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F O U NDED5681ADCORNELLUNIVERS I T Y F O U NDED5681ADFACILITIESENGINEERINGNARCHIVE BAR CODEITHACA, NEW YORKARCH/STRUCT:CIVIL/ENV:ELECTRICAL:MECHANICAL:DATE:FACILITY:DESIGN:DRAWN:WWW.FCS.CORNELL.EDUIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.WARNINGREVISIONSARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING201 HUMPHREYS SERVICE BLDGITHACA, NEW YORK 14853-3701Cornell UniversitySHELDON COURTSHELDON COURTFIREPROTECTIONSYSTEMMODIFICATIONST-0019732971TITLE SHEETFE DESIGNTRF3090SEPTEMBER 26, 2018SHELDON COURT FIRE PROTECTION SYSTEMMODIFICATIONSGENERALT-001 TITLE SHEETARCHITECTURALA-101 INSULATION REPAIR PLANSFIRE PROTECTIONFP-001 GENERAL NOTES AND SYMBOL LEGENDSFP-101 PARTIAL FIRE PROTECTION FLOOR PLANSFP-102 ATTIC FIRE PROTECTION CONSTRUCTION PLANSFP-103 NORTH ATTIC FIRE PROTECTION HYDRAULIC CALCULATION REFERENCE PLANSFP-104 FIFTH FLOOR NORTH FIRE PROTECTION HYDRAULIC CALCULATION REFERENCE PLANSSITE LOCATION -SHELDON COURTSHELDON COURT -KEY PLANAREA OF WORKBUILDING CODE SUMMARYAPPLICABLE CODES1978 NEW YORK STATE BUILDING CODE2015 (EXISTING) IBC (ADOPTED BY NEW YORK STATE)NFPA 13 -1978 (CODE OF THE DAY)PROJECT SUMMARYTHIS PROJECT INCLUDES THE MODIFICATION OF THE DRY AND WETSPRINKLER SYSTEMS. THE WORK IS ALTERATION LEVEL 1 (REPAIR/REPLACEMENT OF EXISTING SYSTEMS)BUILDING LIMITATIONSCONSTRUCTION CLASSIFICATION:CLASSIFICATION OF HAZARDS:NONEHIGH-RISE BUILDING:NOEXTINGUISHING REQUIREMENT:THE EXISTING BUILDING IS SPRINKLEREDOCCUPANCYOCCUPANCY CLASSIFICATION:BUSINESS (B)BASEMENTFIFTH FLOOR/ATTICAREA OF WORKAREA OF WORKDRAWING INDEXPROJECT SCOPEFIRE PROTECTION -PROVIDE MODIFICATIONS TO THE EXISTING FIRE PROTECTION (SPRINKLER) SYSTEM AS REQUIRED TO CORRECT HYDRAULIC DEFICIENCIES. CONSTRUCTION DOCUMENTS SHALL INCLUDE HYDRAULIC DESIGN DATA WHICH COINCIDE WITH THE INCLUDED HYDRAULIC CALCULATIONS. HYDRAULIC DATA PLATES SHALL BE INCORPORATED ON THE SYSTEM.ARCHITECTURAL -REPAIR/REPLACEMENT OF EXISTING ATTIC INSULATION.PERSPECTIVE VIEWGENERAL SYMBOLS LEGENDEXTERIOR ELEVATION1111X-100X-1001111INTERIOR ELEVATION1X-100SECTION MARKER1X-100ENLARGED DETAIL#CONSTRUCTION KEYED NOTEDEMOLITION KEYED NOTE#DRAWING REVISION NOTE#LINETYPE: TO BE PROVIDED / NEWLINETYPE: DEMOLITION / TO BE RELOCATEDLINETYPE: EXISTING TO REMAIN1 8/24/18 ISSUE FOR DD REVIEW2 9/18/18 ISSUE FOR IFD CALC REVIEW3 9/24/18 ISSUE FOR COORDINATED REVIEW4 9/26/18 ISSUE FOR CONSTRUCTION
