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_ALL Volume 2 Conformed Set 201
123 456 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 Taylor Design Studio 242 Machine Shop / Support 252 Heat Transfer Instruction 260 Bellis Fluid Mechanics Instruction 256 Engineered Materials Instruction 264 Exam Storage/Workroom 246 Egress Stair W 20001 Med. Conf./Study 205A Small Medium Classroom 202 Medium Classroom 206 Medium Large Classroom 216 Medium Classroom 222 Egress Stair N 20002 Meeting 215 CIT Lab Staff Office 223 Egress Stair S 20004 Teaching Support 248 Elev F.2 20071 Elev P.2 20070 AV Storage 206A Drop Tower Prep Lab 272 AV Storage 222A Teaching Support Specialist 273 Lactation Room 221 Teaching Support Specialist 266 Teaching Support Specialist 268 Sm. Conference 219 AV Storage 216AAV Storage 202A Teaching Support 264A Swanson Lab for Adv. Engineering Simulation 240 Shaft SH206 Restroom 20027 West Corridor 20040 NE Corridor 20041 South Corridor 20042 Elec 20060 Teaching Labs Support Shop 270 Custodial 20064 Open Stair NE 20003 Storage / Closet 264B Elec 20063 Elec 20062 Telecom 228 Unisex 20020 Men 20022 Women 20023 Custodial 20061 Med. Conf./Study 205 Med. Conf./Study 205CMed. Conf./Study 205B Circulation 20044 Touch-Down / Hoteling Workspace 201 Grumman Labs GRU22 Grumman Offices GRU21 (E)4"STANDPIPE (E)FHV 6"COMBINED STANDPIPE FHV (E)4"STANDPIPE (E)FHV FHC 4"SP SEE DRAWING FP-2012 FOR CONTINUATION TO GRUMMAN COVERAGE DESIGN DENSITY SHALL BE 0.2 GPM/S.F. 2 1/2"FP2"FP 1 1/2"FP 2-1/2"DN TO FHC 4"FP 2"FP 1 1/2"FP 1 1/2"FP 2"FP 2"FP 2"FP 1 1/2"FP 2"FP 1 1/4"FP 1 1/2"FP 1 1/2"FP 2"FP 2"FP 2"FP 2"FP 2"FP 2"FP 1 1/2"FP 1 1/2"FP2"FP 1 1/2"FP 1 1/2"FP 1 1/2"FP 2 1/2"FP 3"FP 3"FP 2"FP 4"FP 2"FP UP/DN 2 1/2"FP 2"FP 1 1/2"FP 2 1/2"FP 1 1/2"FP 11 1 1/2"FP 4"FP 4"FP 2 1/2"FP 4"FP 4"FP 1 1/2"FP 2 1/2"FP 1 1/2"FP 3 FP-5000 2 1/2"FP1 1/4"FP 2"FP 3"FP 2"FP 2"FP 2"FP 2 2 1 1/2"FP 2"FP 1 1/2"FP 2 1/2"FP 2"FP FHC 2-1/2"DN TO FHC 2 1/2"FP INSTALL FHC SO AS TO MAINTAIN RATING OF 3- HR FIRE BARRIER COVERAGE DESIGN DENSITY SHLAL BE 0.15 GPM/S.F. CIT Computer Lab 225 Shaft 20066 Informal Collaboration 231 Shaft SH202 Shaft SH203 Shaft SH204 Shaft SH205 Service Corridor 20024 Shaft SH209 Shaft SH210 Homework Collection 281 Shaft SH201 Shaft SH207 Shaft SH208 Circulation 20046 Shaft SH211 Shaft SH212 Shaft SH213 Bench Seating SH314 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-2002 FIRE PROTECTION CONSTRUCTION OVERALL PLAN - LEVEL 02 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 02 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 INSTALL SIDEWALL HEADS AT RECESSED FASCIA WITH HEAVY WIRE GUARDS(CHROME FINISH). SEE SECTION FP-5000 - 1. 2 PROVIDE SPRINKLERS SPACED 6’ ON CENTER BETWEEN 6” AND 12” OF DRAFT STOP AROUND STAIR OPENING (TYPICAL).