS ALLB. NOTES:REFERENCE FIXTURES LIGHTING SITE EXISTING MATCH1. COLOR. FOR ARCHITECT WITH COORDINATE2. HEIGHT. MOUNTING FOR ARCHITECT WITH COORDINATE3. DETAIL. MOUNTING FOR DRAWINGS ARCHITECTURAL TO REFER4. FLOS TBD TBD 277VFS1 restaurant. Decorative sconce in Zumtobel used in wood panel wall. Recessed fixture(4’-0"x2-1/2") XX-XXX-X-X K30-Z-XX-C- SSR2-X-12- 3. Use hardwire transformer. transformer. 2. Provide with 277V to 120V 1. See note B, C, D, E 3. Use hardwire transformer. transformer. 2. Provide with 277V to 120V 1. See note B, C, D, E 3. Use hardwire transformer. transformer. 2. Provide with 277V to 120V 1. See note B, C, D, E -HW /(4)FLC75-24V/T 9-NDV15A4B24M + 2-NDV11A4B24M + 3-NDV7A4B24M + + 1-NDV4A4B24M + 1-NDV3A4B24M (2-NDV1A4B24M DIVA2 2 HW FLC75-24V/XL- PC/HDV-CAP/(4) 3000K-24V)/HDV +8-HDV24 3000K-24V (1-HDV12 DIVA2 HO JUMPERCABLE HW/ FLC75-24V/XL- NDV-CAP/ /NDVPC/ 3000K-24V) 1-NDV15 3000L-24V + 1-NDV4 3000K-24V + DIVA2 (1-NDV3 RUN PER 103W 7.Use hardwire transformer. transformer. 6. Provide with 277V to 120V system. cables and hardware for a complete 5. Provide all fittings, connectors, lengths. 4. The contractor to field confirm accessible location. supplies in a concealed but 3. Mount remote driver/power cove length. cove length within +/-1 inch of each of light and extend along the entire tandem to provide a continuous line 2. Fixtures shall plug together in details and additional information. 1. Refer to architectural drawings for foot run. number are based on (1) 24 supply. Items in catalog remote 120W, 120V power phase dimming compatible and degree metal bracket, forward feet per run, no diffuser, 40 aluminum sections to equal 24 "H extruded 4 3"W x 4 3contain ceiling. The system shall architecrual cove to illuminate LED linear grazer mounted in -CKS 120/24 - 3X4 (1) Q6S - 120DC - NDV-BRACKET2/ (20) NDV3 30K-24V - 30K-24V- (1) (1)NDV4 NDV3 30K-24V-S- 30K-24V-(1) NDV15 30K-24V-S- (3) (1) NDV3 NDV15 30K-24V- NDVPS- (3) DIVA2 HO (1) Amerlux module LED 17 277V Recessed controls. 1. Coordinate driver with lighitng F1A optic, and white finish. downlight, with 45 degree LED 3-1/2" square trilmless 3000 TL-MW-WF- 277/ HDL-HP-SD- TL-17-LED-E- HDL-HP-S- 2 2 2 2 2 SCHEDULE CONTROL AND EQUIPMENT ELECTRIC NOTES:GENERAL 1. CONTRACTOR. 16 DIVISION THE BY PROVIDED DEVICESALL 2. NUMBER EQUIPMENT INDICATES NUMBERITEM 3. NOTED. OTHERWISE UNLESS MOUNTED SURFACE BE SHALL DEVICESALL 4. CONTRACTOR. 