502503504505506507523508509510511512513514515516517518519520521522500JB500JA500TB500TA500E500SB500SA500CB500CA501501A501BDNDNATTIC ACCESSHATCH (E)FIRE WALL (E)MAN DOORACCESS (E)11111111111111WOOD TRUSSESTYP (E)CATWALK (E)34" DRY SPRINKLERPIPING333ATTIC ACCESSHATCH (E)22R-19 UNFACED FIBERGLASS BATT INSULATION2' -0"7 1/4"1 1/2"2" X 8" EXISTING ROOF TRUSSES @ 24" O.C.(R-13) 2" THICK FOIL FACED POLY150 (FOIL FACE DOWN) INSUL SET IN CONT. SEALANT BED SET ON NEW FURRING1" X 2" (3/4" X 1 1/2") CONTINUOUS WOOD NAILED INTO EXISTING ROOF TRUSSESCONTINUOUS SEALANT111CORNELLUNIVERS I T Y F O U NDED5681ADFACILITIESENGINEERINGNARCHIVE BAR CODEITHACA, NEW YORKARCH/STRUCT:CIVIL/ENV:ELECTRICAL:MECHANICAL:DATE:FACILITY:DESIGN:DRAWN:WWW.FCS.CORNELL.EDUIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.WARNINGREVISIONSARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING201 HUMPHREYS SERVICE BLDGITHACA, NEW YORK 14853-3701SHELDON COURTSHELDON COURTFIREPROTECTIONSYSTEMMODIFICATIONSA-1019732971INSULATIONREPAIR PLANSR. HERKOTRF3090SEPTEMBER 26, 2018SCALE: 1" = 10'-0"1ATTIC INSULATION FLOOR PLANSCALE: 1" = 10'-0"25TH FLOOR INSULATION PLANSCALE: 3" = 1'-0"3TRUSS INSULATION REPAIR DETAILSCALE: NO SCALE4TYPICAL INSULATION REPAIR LOCATIONA-101 KEYED DEMOLITION NOTES1 REMOVE EXISTING FIBERGLASS BATT INSULATION IN JOIST BAY. REFER TO 4/A-101FOR TYPICAL INSULATION REPAIR LOCATION.2 CUT OPENING IN EXISTING SHEETROCK CEILING AS REQUIRED TO PERFORM PIPINGMODIFICATIONS. REFER TO AND COORDINATE WITH FIRE PROTECTIONCONTRACTOR FOR REQUIRED EXTENT OF REMOVAL. REFER TO 5/A-101 FORREMOVAL LOCATION.A-101 KEYED CONSTRUCTION NOTES1 PROVIDE INSULATION BOARD AND BATT AS REQUIRED TO INSULATE JOIST BAY.REFER TO 3/A-101 FOR INSULATION SPECIFICATIONS AND INSTALLATION DETAILS.2 PATCH OPENING TO MATCH EXISTING. PRIME AND PAINT. FIRE CAULK ALLPENETRATIONS RELATED TO THE CEILING REPAIR.3 SPRINKLER PIPING TO BE HUNG FROM TOP CHORDS OF WOOD TRUSSES WITHIN 18INCHES OF PANEL POINTS. CENTER HANGERS ON DOUBLE 2X6 BLOCKINGSPANNING TO TRUSSES AND ORIENTED PERPENDICULAR TO TRUSSES. LOAD WILLBE SHARED BETWEEN TWO TRUSSES. SECURE BLOOCKING TO TRUSSES WITHSIMPSON FACE MOUNT HANGER LUS26-2. MAXIMUM MAX SPACING OF HANGERS IS6 FT.SCALE: NO SCALE5CEILING CUT/PATCHEXISTINGNEW22##1 8/24/18 ISSUE FOR DD REVIEW2 9/18/18 ISSUE FOR IFD CALC REVIEW3 9/24/18 ISSUE FOR COORDINATED REVIEW4 9/26/18 ISSUE FOR CONSTRUCTION01 3 6SCALE: 3"=1'-0"0510 20SCALE: 1"=10'-0"
