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HomeMy WebLinkAbout_ALL Volume 2 Conformed Set 199123 456 891011121314151617181920 6.18.1 8.910.1 2.6 A B C D E F G H J K L M N P Q O R S T Q.1 Q.6 R.3 20.2 02 0205 0508 08 R.5 20.3 R.4 Building Services 172A Elev F.1 10071 Egress Stair S 10004 Egress Stair N 10002 Elev P.1 10070 Egress Stair W 10001 Drop Tower Shaft 195 South Corridor 10042 Small Medium Classroom 102 Large Multi-Purpose Conference 106 Pantry Kitchen 110 Informal Collaboration 115 AV Storage 102A AV Storage 106A AV Storage 142A AV Storage 152A Lounge 116 Small Classroom 152 MAE Wind Tunnel Equipment 154 Small Classroom 146Large Flexible Classroom 142 Fluid Dynamics - Wind Tunnel Lab 166 Wind Energy Lab (Barthelmie) 168 Fluid Dynamics - Tow Tank Lab 160 Fluid Dynamics - Water Channel Lab 162 AV Storage 146A Terrace Vestibule 119 West Corridor 10040 NE Lobby 10041 NE Vestibule 10046 Grumman Corridor 10048 Toilets 10024 Custodial 10026 Open Stair NE 10003 Exhibition 140 Exhibition 325 Elec 10060 Elec 10063 Circulation 10047 Mail Room 141 Acct Representatives 143 Acct Representatives 147 Lead Finance 149 Research Admin 151 Elec 10062 Telecom 128 Unisex 10020 Men 10022 Women 10023 Custodial 10061 Toilets 10025 Grumman Labs GRU10 Grumman Offices GRU11 Grumman Offices GRU12 Grumman Labs GRU13 Director MAE 139 UG Program Asst & Work Study 127 Undergrad Advisor/Coord. 129 Director Administration 137 (E)4"STANDPIPE (E)FHV (E)4"STANDPIPE (E)FHV 6"COMBINED STANDPIPE FHV 1 4"FP SEE DRAWING FP-2011 FOR CONTINUATION TO GRUMMAN 1 SPRINKLERS SHALL BE INSTALLED BELOW AND ABOVE CUSTOM CEILING. CONCEALED PENDANT HEADS SHALL BE LOCATED IN FLAT PORTIONS OF CEILING SUCH THAT WATERFLOW IS UNOBSTRUCTED TO FLOOR. SEE ARCHITECTURAL RCP DRAWINGS FOR EXTENT OF CUSTOM CEILING. 1 1/2"FP 2"FP 1 1/4"FP 2"FP 4"FP 1 1/2"FP 1 1/4"FP 2"FP 1 1/2"FP 1 1/4"FP 1 1/2"FP 2"FP 2"FP 1 1/2"FP 2"FP 1 1/2"FP 1 1/2"FP 2"FP 2"FP 1 1/2"FP 1 1/2"FP 1 1/2"FP 4"FP 4"FP 4"FP 4"FP 1 1/2"FP 2 1/2"FP 1 1/2"FP 1 1/2"FP 4"FP 4"FP 3"FP 1 1/2"FP 4"FP 4"FP 2"FP UP/DN 2 NOTE: ADD-ALT THIS AREA PROVIDE SPRINKLERS IN CUSTOM CEILING ACP-4 RE: A-2301A 4"FP 1 1/2"FP 1 1/2"FP 1 1/4"FP2"FP2 1/2"FP3"FP 1 1/4"FP 3 FP-5000 1"FP 1 1/4"FP FHC 2"FP 1 1/2"FP 2-1/2"DN TO FHC 4"FP4"FP4"FP 3"FP COVERAGE DESIGN DENSITY SHLAL BE 0.15 GPM/S.F. Sheet Title Approved Checked Drawn Job Number Date Sheet Information Revisions MEP FP ME Engineers 29 West 38th Street, 5th Floor New York, NY 10018 t 212.447.6770 f 212.447.6615 STRUCTURAL ENGINEER/ SUSTAINABILITY CONSULTANT Thornton Tomasetti 51 Madison Ave. New York, N.Y. 10010 t 917.661.7800 f 917.661.7801 LIGHTING CONSULTANT Lumen Architecture 214 W 29th Street Suite 1005 New York, NY 10001 t 212.564.6469 f 917.591.2524 LANDSCAPE ARCHITECT Trowbridge Wolf Michaels 1001 West Seneca Street Suite 101Ithaca, NY 14850 t 607.277.1400 f 000.000.0000 162345 A E B C D 162345 A E B C D Copyright © 2013 Perkins+Will 227 West 