15 DIVISION THE BY REQUIRED, AS SIZE OVERLOADS,PROVIDE 5. UNIT. THE AT LOCATED IS DEVICES CONTROL INDICATES"AU" 6. NON-FUSED. INDICATES"NF" 7. UNIT. WITH INTEGRAL INDICATES"IU" EQUIPMENT WIRING & PROTECTION SOURCE,POWER DESIGNATION ITEM BY PLANS THE ON SHOWN AS DEVICESCONTROL ID ITEM NAME LOCATIONROOM HP KW PHASE VOLTS SYSTEM AMPS SYSTEM orMCA CENTER CONTROL orPANEL FUSE FOR "FU"or RBREAKE CIRCUIT UNIT CONTROLTO PANEL FROM WIRINGPOWER EQUIPMENT TO UNITCONTROL FROM WIRINGPOWER STARTER SIZENEMA TYPENEMA STARTER MOTORMANUAL RELAYWITH STARTER MOTORMANUALSTARTER MAGNETICCOMBINATION STARTERVOLTAGE REDUCEDCOMBINATION SIZE (F)MP/FUSE STARTERCOMBINATION DRIVE SPEEDADJUSTABLE BYPASSWITH DRIVE SPEEDADJUSTABLE ASD REDUNDANTWITH DRIVE SPEEDADJUSTABLE OTHERS BYFURNISHED UNIT CONTROLPACKAGED OTHERS BYCONTROLLER PUMPDUPLEX REQUIREDSHUTDOWN FAN ALARMFIRE STATIONTEST REMOTE W/DETECTOR SMOKE DUCTSUPPLY STATIONTEST REMOTE W/DETECTOR SMOKE DUCTRETURN STATIONTEST REMOTE W/DETECTOR SMOKE DUCTEXHAUST CONNECTIONTHERMOSTAT CONNECTIONAQUASTATCONNECTION DAMPERMOTORIZEDPUSHBUTTONSSTART/STOP SWITCHSELECTORHAND/OFF/AUTOLOCATION DEVICECONTROL SWITCHSAFETY SNOTE REF. IDITEM AMPS SWITCH SIZE FUSE LOC.PROOF WEATHER PHASE GROUND CONDUIT PHASE GROUND CONDUIT FCU-1 UNIT COILFAN VESTIBULE 3 1 208 14.4 RSG-1 20/2 2#12 1#12 3/4"C 2#12 1#12 3/4"C X AU 3 FCU-1 FCU-2 UNIT COILFAN VESTIBULE 3 1 208 14.4 RSG-1 20/2 2#12 1#12 3/4"C 2#12 1#12 3/4"C X AU 3 FCU-2 CUH-1 HEATER UNITCABINET VESTIBULE 2 1 208 9.6 RSG-1 20/2 2#12 1#12 3/4"C 2#12 1#12 3/4"C X AU 3 CUH-1 CUH-2 HEATER UNITCABINET VESTIBULE 2 1 208 9.6 RSG-1 20/2 2#12 1#12 3/4"C 2#12 1#12 3/4"C X AU 3 CUH-2 CUH-3 HEATER UNITCABINET ATRIUM 2 1 208 9.6 RSG-1 20/2 2#12 1#12 3/4"C 2#12 1#12 3/4"C X AU 3 CUH-3 CUH-4 HEATER UNITCABINET ATRIUM 2 1 208 9.6 RSG-1 20/2 2#12 1#12 3/4"C 2#12 1#12 3/4"C X AU 3 CUH-4 EF-32 FAN PURGESMOKE ROOF 5 3 480 7.6 EPSP 20/3 3#12 1#12 3/4"C 3#12 1#12 3/4"C X 60066 30 NF AU X 1,2,3 EF-32 EF-33 FAN PURGESMOKE ROOF 5 3 480 7.6 EPSP 20/3 3#12 1#12 3/4"C 3#12 1#12 3/4"C X 60066 30 NF AU X 1,2,3 EF-33 EF-34 FAN PURGESMOKE ROOF 5 3 480 7.6 EPSP 20/3 3#12 1#12 3/4"C 3#12 1#12 3/4"C X 60066 30 NF AU X 1,2,3 EF-34 EF-35 FAN PURGESMOKE ROOF 5 3 480 7.6 EPSP 20/3 3#12 1#12 3/4"C 3#12 1#12 3/4"C X 60066 30 NF AU X 1,2,3 EF-35 ZP-1 PUMP SLABRADIENT RMMECH 1/4 1 120 5.8 RSG-1 20/1 2#12 1#12 3/4"C 2#12 1#12 3/4"C X AU 3 ZP-1 ZP-2 PUMP SLABRADIENT RMMECH 1/4 1 120 5.8 RSG-1 20/1 2#12 1#12 3/4"C 2#12 1#12 3/4"C X AU 3 ZP-2 ZP-3 PUMP SLABRADIENT CEILING 1/4 1 120 5.8 RSG-1 20/1 2#12 1#12 3/4"C 2#12 1#12 3/4"C X AU 3 ZP-3 FCU-3 UNIT COILFAN CLOSETAV 2 1 208 9.6 RSG-1 20/2 2#12 1#12 3/4"C 2#12 1#12 3/4"C X AU 3 FCU-3 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 DETAIL NOTES: OF THE PIPE CONTENTS. AND MATCHING THE FLOW DIRECTION BOTH ENDS OF THE PIPE FUNCTION LABEL PROVIDE 360 WRAP OVERLAPPING FLOW DIRECTION LABEL. SCALE: NONE PIPE FUNCTION LABEL PIPING IDENTIFICATION LABEL DETAIL F. E. D. C. B. A. SEE SPECIFICATION FOR OTHER REQUIREMENTS AND LIST OF PIPE FUNCTIONS. LABELS SHALL BE, COLOR CODED, PRE-PRINTED, SELF ADHESIVE VINYL IN THE AIR AND ON