CORNELLUNIVERS I T Y F O U NDED5681ADFACILITIESENGINEERINGARCHIVE BAR CODEITHACA, NEW YORKARCH/STRUCT:CIVIL/ENV:ELECTRICAL:MECHANICAL:DATE:FACILITY:DESIGN:DRAWN:WWW.FCS.CORNELL.EDUIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.WARNINGREVISIONSARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING201 HUMPHREYS SERVICE BLDGITHACA, NEW YORK 14853-3701SHELDON COURTSHELDON COURTFIREPROTECTIONSYSTEMMODIFICATIONSFP-0019732971GENERALNOTES ANDSYMBOLLEGENDST. JORDANTRF3090SEPTEMBER 26, 2018PIPING SPECIFICATIONS:1. GROOVED-END COUPLING GASKETS EMPLOYED ON DRY SYSTEMS SHALL BE SPECIFIC TO DRY-PIPE SYSTEMS2. CONTRACTOR SHALL PROVIDE A HYDRAULIC SYSTEM NAMEPLATE AT EACH SYSTEM ALARM CHECK VALVE AND INCLUDE THE INFORMATION LISTED ON THE HYDRAULIC CALCULATION REFERENCE PLANS.3. INSTALL FIRE PROTECTION SYSTEMS TO FACILITATE SERVICE, MAINTENANCE AND REPAIR OR REPLACEMENT OF COMPONENTS.4. ALL FIRE PROTECTION PIPING SHALL BE PITCHED BACK TOWARDS THE SOURCE AT 1/4 INCH PER 10 FOOT TO FACILITATE MAINTENANCE/DRAINING OF THE SYSTEM. 5. PROVIDE PIPE LABELS AND DIRECTIONAL ARROWS ON ALL NEW PIPING SYSTEMS. LABELS SHALL BE PRINTED PLASTIC WITH CONTACT-TYPE, PERMANENT ADHESIVE BACKING.6. PIPING SUPPORTS:INSTALLATION IN ATTIC - SUPPORT PIPING FROM EXISTING WOOD TRUSS STRUCTURE WITH THREADED SIDE BEAM BRACKETS, 1/4" X 2" LAG BOLTS (NO PRE-DRILLING), 3/8" ROD, AND CLEVIS HANGERINSTALLATION IN BASEMENT - SUPPORT PIPING FROM EXISTING CONCRETE DECK STRUCTURE WITH MECHANICAL EXPANSION ANCHORS, 3/8" ROD, AND CLEVIS HANGERS. FIRE PROTECTION SCOPE OF WORK1.0 MODIFY PORTIONS OF THE EXISTING WET AND DRY SPRINKLER SYSTEM PIPING ASREQUIRED TO MAKE THE SYSTEM HYDRAULICALLY ACCEPTABLE.2.0 COORDINATE WITH OTHER TRADES AS REQUIRED TO PROVIDE ACCESS TO PIPINGAND PENETRATIONS THROUGH WALLS.3.0 PROVIDE HYDRAULIC DATA PLATES FOR THE WET AND DRY SPRINKLER SYSTEMS.4 PROVIDE ACCEPTANCE, FLUSHING, AND HYDROSTATIC TESTING OF THE NEWPIPING SYSTEM.FIRE PROTECTION GENERAL NOTES1.0 IT IS THE INTENT OF THESE DRAWINGS TO PROVIDE MODIFICATIONS TO THEEXISTING WET AND DRY-PIPE FIRE PROTECTION SYSTEMS FOR THE PROTECTIONOF THE SHELDON COURT ATTIC AND FIFTH FLOOR SPACES.2.0 PRIOR TO ALTERATIONS, THE SPRINKLER CONTRACTOR SHALL FIELD VERIFYEXTENT OF ALTERATION AND NEW WORK, WITH REGARD TO EXISTING CONDITIONSAT PIPE PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND SOFFITS.3.0 ALL SPRINKLER COMPONENTS SHALL BE UNDERWRITER'S LABORATORIES (UL) ANDFACTORY MUTUAL (FM) APPROVED.4.0 NEW SPRINKLER SYSTEM PIPING SHALL BE INSTALLED IN EXPOSED CEILING AREASAS SHOWN ON PLANS. PIPING AND HANGER ASSEMBLIES SHALL BE UN-PAINTED.5.0 THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE GENERALARRANGEMENT OF THE ITEMS INCLUDED IN THE FIRE PROTECTION WORK. ASSUCH, CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM IN STRICTACCORDANCE WITH THE REQUIREMENTS OF FM GLOBAL STANDARDS, THE NFPA13-INSTALLATION OF FIRE PROTECTION SYSTEMS, THE NEW YORK STATE BUILDINGCODES, THE NEW YORK STATE FIRE CODES, LOCAL