29th Street, 7th Flr. New York, NY 10001 t: 212 505-5955 f: 212 505-1648 CIVIL ENGINEER TG Miller PC 203 North Aurora Street Ithaca, NY 14850 t 607.272.6477 f 607.273.6322 AV / ACOUSTICS The Sextant Group 244 Madison Avenue Suite 311 New York NY 10016 t 877.684.2311 f 412.323.8538 CODE CONSULTANT Code Consultants Professional Engineers, PC 215 West 40th Street 15th Floor New York, NY 10018 t 212.216.9596 f 212.216.9619 C:\Users\edgar.avila\Documents\Upson Hall_MECH_PLUMB_FP_brian.shassian@me-engineers.com.rvtFP-2001 FIRE PROTECTION CONSTRUCTION OVERALL PLAN - LEVEL 01 MEE MEE 031549.000 11/07/2014 MEE Upson Hall Renovation 124 Hoy Rd, Ithaca, NY 14850 Cornell University 215 Park Avenue South 4th Floor New York, NY 10003 t 212.251.7000 f 212.251.7111 www.perkinswill.com GENERAL NOTES 1. PROVIDE FLUSHING VALVES ON MAINS AND BRANCHES TO FACILITATE POST- CONSTRUCTION CLEANING AND FLUSHING OF THE SYSTEM. VALVES SHALL BE LOCATED BY THE CONTRACTOR DURING THE SHOP DRAWING PHASE. VALVES SHALL BE SIZED PER NFPA 25 IN ORDER TO OBTAIN MINIMUM OF 10 FT/S VELOCITY. ENGINEER OF RECORD SHALL USE HYDRAULIC CALCULATIONS TO DETERMINE NUMBER OF VALVES REQUIRED. 2. ALL FLOOR CONTROL VALVE ASSEMBLIES (FCVA) SHALL INCLUDE THE GLOBAL VISION INC ZONE CHECK FLOW SWITCH ASSEMBLY WITH KEY-OPERATED WALL SWITCH. 3. EACH SPRINKLER HEAD SHOWN ON PLANS SHALL BE PROVIDED WITH AN ADDITIONAL 2 FEET OF PIPING FOR CONNECTION TO NEAREST BRANCH OR MAIN. 4. SPRINKLER PIPING SERVING UP TO 2 SPRINKLER HEADS SHALL BE 1" UNLESS OTHERWISE NOTED. 5. COVERAGE DESIGN DENSITY SHALL BE 0.10 GPM/S.F., UNLESS OTHERWISE NOTED. 6. PROVIDE 2" DRAIN FROM EACH FLOOR CONTROL VALVE ASSEMBLY TO EXISTING DRAIN RISER. SEE RISER DIAGRAM ON FP- 0000. 7. ALL BRANCH PIPES 2" AND UNDER, OVER 5' LONG, IN EXPOSED CEILINGS SHALL BE INSTALLED TIGHT TO CEILING. ADDITIONAL OFFSETS, ELBOWS, ETC MAY BE REQUIRED FOR COORDINATION WITH STRUCTURAL ELEMENTS OR OTHER SYSTEMS NOT EXPLICITLY SHOWN ON DRAWINGS. 8. REFER TO ARCHITECTURAL DRAWINGS FOR DESIGN GUIDELINES FOR LAYOUT AND PLACEMENT OF ALL EXPOSED INFRASTRUCTURE INCLUDING PIPING, SPRINKLERS, CONDUIT, DUCTWORK, CABLE TRAYS, LIGHTING AND CEILING DEVICES. CONSULT ARCHITECT IF ANY QUESTIONS ARISE ABOUT DESIGN INTENT. KEYNOTES# 3/32" = 1'-0"1 FIRE PROTECTION CONSTRUCTION OVERALL PLAN - LEVEL 01 NO ISSUE DATE 1 100% DD DOCUMENTS 14/08/28 2 50% CONSTRUCTION DOCUMENTS 14/11/07 3 BID SET 15/02/27 4 Addendum No. 3 15/03/31 1 PROVIDE LOCAL ALARM BELL ON EXTERIOR OF BUILDING. BELL SHALL BE INITIATED BY ANY FLOW DETECTION DEVICE IN THE BUILDING FIRE PROTECTION SYSTEM. 2 PROVIDE SPRINKLERS IN SPRAY BOOTH AND SPRAY BOOTH EXHAUST DUCT. COVERAGE IN BOOTH SHALL BE 0.3 GPM/SF. HEADS IN DUCTS SHALL BE SPACED 12’ O.C. HORIZONTALLY OR 24’ O.C. VERTICALLY. COORDINATE WITH DUCT ACCESS DOORS. HEADS SHALL BE COVERED WITH POLYETHYLENE OR CELLOPHANE BAGS HAVING A MAXIMUM THICKNESS OF 0.003 IN, OR WITH THIN PAPER BAGS. SEE DETAIL ON DRAWING FP-3000.