THE TOP HALF OR SIDES OF PIPES MOUNTED LOW. WOULD NORMALLY BE SEEN. IE. ON THE BOTTOM HALF OF PIPES LABELS TO BE LOCATED IN AN EASILY VISIBLE LOCATION AS THEY EVERY PIPE UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS. PROVIDE LABELS IN LARGE SPACES ON MAXIMUM 20’-0" CENTERS FOR PIPE PASSES THROUGH. PROVIDE AT LEAST ONE LABEL ON EACH PIPE FOR EVERY ROOM THE PROVIDE A PIPE LABEL FOR EACH PIPE FUNCTION. SPRINKLER BRANCH LINE SPRINKLER IF OFFSET LENGTH EXCEEDS 2’-0", PROVIDE PIPE HANGER DROP NIPPLE NIPPLE CLOSE REDUCER CEILING SUSPENDED SPRINKLER SHOWN) (RECESSED PENDENT SPRINKLER PER SPEC RETURN BEND DETAIL SCALE: NONE ELBOW (TYPICAL) DESCRIPTIONSYMBOL FIRE PROTECTION SYMBOL LIST QUICK RESPONSE UPRIGHT SPRINKLER HEAD POINT OF CONNECTION SIDEWALL SPRINKLER HEAD NTS NOT TO SCALE (ETR)EXISTING TO REMAIN GC GENERAL CONTRACTOR PC PLUMBING CONTRACTOR FC FLUSHING CONNECTION NEW PIPING S SPRINKLER MAIN/BRANCH PIPING (S) ELBOW DOWN DRAIN VALVE ELBOW UP CHECK VALVE TOP TEE CONNECTION FLUSHING CONNECTION SHUT-OFF VALVE WITH TAMPER SWITCH (TS) EXISTING WORK TO BE REMOVED AFF ABOVE FINISHED FLOOR MC MECHANICAL CONTRACTOR EC ELECTRICAL CONTRACTOR (E)EXISTING PIPING FP FIRE PROTECTION SERVICE (FP) D SPRINKLER DRAIN PIPING (D) 45OFFSET BOTTOM/TEE CONNECTION PIPE CONTINUATION QUICK RESPONSE PENDENT SPRINKLER HEAD POINT OF DISCONNECTION FS FLOW SWITCH (FS) INSPECTOR’S TEST CONNECTION (ITC) (E)EXISTING QR CONCEALED PENDENT SPRINKLER HEAD GENERAL FIRE PROTECTION NOTES: S. R. Q. P. O. N. M. L. K. J. I. H. G. F. E. D. C. B. A. SPRINKLER HEADS LOCATED IN CENTER OF CEILING TILES. PIPING SHALL BE INSTALLED AND CONCEALED ABOVE FINISHED CEILINGS WITH EXPOSED PIPING WITHIN FINISHED SPACES. LABEL ALL PIPING, SHUT OFF VALVES AND TEST CONNECTIONS. PAINT ALL AND STARTUPS. REMOVAL, FLUSHING SYSTEMS OF DIRT AND SCALE CAUSED BY SHUTDOWNS PROVIDE FOR THE DRAINING AND REFILLING OF PIPING SYSTEMS, INCLUDING AIR THE REQUIRED SERVICE CLEARANCES. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF SECURITY OFFICE AND FIRE DEPARTMENT FOR ALL SYSTEM SHUTDOWNS. OTHER TRADES PRIOR TO CONSTRUCTION. PROVIDE ADVANCE NOTIFICATION TO COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE OWNER AND LEGALLY DISPOSE ALL MATERIALS TO A LOCATION OFF SITE. DISPOSE OF ALL WASTE MATERIALS CAUSED BY WORK OF THIS CONTRACTOR. STORAGE SPACES LESS THAN 8 FT. ABOVE FLOOR. DUCTWORK IN MECHANICAL ROOMS, AND FOR SPRINKLERS IN MECHANICAL AND PROVIDE SPRINKLER GUARDS FOR ALL SPRINKLERS, LOCATED BELOW IN THE OPEN POSITION. PROTECTION VALVES. ALL SHUTOFF VALVES SHALL BE CHAINED AND LOCKED PROVIDE TAMPER SWITCHES, CHAINS AND BREAKABLE LOCKS FOR ALL FIRE HEADS WHERE REQUIRED BY NFPA-13. HEADS. THE CONTRACTOR TO PROVIDE HIGH TEMPERATURE SPRINKLER THE PLANS DO NOT INDICATE THE LOCATION OF HIGH