CODES, AND GOVERNINGAUTHORITIES. THE DESIGN OF FIRE PROTECTION SYSTEMS TO WITHSTAND SEISMICEVENTS SHALL BE IN ACCORDANCE WITH THE CRITERIA DEVELOPED BY THE NFPA.6.0 CONTRACTOR SHALL REQUEST SPRINKLER SYSTEM SHUTDOWNS THROUGHCORNELL CUSTOMER SERVICE (607.255.5322) A MINIMUM OF TEN (10) DAYS PRIORTO THE SHUTDOWN DATE. THE CONTRACTOR SHALL BEAR THE COST OF THEUTILITY SHUTDOWN. NOTIFY THE OWNER'S REPRESENTATIVE TO COORDINATEBUILDING FUNCTIONS WITH THE BUILDING COORDINATOR.7.0 COORDINATE THE EXACT LOCATION OF SPRINKLERS, EQUIPMENT, AND DEVICESWITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER TRADESDRAWINGS PRIOR TO ROUGH-IN AND INSTALLATION.8.0 SPRINKLER PIPING SHALL BE ARRANGED TO DRAIN THROUGH THE MAIN DRAINVALVE WHENEVER PRACTICAL. ALL TRAPPED SECTIONS OF PIPE, EXCEPT THOSESUPPLYING A SINGLE SPRINKLER, SHALL BE PROVIDED WITH A DRUM-DRIPASSEMBLY.9.0 PENETRATIONS THROUGH CONCRETE FLOORS AND WALLS SHALL BE MADE WITHGALVANIZED PIPE SLEEVES. ALL PENETRATIONS SHALL CONTAIN FIRE STOPPINGWITH A FIRE RATING EQUAL TO THAT OF THE AREA BEING PENETRATED.10.0 SPRINKLER PIPING SHALL BE LABELED.11.0 AFTER ALL WORK HAS BEEN COMPLETED, ACCEPTANCE TESTING SHALL BESCHEDULED THROUGH EH&S, AND SHALL BE WITNESSED BY EH&S AND CITY OFITHACA REPRESENTATIVES.12.0 HYDROSTATIC TEST SHALL BE PERFORMED AT 200 PSI (OR 50 PSI ABOVE STATICPRESSURE IF SYSTEM PRESSURE IS ABOVE 150 PSI), FOR A PERIOD OF 2-HOURS. AREPRESENTATIVE OF ENVIRONMENTAL HEALTH AND SAFETY SHALL WITNESSHYDROSTATIC TESTING OF THE NEW PIPING INSTALLATIONS AND ALTERATIONS.THE AUTHORITY HAVING JURISDICTION (ITHACA FIRE DEPARTMENT) REQUIRESTHAT ONE OF THEIR REPRESENTATIVES WITNESSES HYDROSTATIC TESTING ANDFLUSHING. ADVANCE NOTICE AND SCHEDULING IS REQUIRED THROUGH EH&S.13.0 ANY FIRESTOPPING DISTURBED DURING THE COURSE OF WORK SHALL BEREPAIRED TO MAINTAIN A 2-HOUR FIRE RATING.FIRE PROTECTION PIPING SCHEDULEPIPE SERVICE ABBREVIATION PIPE SIZE MATERIAL FITTINGSWET SPRINKLER WSP ALL SIZES ASTM A 53 TYPE F STEEL, TYPE F, SCHEDULE 40 BLACK, GRADE A CAST OR MALLEABLE IRON THREADED OR DUCTILE IRON GROOVEDDRY SPRINKLER DSP ALL SIZES ASTM A 53 TYPE F STEEL, TYPE F, SCHEDULE 40 BLACK, GRADE A CAST OR MALLEABLE IRON THREADED OR DUCTILE IRON GROOVEDMECHANICAL ABBREVIATIONSDSP DRY SPRINKLER SUPPLY(E) EXISTINGFDC FIRE DEPARTMENT CONNECTIONTYP TYPICALWSP WET SPRINKLER SUPPLY1 8/24/18 ISSUE FOR DD REVIEW2 9/18/18 ISSUE FOR IFD CALC REVIEW3 9/24/18 ISSUE FOR COORDINATED REVIEW4 9/26/18 ISSUE FOR CONSTRUCTIONGENERAL DRAWING SYMBOLOGYDEMOLISHED WORKEXISTING PIPING TO REMAINEXISTING TO REMAINHYDRAULIC CALCULATION NODENEW WORKPOINT OF CONNECTIONPOINT OF DISCONNECTION
B26B26AB00UEB30B30AB00UDB25B00CBB27B00SBUPDNUPB26B26AB00UEB30B30AB00UDB25B00CBB27B00SBUPDNUP522500JB500JA500TB4" FDCSUPPLY (E)6" FIRE SERVICE (E)BUILDING ALARMCHECK VALVE (E)3" WSP (E)TO NORTHSTAIR3" WSP (D)3" WSP RISER (E)17FP-1014" FDCSUPPLY (E)6" FIRE SERVICE (E)BUILDING ALARMCHECK VALVE (E)3" WSP (E)TO NORTHSTAIR4" WSP (N)3" WSP RISER (E)111121/4" PER 10'7FP-1015FP-1018FP-101Sim2-1/2" DSPABANDONIN PLACE2-1/2" DSPABANDONIN PLACE5TH FLOOR51' - 0"ATTIC (TOJ)61' - 3"2-1/2" DSP (E)ABANDON INPLACEFIFTH FLOORSHEETROCKCEILING2222DRY VALVE (E)2-1/2" DSP (E)ABANDON INPLACE5TH FLOOR51' - 0"ATTIC (TOJ)61' - 3"2-1/2" DSP (E)ABANDONED INPLACEFIFTH FLOORSHEETROCKCEILINGDRY VALVE (E)2-1/2" DSP (E)ABANDONED INPLACE4" DSP TO NORTHATTIC SPRINKLERS4" DSP TOSOUTH ATTICSPRINKLERS31ST FLOOR11' - 3"BASEMENT0' - 0"BASEMENT0' - 0"1ST FLOOR11' - 3"4" FDCSUPPLY (E)6" FIRE SERVICE (E)BUILDING ALARMCHECK VALVE (E)114" WSP (N)RECONNECT 1-1/2"HOSE VALVESUPPLY (E)REPLACE 3" WSP (E)WITH 4" WSP (N)RECONNECT 3" WSP RISER (E)RECONNECT 3" WSP (E)CORNELLUNIVERS I T Y F O U NDED5681ADFACILITIESENGINEERINGNARCHIVE BAR CODEITHACA, NEW YORKARCH/STRUCT:CIVIL/ENV:ELECTRICAL:MECHANICAL:DATE:FACILITY:DESIGN:DRAWN:WWW.FCS.CORNELL.EDUIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.WARNINGREVISIONSARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING201 HUMPHREYS SERVICE BLDGITHACA, NEW YORK 14853-3701SHELDON COURTSHELDON COURTFIREPROTECTIONSYSTEMMODIFICATIONSFP-1019732971PARTIAL FIREPROTECTIONFLOOR PLANST. JORDANTRF3090SEPTEMBER 26, 2018SCALE: 1/8" = 1'-0"1PARTIAL BASEMENT DEMOLITION FLOOR PLANFP-101 KEYED DEMOLITION NOTES1 DISCONNECT AND REMOVE PORTION OF EXISTING 3" WET SPRINKLER SYSTEMPIPING FROM OUTLET OF ALARM CHECK VALVE TO BASE OF 3" WET SPRINKLERRISER. EXISTING 3" WET SPRINKLER RISER AND 4" ALARM CHECK VALVE ASSEMBLYTTO REMAIN.2 DISCONNECT AND REMOVE PORTION OF DRY SPRINKLER PIPING AT OUTLET OFDRY VALVE. CAP EXISTING 2-1/2" DRY SPRINKLER PIPING DISTRIBUTION PIPINGABOVE FIFTH FLOOR CEILING AND ABANDON IN PLACEFP-101 KEYED CONSTRUCTION NOTES1 PROVIDE 4" WET SPRINKLER SUPPLY PIPING FROM OUTLET OF ALARM CHECKVALVE TO EXISTING 3" RISER. RECONNECT EXISTING 4" FIRE DEPARTMENT SUPPLYAND 3" WET SPRINKLER SUPPLY. REFER TO 6/FP-101 AND 7/FP-101 FORCONNECTION POINT.2 MODIFY EXISTING PIPING PENETRATION THROUGH MASONRY WALL AS REQUIREDTO ACCOMODATE 4" WET SPRINKLER SUPPLY PIPE. REFER TO 3/FP-101 FOREXISTING CONDITIONS. SLEEVE PIPE PENETRATION OPENING AND PATCH TOMATCH EXISTING. FIRESTOP PIPING PENETRATION THROUGH WALL.3 CONNECT TO EXISTING 4" DRY VALVE OUTLET AS REQUIRED TO PROVIDE 4" DRYSPRINKLER SUPPLY