TEMPERATURE SEALED WITH A NON-HARDENING SEALANT ON BOTH SIDES OF THE WALL. ALL PENETRATIONS THROUGH NON RATED WALLS SHALL BE SLEEVED AND CONDITION TO BE FIRESTOPPED BY OTHERS. WALLS AND FLOORS. SLEEVES SHALL BE INSTALLED AND LEFT IN A SHALL PROVIDE SLEEVES FOR ALL PIPING PENETRATING THROUGH RATED OTHERWISE SHOWN ON THE ARCHITECTURAL DRAWINGS. THIS CONTRACTOR INCLUDING, BUT NOT LIMITED TO, EQUIPMENT, PIPING, ETC., UNLESS PROVIDED BY THIS CONTRACTOR FOR INSTALLATION OF FP SYSTEMS ALL NEW PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS SHALL BE OPERATION, SERVICE, AND MAINTENANCE OF EQUIPMENT. INSTALL EQUIPMENT AND PIPING TO AVOID INTERFERENCE WITH THE OBSTACLES, AND WORK OF OTHER CONTRACTORS. PIPING AND LOCATION OF EQUIPMENT, ETC. TO ACCOMMODATE WORK, WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL MAKE SUCH CHANGES IN DRAWINGS DO NOT INDICATE ALL OFFSETS, CHANGES IN ELEVATION, ETC. THE SPECIFICATIONS. THE SAME MANNER AS IF THEY APPEARED ON BOTH THE DRAWINGS AND FOR IN THE SPECIFICATIONS ONLY, SHALL BE FURNISHED AND INSTALLED IN ITEMS OF WORK OR EQUIPMENT SHOWN ON THE DRAWINGS ONLY, OR CALLED OF THE TRADE, NFPA AND THE AHJ WITHOUT ADDITIONAL COST. COMPLETE THE SYSTEM IN ACCORDANCE WITH THE BEST PRACTICE SHALL FURNISH AND INSTALL ANY COMPONENT NECESSARY TO TO SHOW EVERY ITEM OF WORK OR EQUIPMENT. THE CONTRACTOR COMPONENTS SHALL BE PROVIDED. THE PLANS ARE NOT INTENDED MAINS, BRANCH LINES, SPRINKLER HEADS, EQUIPMENT AND SYSTEM ARRANGEMENT OF PIPING, SPRINKLER HEADS AND EQUIPMENT. ALL THE PLANS ARE DIAGRAMMATIC AND INDICATE ONLY THE GENERAL PERFORM HYDRAULIC CALCULATIONS TO DETERMINE FINAL PIPE SIZES. ANY PIPE SIZES SHOWN ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL SPECIFICATIONS AND DRAWING NOTES. THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED, REFER TO AND THE AUTHORITY HAVING JURISDICTION. IN COMPLIANCE WITH THE STATE CODE REFERENCED EDITION OF NFPA 13,14 PROVIDE A COMPLETE FIRE PROTECTION SPRINKLER SYSTEM FOR ALL SPACES THESE NOTES ARE APPLICABLE TO THE FULL SET OF CONTRACT DRAWINGS. 1 2 FP-001 FP-001 AREAS ABOVE. NEW SPRINKLER HEAD TYPES TO MATCH EXISTING RESPONSE TYPE IN ADJACENT JOISTS OR BRIDGING RIBS WITHOUT PRIOR APPROVAL. DO NOT DRILL, CORE OR CUT ANY PORTION OF EXISTING COLUMNS, BEAMS, STRUCTURAL ENGINEER’S RECOMMENDATIONS. ALL PENETRATION SHALL BE PROVIDED IN STRICT ACCORDANCE OF THE COORDINATED WITH THE STRUCTURAL ENGINEER PRIOR TO MAKING PENETRATION. ALL NEW PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS SHALL BE AT NO EXPENSE TO THE OWNER. DEMOLITION , STORAGE OR REINSTALLATION SHALL BE REPLACED WITH NEW ORIGINAL INSTALLATIONS. ANY CEILING SYSTEM COMPONENT DAMAGED DURING CONTRACTOR SHALL REINSTALL THE CEILING SYSTEMS TO MATCH THE CONTRACTOR. AFTER COMPLETION OF ALL DEMOLITION OR NEW WORK, THE OWNER. THE STORAGE OF ALL MATERIAL IS THE RESPONSIBILITY OF THE OF ALL MATERIAL SHALL BE IN AREAS OR LOCATIONS APPROVED BY THE REINSTALLATION IS THE RESPONSIBILITY OF THE CONTRACTOR. THE STORAGE TO THE CEILING SYSTEMS. STORAGE OF CEILING SYSTEM COMPONENTS FOR THE EXISTING CEILINGS SHALL BE REMOVED IN A MANNER TO AVOID DAMAGE DRAWINGS, FOR PERFORMING DEMOLITION OR NEW WORK WITHIN THE BUILDING. EXISTING CEILINGS, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND REPLACE CONTRACT. ANY DEMOLITION OR INSTALLATION OF NEW WORK THAT IS PART OF THIS FIRE PROOFING WHICH IS DISTURBED OR REMOVED DURING THE COURSE OF THIS CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF EXISTING OR NEW EXISTING SURFACES. MATERIALS FOR RESTORATION OF EXISTING SURFACES SHALL MATCH THE BE THE RESPONSIBILITY OF THIS CONTRACTOR UNLESS INDICATED OTHERWISE. CEILINGS AND FLOORS TO ACCOMMODATE THE INSTALLATION OF WORK SHALL ALL COSTS FOR CUTTING, PATCHING, AND PAINTING OF EXISTING WALLS, SPRINKLER MAIN. POINT DRAIN VALVE. WHERE NOT POSSIBLE PROVIDE AUXILIARY DRAINS ON ARRANGE WET AND DRY PIPE SPRINKLER SYSTEMS TO DRAIN BACK TO A LOW Z. Y. X. W. V. U. T. SCALE: NONE 3 FP-001 CORNELL UNIVERSITY - TYPICAL FLUSH ASSEMBLY A. FLUSHING DETAIL NOTES: PROVIDE ON ALL MAINS, CROSS MAINS, BRANCHES AND RUN OUTS SIZE REFER TO PLAN FOR SPINKLER CROSS MAIN SPRINKLER HEAD FULL SIZE FLUSHING VALVE FULL PIPE CAP NO SCALE & SYMBOLS LIST GENERAL NOTES FP000 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 2 0 16’SCALE: 1/8"=1’-0"4’8’ NORTH 1 0 16’SCALE: 1/8"=1’-0"4’8’ NORTH 1 1 1 1 FPD100 GROUND FLOOR FIRE PROTECTION - DEMO PLAN FIRST FLOOR FIRE PROTECTION - DEMO PLAN FPD100 DEMOLITION NOTES: 1 (ETR) (ETR) (ETR) (ETR) (ETR) 1" 1" 1" 1" 1" PIPING AS REQUIRED BACK TO ACTIVE MAIN AND CAP. DISCONNECT AND REMOVE (E) SPRINKLER HEAD AND ASSOCIATED REQUIRED AT FIRST FLOOR LEVEL NO DEMOLITION OF SPRINKLERS "=1’-0"8 1 PROTECTION DEMO FLOOR PLAN - FIRE FPD100 SHOWN ON ARCHITECTURAL DRAWINGS. OPENINGS WITH NEW STOREFRONT WINDOWS OF EXISTING SPRINKLER HEADS AT WINDOW COORDINATE RELOCATION AND MODIFICATION SHOWN ON ARCHITECTURAL DRAWINGS. OPENINGS WITH NEW STOREFRONT WINDOWS OF EXISTING SPRINKLER HEADS AT WINDOW COORDINATE RELOCATION AND MODIFICATION 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 K J H G F E D 32 31 28 31.8 K.6 30 29 UP DN K J H G F E D 32 31 28 31.8 K.6 30 ATRIUM G90 LOUNGE STUDENT G78 CENTER LEARNING STUDENT G80 29 1 0 16’SCALE: 1/8"=1’-0"4’8’ NORTH (ETR) (ETR) 1"1"(E)S(E)S1" 1"(E)S(E)S(E)S1" 1"1" 1" 1" FPD101 SECOND FLOOR FIRE PROTECTION - DEMO PLAN 1 DEMOLITION NOTES: CAP. ASSOCIATED PIPING BACK TO POINTS INDICATED AND DISCONNECT AND REMOVE (E) SPRINKLER HEAD(S) AND 1 2"(E)S(ETR)(ETR) 1 1"1" "=1’-0"8 1 PROTECTION DEMO FLOOR PLAN - FIRE FPD101 SHOWN