TO ATTIC SPRINKLERS. REFER TO FP-102 FOR PIPINGDISTRIBUTION.SCALE: 1/8" = 1'-0"2PARTIAL BASEMENT CONSTRUCTION FLOOR PLANSCALE: NO SCALE3EXISTING MASONRY WALL PIPING PENETRATIONSCALE: 1/4" = 1'-0"4PARTIAL FIFTH FLOOR CONSTRUCTION PLANSCALE: 1/2" = 1'-0"5FIFTH FLOOR DRY SPRINKLER ROOM DEMOLITIONSCALE: 1/2" = 1'-0"8FIFTH FLOOR DRY SPRINKLER ROOM CONSTRUCTION3" WSP (D)1 8/24/18 ISSUE FOR DD REVIEW2 9/18/18 ISSUE FOR IFD CALC REVIEW3 9/24/18 ISSUE FOR COORDINATED REVIEW4 9/26/18 ISSUE FOR CONSTRUCTION04816SCALE: 1/8"=1'-0"012 4SCALE: 1/2"=1'-0"024 8SCALE: 1/4"=1'-0"SCALE: 1/2" = 1'-0"7FIRE SERVICE ENTRANCE ELEVATION##SCALE: NO SCALE6STAIR RISER PIPING CONNECTIONS
5FP-1014" DSP TO NORTHDRY SPRINKLERS (N)4" DSP RISERFROM FIFTH FLOOR (N)4" DSP TO SOUTHDRY SPRINKLERS (N)4" DSP (N)111111112-1/2" DSP (E)8FP-101Sim1/4" PER 10'1/4" PER 10'32CORNELLUNIVERS I T Y F O U NDED5681ADFACILITIESENGINEERINGNARCHIVE BAR CODEITHACA, NEW YORKARCH/STRUCT:CIVIL/ENV:ELECTRICAL:MECHANICAL:DATE:FACILITY:DESIGN:DRAWN:WWW.FCS.CORNELL.EDUIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.WARNINGREVISIONSARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING201 HUMPHREYS SERVICE BLDGITHACA, NEW YORK 14853-3701SHELDON COURTSHELDON COURTFIREPROTECTIONSYSTEMMODIFICATIONSFP-1029732971ATTIC FIREPROTECTIONCONSTRUCTIONPLANST. JORDANTRF3090SEPTEMBER 26, 2018SCALE: 1/8" = 1'-0"1ATTIC CONSTRUCTION PLANFP-102 KEYED DEMOLITION NOTES1 DISCONNECT AND REMOVE PORTION OF EXISTING 2-1/2" SPRINKLER MAIN HEADER.CAP EXISTING 2-1/2" DRY SPRINKLER RISER FROM FIFTH FLOOR AND ABANDON INPLACEFP-102 KEYED CONSTRUCTION NOTES1 PROVIDE 4" DRY SPRINKLER SUPPLY AND CONNECT TO EXISTING 2-1/2" DRYSPRINKLER MAIN IN ATTIC.2 SUPPORT PIPING FROM 2X6 ATTIC JOISTS WITH HANGERS SPECIFIED IN PIPINGSCHEDULE ON DRAWING FP-001. REFER TO A-101 FOR SUPPORT DETAILS.3 PROVIDE ADEQUATE PITCH IN MAIN (1/4" PER 10 FOOT) TO DRAIN BACK TO ALARMVALVE. COORDINATE WITH EXISTING TRUSSES AS REQUIRED TO LOCATE BESTPIPING ROUTE TO MAINTAIN PITCH.SCALE: NO SCALE2ATTIC PIPING SUPPORT LOCATION1 8/24/18 ISSUE FOR DD REVIEW2 9/18/18 ISSUE FOR IFD CALC REVIEW4 9/26/18 ISSUE FOR CONSTRUCTION04816SCALE: 1/8"=1'-0"##
504505506507523508509510511512513514521522500JB500JA500TB500TA500E500SB500SA500CADNDNP.I.V.X-OVER NORM CLOSED8"W8"W8"W12"W 12"W 12"W
12"W 12"W4"W6"W8"W8"WSHELDONCOURT3090SCHWARTZ CENTER FORPERFORMING ARTS2016COLLEGE AVENUE
POSTSPARKINGPAVED408790455055606595100105110115150155160165170145701201754" DSP (N)2-1/2" DSP (E)2-1/2" DSP (E)HYDRAULICALLYMOST REMOTEDESIGN AREA (ATTIC CALCULATION)UPRIGHT SP (E)TYPICAL304" DSP RISERFROM FIFTH FLOOR (N)4" DSP TO SOUTHDRY SPRINKLERS (N)1" DSP (E)1" DSP (E)1" DSP (E)1" DSP (E)1" WSP (E)1" WSP (E)1-1/4" DSP (E)4" DSP (N)1-1/2" DSP (E)1-1/2" DSP (E)1-1/4" DSP (E)1-1/2" DSP (E)1-1/2" DSP (E)1-1/2" DSP (E)615104" FDCSUPPLY (E)6" FIRE SERVICE (E)BUILDING ALARMCHECK VALVE (E)3" WSP (E)4" WSP (N)3" WSP (E) 4" WSP (N)RISER TOFIFTH FLOOR7FP-10120252-1/2" DSP RISER (E)CAP IN ATTIC ANDABANDON IN PLACE3" WSP RISERFROMBASEMENT(E)3" WSP TODRY VALVE/SYSTEM (E)2-1/2" DSP(ABANDON INPLACE)4" DSP RISERTO ATTIC (N)4" ATTIC SYSTEM DRYVALVE(E)2-1/2" WSPTO FIFTH FLOORSP (SOUTH)3456" FIRE SERVICE (E)12HYDRANT E5340458790145304" DSP TO SOUTHDRY SPRINKLERS (N)50556065951001051101151501551601651707012017561015202504816SCALE: 1/8"=1'-0"CORNELLUNIVERS I T Y F O U NDED5681ADFACILITIESENGINEERINGNARCHIVE BAR CODEITHACA, NEW YORKARCH/STRUCT:CIVIL/ENV:ELECTRICAL:MECHANICAL:DATE:FACILITY:DESIGN:DRAWN:WWW.FCS.CORNELL.EDUIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.WARNINGREVISIONSARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING201 HUMPHREYS SERVICE BLDGITHACA, NEW YORK 14853-3701SHELDON COURTSHELDON COURTFIREPROTECTIONSYSTEMMODIFICATIONSFP-1039732971NORTH ATTICFIREPROTECTIONHYDRAULICCALCULATIONREFERENCEPLANST. JORDANTRF3090SEPTEMBER 26, 2018SCALE: 1/8" = 1'-0"1ATTICSCALE: 1/8" = 1'-0"2BASEMENT (ATTIC CALC)SCALE: 1/8" = 1'-0"35TH FLOOR (ATTIC CALC)SCALE: 1" = 50'-0"4SITE WATER SERVICE (ATTIC)SCALE: NO SCALE5ATTIC FIRE PROTECTION SYSTEM ISOMETRICATTIC HYDRAULIC CALCULATION NOTES1.0 THIS CALCULATION WAS PERFORMED TO IDENTIFY AND RESOLVE SPRINKLERSYSTEM HYDRAULIC DEFICIENCIES IN THE DRY SPRINKLER SYSTEM SERVING THEATTIC SPACE. A LARGE PRESSURE DROP WAS IDENTIFIED IN THE EXISTING 2-1/2"DRY SPRINKLER SYSTEM MAIN SERVING THE ATTIC SPRINKLERS. BY INCREASINGTHE SIZE OF THE SPRINKLER MAIN TO 4", THE SYSTEM BECOMES HYDRAULICALLYACCEPTABLE.2.0 THE FOLLOWING INFORMATION SHALL BE IDENTIFIED ON A HYDRAULIC DATASYSTEM NAMEPLATE LOCATED AT THE DRY ALARM VALVE IN ROOM 500JB:3.0 OCCUPANCY HAZARD CLASSIFICATION: LIGHT HAZARD (UNUSED ATTICS)4.0 DESIGN APPROACH: DENSITY/AREA5.0 DESIGN AREA: 1950 FT^2 (1500 FT^2 + 30% FOR DRY SYSTEM)6.0 REQUIRED SYSTEM RESIDUAL PRESSURE AT SOURCE: 77 PSI7.0 AVAILABLE SYSTEM RESIDUAL PRESSURE AT SOURCE: 98 PSI8.0 LOCATION (REMOTE AREA): NORTH ATTIC9.0 DATE INSTALLED: OCTOBER 3, 198010.0 DESIGN DENSITY: 0.1 GPM/SQ.FT.1 8/24/18 ISSUE FOR DD REVIEW2 9/18/18 ISSUE FOR IFD CALC REVIEW4 9/26/18 ISSUE FOR CONSTRUCTION02550 100SCALE: 1"=50'-0"
502503504505506507523508509510500JA500TA500E500SA500CA501501A501BDNB00UBB17AB17B22B24B26B26AB00UEB30B30AB00UDB25B21B00CBB27B00UCB00EB00UAB00SAB00CAB00SBB00SCB00JBUPUPDNUPUPP.I.V.X-OVER NORM CLOSED8"W8"W8"W12"W 12"W 12"W