ON ARCHITECTURAL DRAWINGS. OPENINGS WITH NEW STOREFRONT WINDOWS OF EXISTING SPRINKLER HEADS AT WINDOW COORDINATE RELOCATION AND MODIFICATION 11 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 K J H G F E D 32 31 28 31.8 30 29 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’FP100 2 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’FP100 GROUND FLOOR FIRE PROTECTION PLAN - NEW WORK FIRST FLOOR FIRE PROTECTION PLAN - NEW WORK CENTER LEARNING STUDENT G80 LOUNGE STUDENT G78 DRAWING NOTES: 1 2"(E)SS 2" MEZZANINE 178A AFFAIRS ALUMNI 178 1" 1" 1"S1"S1" 1" 1"S1" 1"S1" 2"2" 1" 1"1" 1" 1" 1" 1" 1" 1" SPRINKLERS IN THIS AREA REFER TO 2/FP100 FOR 1 "=1’-0"8 1 FP100 PROT. NEW WORK FLOOR PLAN - FIRE 1" UNIT HEATER TRENCH MAIN DOWN TO CABINET 1" FIRE PROTECTION S2 2 3 2 2 2 2 1" 1" 1"S2" STOREFRONT WINDOWS SHOWN ON ARCHITECTURAL DRAWINGS. SPRINKLER HEADS AT WINDOW OPENINGS WITH NEW COORDINATE RELOCATION AND MODIFICATION OF EXISTING COVERAGE FOR RENOVATED AREA PER NFPA 13. CONNECT 2" S TO (E) MAIN. PROVIDE COMPLETE SPRINKLER 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 K J H G F E D 32 31 28 31.8 30 L2M L 29 G2 DN UP OPEN TO BELOW K J H G F E D 32 31 28 31.8 30 L2 L 29 G2 28.9 30.9 UP DN 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’FP101 SECOND FLOOR FIRE PROTECTION PLAN - NEW WORK (ETR) (ETR) 1" 1"(E)S1" 2"(E)S2"(E)S(ETR)(ETR) 1" S 1"1"1" 1" S 1"1"1" 1" S 1"1"1" 2"2"S1 DRAWING NOTES: 1 1" S 2 2 "=1’-0"8 1 PROT. NEW WORK FLOOR PLAN - FIRE FP101 STOREFRONT WINDOWS SHOWN ON ARCHITECTURAL DRAWINGS. SPRINKLER HEADS AT WINDOW OPENINGS WITH NEW COORDINATE RELOCATION AND MODIFICATION OF EXISTING CONNECT 1" S TO (E) BRANCH MAIN. COVERAGE FOR RENOVATED AREA PER NFPA 13. CONNECT 2" S TO (E) MAIN. PROVIDE COMPLETE SPRINKLER 3 3 3 33 1" 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 UP UPUP DN K J H G F E 32 31 31.8 30 L2M CLASSROOM EXISTING 278 FOOD LAB EXISTING 280 29 INFILL 276 G2 CORRIDOR EXISTING 20055 28.9 30.9 31.5 AV CLOSET 276C NO SCALE & SYMBOLS LIST GENERAL NOTES P000 DESCRIPTION PLUMBING SYMBOL LIST SYMBOL POINT OF CONNECTION NTS NOT TO SCALE (ETR)EXISTING TO REMAIN BFF BELOW FINISHED FLOOR ELBOW DOWN 45OFFSET ELBOW UP (E)EXISTING PIPING BOTTOM/TEE CONNECTION NEW PIPING LOCATED BELOW FLOOR/SLAB TOP TEE CONNECTION HOT WATER PIPING (HW) "P" TRAP PIPE CONTINUATION CAP OR PLUG FLOOR DRAIN (FD) / FLOOR SINK (FS) INDIRECT WASTE PIPING (IW)IW ST STORM WATER SEWER PIPING (ST) NATURAL GAS PIPING (G)G EXISTING WORK TO BE REMOVED POINT OF DISCONNECTION (E)EXISTING AFF ABOVE FINISHED FLOOR NEW PIPING LOCATED ABOVE FLOOR/SLAB COLD WATER PIPING (CW) HOT WATER RECIRCULATING PIPING (HWR) SANITARY SEWER PIPINGSAN SHUT OFF VALVE BALANCING VALVE SOLENOID VALVE UNION VENT PIPING GATE VALVEAND WASTE STACKS. PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY SIZES. REFER TO EQUIPMENT/ FIXTURE SCHEDULE FOR FINAL CONNECTION STARTUPS. SYSTEMS OF DIRT AND SCALE CAUSED BY SHUTDOWNS AND INCLUDING AIR REMOVAL, RESETTING OF FLUSH VALVES, FLUSHING PROVIDE FOR THE DRAINING AND REFILLING OF PIPING SYSTEMS, TRADES OF THE REQUIRED SERVICE CLEARANCES. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER FIRESTOPPING FOR ALL PENETRATIONS. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE REPLACE ALL DAMAGED TILES. COMPLETION OF WORK, REPAIR ALL DAMAGED CEILING SURFACES, CEILING, PROVIDE FOR THE REMOVAL OF THE CEILING. UPON WHERE NEW WORK IS TO BE INSTALLED ABOVE AN EXISTING PROTECT BUILDING AND FURNISHINGS FROM DAMAGE. REMOVE EXISTING CONSTRUCTION IN THE WAY OF NEW WORK. OWNER AND OTHER TRADES PRIOR TO CONSTRUCTION COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE MATERIALS TO A LOCATION OFF SITE. CAUSED BY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS APPROVAL. MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO ARCHITECTS THIS CONTRACTOR, REPAIR AND/OR REPLACE WITH SIMILAR WHEN EXISTING CONSTRUCTION IS DAMAGED DURING WORK BY SCOPE OF WORK. PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE SUCH WORK MAY EXIST, HOWEVER, LOCATION AND SIZE ARE NOT LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS DOCUMENTS. THESE NOTES ARE APPLICABLE TO THE FULL SET OF CONTRACT GENERAL NOTES: L. K. J. I. H. G. F. E. D. C. B. A. MEMBER STRUCTURAL STEEL --- - SCALE: NONE 5’-0" MAX.FLOOR FINISHED UNION GAS EQUIPMENT CONNECTION DETAIL LEG WITH CAP 6" LONG DIRT FULL SIZE GENERAL NOTES: P.C. IS RESPONSIBLE FOR FINAL CONNECTION. VERIFY CONNECTION SIZES, QUANTITIES AND LOCATIONS WITH M.C. GAS CONNECTION ON EACH PIECE OF EQUIPMENT. PROVIDE SHUT-OFF VALVE, DIRT LEG AND UNION AT EACH C. B. A. PIPE SIZES SEE PLANS FOR VALVE GAS SHUT-OFF P000 2 SCALE: NONE CONDENSATE DRAIN DETAIL (TYPICAL) UNION FITTINGS AS NEEDED OUTLET. PROVIDE ALL CONNECT TO DRAIN " DETAIL NOTES: DOMESTIC COLD WATER OF THE PIPE CONTENTS. AND MATCHING THE FLOW DIRECTION BOTH ENDS OF THE PIPE FUNCTION LABEL PROVIDE 360 WRAP OVERLAPPING FLOW DIRECTION LABEL. P000 1 SCALE: NONE PIPE FUNCTION LABEL PIPING IDENTIFICATION LABEL DETAIL F. E. D. C. B. A. SEE SPECIFICATION FOR OTHER REQUIREMENTS AND LIST OF PIPE FUNCTIONS. LABELS SHALL BE, COLOR CODED, PRE-PRINTED, SELF ADHESIVE VINYL IN THE AIR AND ON THE TOP HALF OR SIDES OF PIPES MOUNTED LOW. WOULD NORMALLY BE SEEN. IE. ON THE BOTTOM HALF OF PIPES LABELS TO BE LOCATED IN AN EASILY VISIBLE LOCATION AS THEY EVERY PIPE UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS. PROVIDE LABELS IN LARGE SPACES ON MAXIMUM 20’-0" CENTERS FOR PIPE PASSES THROUGH. PROVIDE AT LEAST ONE LABEL ON EACH PIPE FOR EVERY ROOM THE PROVIDE A PIPE LABEL FOR EACH PIPE