12"W 12"W4"W6"W8"W8"WSHELDONCOURT3090SCHWARTZ CENTER FORPERFORMING ARTS2016COLLEGE AVENUE
POSTSPARKINGPAVED21222324252627282930313233343637383940424344454647503" WSP FROMBASEMENT (E)2-1/2" WSP (E)2-1/2" WSP TOFIFTH FLOORSP (NORTH) (E)2-1/2" WSP (E)1" WSP (E)1" WSP (E)2-1/2" DSPABANDONIN PLACE1" WSP (E)1 " W S P (E )
1 " W S P (E )
1 " W S P (E)1" WSP (E)1" WSP (E)1" WSP (E)1" WSP (E)1 -1 /4 " W S P (E )1" WSP (E)1" FLUSHINGVALVES (E)1" WSP (E)2" WSP (E)2' WSP (E)HYDRAULICALLYMOST REMOTE DESIGN AREA (FIFTHFLOOR CALC)6104" FDCSUPPLY (E)6" FIRE SERVICE (E)BUILDING ALARMCHECK VALVE (E)553" WSP RISERTO FIFTH FLOOR(E)3" WSP (E)4" WSP (N)563" WSP (E)4" WSP (N)3" WSP RISER (E)7FP-101123456" FIRE SERVICE (E)HYDRANT E53DRYDEN ROAD61055562150CORNELLUNIVERS I T Y F O U NDED5681ADFACILITIESENGINEERINGNARCHIVE BAR CODEITHACA, NEW YORKARCH/STRUCT:CIVIL/ENV:ELECTRICAL:MECHANICAL:DATE:FACILITY:DESIGN:DRAWN:WWW.FCS.CORNELL.EDUIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.WARNINGREVISIONSARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING201 HUMPHREYS SERVICE BLDGITHACA, NEW YORK 14853-3701SHELDON COURTSHELDON COURTFIREPROTECTIONSYSTEMMODIFICATIONSFP-1049732971FIFTH FLOORNORTH FIREPROTECTIONHYDRAULICCALCULATIONREFERENCEPLANST. JORDANTRF3090SEPTEMBER 26, 2018SCALE: 1/8" = 1'-0"15TH FLOORSCALE: 1/8" = 1'-0"2BASEMENTSCALE: 1" = 50'-0"3SITE WATER SERVICESCALE:4FIFTH FLOOR FIRE PROTECTION SYSTEM ISOMETRICFIFTH FLOOR HYDRAULIC CALC NOTES1.0 DUE TO THE REQUIRED CHANGES TO THE ATTIC DRY SPRINKLER SYSTEM, ACALCULATION AT THE FIFTH FLOOR LEVEL WAS PERFORMED TO IDENTIFY ANYADDTIONAL DEFICIENCIES AT THE FIFTH FLOOR LEVEL. THE INITIAL CALCULATIONDETERMINED THE FIFTH FLOOR WAS HYDRAULICALLY ACCEPTABLE, BUT DID NOTLEAVE MUCH OF A SAFETY FACTOR. TO DECREASE SYSTEM PRESSURE DROP TOAN ACCEPTABLE LEVEL, THE 3" WET SPRINKLER SUPPLY PIPE DOWNSTREAM OFTHE 4" WET SYSTEM ALARM CHECK VALVE SHALL BE REPLACED WITH A 4" SUPPLYPIPE.2.0 THE FOLLOWING INFORMATION SHALL BE IDENTIFIED ON A HYDRAULIC DATASYSTEM NAMEPLATE LOCATED AT THE WET ALARM VALVE IN ROOM B30:3.0 OCCUPANCY HAZARD CLASSIFICATION: LIGHT HAZARD (RESIDENTIAL LIVINGSPACE)4.0 DESIGN APPROACH: DENSITY/AREA5.0 DESIGN AREA: 1500 FT^26.0 REQUIRED RESIDUAL PRESSURE AT SOURCE: 79 PSI7.0 AVAILABLE RESIDUAL PRESSURE AT SOURCE: 98.4 PSI8.0 LOCATION (REMOTE AREA): FIFTH FLOOR NORTH9.0 DATE INSTALLED: OCTOBER 3, 198010.0 DESIGN DENSITY: 0.1 GPM/SQ.FT.3" WSP (E)1 8/24/18 ISSUE FOR DD REVIEW2 9/18/18 ISSUE FOR IFD CALC REVIEW4 9/26/18 ISSUE FOR CONSTRUCTION04816SCALE: 1/8"=1'-0"02550 100SCALE: 1"=50'-0"