FUNCTION. (BY MC). FAN COIL UNIT GAS FIRED EQUIPMENT 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ 2 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ DRAWING NOTES: 1 "=1’-0"8 1 GROUND FLOOR PLUMBING PLAN - NEW WORK P100 P100 FIRST FLOOR PLUMBING PLAN - NEW WORK P100 PLUMBING FLOOR PLAN - 1 2 (E)CD(E)CDCDCO CO 3 " " 1" 1" 1" 2 3 4 4 CO IW" 1" 5 5 5 6 6 6 (E)CD(E)CD""" 1" 7 7 7 DRAIN UP (E)" CD PROVIDE " IW PIPING UP. FOR RELOCATED FAN COIL UNIT ON FLOOR ABOVE. PROVIDE DISCONNECTION, REMOVAL AND CONNECTION OF IW WASTE PIPING FITTINGS AND NO LEAD SOLDER WITH 1" THICK FIBERGLASS INSULATION. INDIRECT WASTE PIPING SHALL BE TYPE L COPPER PIPING, WROUGHT COPPER OTHERS. PROVIDE " IW PIPING WITH P-TRAP TO FAN COIL UNITS PROVIDED BY FOR PIPING CONTINUATION. DROP 1" IW PIPING. REFER TO GROUND FLOOR PLAN ON THIS DRAWING 1" IW PIPING UP. OF EXISTING IW PIPING. OFFSET IW PIPING WITH BEND ELBOWS TO MATCH PIPE ELEVATION CONNECT 1" INDIRECT WASTE PIPING (IW) TO EXISTING IW PIPING. 8 8 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 K J H G F E D 32 31 28 31.8 30 L2M L 29 G2 DN UP MEZZANINE EXISTING 10054 AFFAIRS ALUMNI EXISTING 174 OPEN TO BELOW EXISTING 180 K J H G F E D 32 31 28 31.8 30 L2 L 29 G2 28.9 30.9 LOUNGE STUDENT EXISTING G70 CENTER LEARNING STUDENT EXISTING G80 ATRIUM EXISTING G0051 UP DN 425 SF VESTIBULE G0052 1 NORTH 0 16’SCALE: 1/8"=1’-0"4’8’ 1 DRAWING NOTES: 2 "=1’-0"8 1 SECOND FLOOR PLUMBING PLAN - NEW WORK P101 P101 PLUMBING FLOOR PLAN - 1 2 3G G G (E)G(E)G1" 1" 4" 3 4 5 " IW PIPING DN. OTHERS. PROVIDE " IW PIPING WITH P-TRAP TO FAN COIL UNITS PROVIDED BY WITH ALL OTHER TRADES PRIOR TO INSTALLATION. GAS PIPING SHALL BE INSTALLED IN SOFFIT, COORDINATE PIPE ROUTING OF DROP AND REDUCE TO " FOR CONNECTION TO FIREPLACE (60 CFH). DROP 1" GAS PIPING TO FIREPLACE. PROVIDE A 6" DIRT LEG AT BOTTOM CONNECT 1" GAS PIPING FOR FIREPLACE TO EXISTING 4" GAS PIPING. 4 5IW 2 2 2 Feb 27 2014 PR 1-9 & ASI 001 2012.21786School of Hotel AdministrationCornell UniversityIthaca, NY 14853Clark Engineering New Lebanon, NY 12125 20 Shaker Road, PO Box 730 518.794.8613 M/E Engineering 150 North Chestnut Street Rochester, New York 14604 585.288.5590East Avenue Entry and Second Floor InfillNo.Date Description REVISIONS K S S A R C H I T E C T S L L P Project No.: Issued: Scale: Tel: 215-320-3000 Philadelphia, PA 19106 150 South Independence Mall West Public Ledger Building, Suite 944 DOCUMENTS 100% CONSTRUCTION MEP / FP: LANDSCAPE: Trowbridge Wolf Michaels, LLP Ithaca, New York 14805 607.277.1400 1001 West Seneca Street, Suite 101 STRUCTURAL / CIVIL: ARCHITECT: 12/09/2013 1 Jan 17 2014 Addendum 4 UP UPUP DN K J H G F E 32 31 31.8 30 L2M CLASSROOM EXISTING 278 FOOD LAB EXISTING 280 29 INFILL 276 G2 CORRIDOR EXISTING 20055 28.9 30.9 31.5 AV CLOSET 276C