HomeMy WebLinkAboutDRAWINGS - Sheldon Court Fire Protection System Modifications IFC 9-26-18
DRAWINGS - Sheldon Court Fire Protection System Modifications IFC 9-26-18.pdf
PAVED PARKING PAVED PARKING PAVED PARKING UNPAVED PARKING D E CK PAVED PAVED PARKING PARKING PARKING PARKING PARKING PARKING PARKING PAVED PAVED PAVEDPAVEDUNPAVED PAVED PAVED PARKING
PARKING PAVED PARKING PAVED PARKING PARKING GARAGE POOL UNPAVED PARKING PAVED PARKING POSTS PARKING PARKING ROCKS PARKING POSTS PARKING PARKING PLATFORM PARKING PARKING AREA PAVED PAVED
PAVED PAVED PAVED PAVED UNPAVED S C B C B CB CB UP UP DN UP UP DN DN SHELDON COURT 3090 DRYDEN ROAD OAK AVE COLLEGE AVE C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D C
O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING N ARCHIVE BAR CODE ITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY:
DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT 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. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS
SERVICE BLDG ITHACA, NEW YORK 14853-3701 Cornell University SHELDON COURT SHELDON COURT FIRE PROTECTION SYSTEM MODIFICATIONS T-001 9732971 TITLE SHEET FE DESIGN TRF 3090 SEPTEMBER 26,
2018 SHELDON COURT FIRE PROTECTION SYSTEM MODIFICATIONS GENERAL T-001TITLE SHEET ARCHITECTURAL A-101INSULATION REPAIR PLANS FIRE PROTECTION FP-001GENERAL NOTES AND SYMBOL LEGENDS FP-101PARTIAL
FIRE PROTECTION FLOOR PLANS FP-102ATTIC FIRE PROTECTION CONSTRUCTION PLANS FP-103NORTH ATTIC FIRE PROTECTION HYDRAULIC CALCULATION REFERENCE PLANS FP-104FIFTH FLOOR NORTH FIRE PROTECTION
HYDRAULIC CALCULATION REFERENCE PLANS SITE LOCATION -SHELDON COURT SHELDON COURT -KEY PLAN AREA OF WORK BUILDING CODE SUMMARY APPLICABLE CODES 1978 NEW YORK STATE BUILDING CODE 2015
(EXISTING) IBC (ADOPTED BY NEW YORK STATE) NFPA 13 -1978 (CODE OF THE DAY) PROJECT SUMMARY THIS PROJECT INCLUDES THE MODIFICATION OF THE DRY AND WET SPRINKLER SYSTEMS. THE WORK IS ALTERATION
LEVEL 1 (REPAIR/ REPLACEMENT OF EXISTING SYSTEMS) BUILDING LIMITATIONS CONSTRUCTION CLASSIFICATION: CLASSIFICATION OF HAZARDS:NONE HIGH-RISE BUILDING:NO EXTINGUISHING REQUIREMENT:THE
EXISTING BUILDING IS SPRINKLERED OCCUPANCY OCCUPANCY CLASSIFICATION:BUSINESS (B) BASEMENT FIFTH FLOOR/ATTIC AREA OF WORK AREA OF WORK DRAWING INDEX PROJECT SCOPE FIRE 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 VIEW
GENERAL SYMBOLS LEGEND EXTERIOR ELEVATION 1 1 11 X-100 X-100 1 1 11INTERIOR ELEVATION 1 X-100 SECTION MARKER 1 X-100 ENLARGED DETAIL #CONSTRUCTION KEYED NOTE DEMOLITION KEYED NOTE #
DRAWING REVISION NOTE # LINETYPE: TO BE PROVIDED / NEW LINETYPE: DEMOLITION / TO BE RELOCATED LINETYPE: EXISTING TO REMAIN 18/24/18ISSUE FOR DD REVIEW 29/18/18ISSUE FOR IFD CALC REVIEW
39/24/18ISSUE FOR COORDINATED REVIEW 49/26/18ISSUE FOR CONSTRUCTION 502 503 504 505 506 507 523 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 500JB 500JA 500TB 500TA 500E
500SB 500SA 500CB 500CA 501 501A 501B DN DN ATTIC ACCESS HATCH (E) FIRE WALL (E) MAN DOOR ACCESS (E) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WOOD TRUSSES TYP (E) CATWALK (E) 3 4" DRY SPRINKLER
PIPING 3 3 3 ATTIC ACCESS HATCH (E) 22 R-19 UNFACED FIBERGLASS BATT INSULATION 2' -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 FURRING 1" X 2" (3/4" X 1 1/2") CONTINUOUS WOOD NAILED INTO EXISTING ROOF TRUSSES CONTINUOUS SEALANT 1 1 1 C O R N E L L U N I V
E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING N ARCHIVE BAR CODE ITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU
IT 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. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK
14853-3701 SHELDON COURT SHELDON COURT FIRE PROTECTION SYSTEM MODIFICATIONS A-101 9732971 INSULATION REPAIR PLANS R. HERKO TRF 3090 SEPTEMBER 26, 2018 SCALE: 1" = 10'-0" 1 ATTIC INSULATION
FLOOR PLAN SCALE: 1" = 10'-0" 2 5TH FLOOR INSULATION PLAN SCALE: 3" = 1'-0" 3 TRUSS INSULATION REPAIR DETAIL SCALE:NO SCALE 4 TYPICAL INSULATION REPAIR LOCATION A-101 KEYED DEMOLITION
NOTES 1REMOVE EXISTING FIBERGLASS BATT INSULATION IN JOIST BAY. REFER TO 4/A-101 FOR TYPICAL INSULATION REPAIR LOCATION. 2CUT OPENING IN EXISTING SHEETROCK CEILING AS REQUIRED TO PERFORM
PIPING MODIFICATIONS. REFER TO AND COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR REQUIRED EXTENT OF REMOVAL. REFER TO 5/A-101 FOR REMOVAL LOCATION. A-101 KEYED CONSTRUCTION NOTES
1PROVIDE INSULATION BOARD AND BATT AS REQUIRED TO INSULATE JOIST BAY. REFER TO 3/A-101 FOR INSULATION SPECIFICATIONS AND INSTALLATION DETAILS. 2PATCH OPENING TO MATCH EXISTING. PRIME
AND PAINT. FIRE CAULK ALL PENETRATIONS RELATED TO THE CEILING REPAIR. 3SPRINKLER PIPING TO BE HUNG FROM TOP CHORDS OF WOOD TRUSSES WITHIN 18 INCHES OF PANEL POINTS. CENTER HANGERS ON
DOUBLE 2X6 BLOCKING SPANNING TO TRUSSES AND ORIENTED PERPENDICULAR TO TRUSSES. LOAD WILL BE SHARED BETWEEN TWO TRUSSES. SECURE BLOOCKING TO TRUSSES WITH SIMPSON FACE MOUNT HANGER
LUS26-2. MAXIMUM MAX SPACING OF HANGERS IS 6 FT. SCALE:NO SCALE 5 CEILING CUT/PATCH EXISTING NEW 22 # # 18/24/18ISSUE FOR DD REVIEW 29/18/18ISSUE FOR IFD CALC REVIEW 39/24/18ISSUE
FOR COORDINATED REVIEW 49/26/18ISSUE FOR CONSTRUCTION 0136 SCALE: 3"=1'-0" 051020 SCALE: 1"=10'-0" C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING
ARCHIVE BAR CODE ITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT 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. WARNING REVISIONS
ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 SHELDON COURT SHELDON COURT FIRE PROTECTION
SYSTEM MODIFICATIONS FP-001 9732971 GENERAL NOTES AND SYMBOL LEGENDS T. JORDAN TRF 3090 SEPTEMBER 26, 2018 PIPING SPECIFICATIONS: 1. GROOVED-END COUPLING GASKETS EMPLOYED ON DRY SYSTEMS
SHALL BE SPECIFIC TO DRY-PIPE SYSTEMS 2. 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 HANGER INSTALLATION IN BASEMENT -SUPPORT PIPING FROM EXISTING CONCRETE DECK STRUCTURE WITH MECHANICAL EXPANSION ANCHORS,
3/8" ROD, AND CLEVIS HANGERS. FIRE PROTECTION SCOPE OF WORK 1.0MODIFY PORTIONS OF THE EXISTING WET AND DRY SPRINKLER SYSTEM PIPING AS REQUIRED TO MAKE THE SYSTEM HYDRAULICALLY ACCEPTABLE.
2.0COORDINATE WITH OTHER TRADES AS REQUIRED TO PROVIDE ACCESS TO PIPING AND PENETRATIONS THROUGH WALLS. 3.0PROVIDE HYDRAULIC DATA PLATES FOR THE WET AND DRY SPRINKLER SYSTEMS. 4PROVIDE
ACCEPTANCE, FLUSHING, AND HYDROSTATIC TESTING OF THE NEW PIPING SYSTEM. FIRE PROTECTION GENERAL NOTES 1.0IT IS THE INTENT OF THESE DRAWINGS TO PROVIDE MODIFICATIONS TO THE EXISTING
WET AND DRY-PIPE FIRE PROTECTION SYSTEMS FOR THE PROTECTION OF THE SHELDON COURT ATTIC AND FIFTH FLOOR SPACES. 2.0PRIOR TO ALTERATIONS, THE SPRINKLER CONTRACTOR SHALL FIELD VERIFY EXTENT
OF ALTERATION AND NEW WORK, WITH REGARD TO EXISTING CONDITIONS AT PIPE PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND SOFFITS. 3.0ALL SPRINKLER COMPONENTS SHALL BE UNDERWRITER'S LABORATORIES
(UL) AND FACTORY MUTUAL (FM) APPROVED. 4.0NEW SPRINKLER SYSTEM PIPING SHALL BE INSTALLED IN EXPOSED CEILING AREAS AS SHOWN ON PLANS. PIPING AND HANGER ASSEMBLIES SHALL BE UN-PAINTED.
5.0THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE GENERAL ARRANGEMENT OF THE ITEMS INCLUDED IN THE FIRE PROTECTION WORK. AS SUCH, CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER
SYSTEM IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF FM GLOBAL STANDARDS, THE NFPA 13-INSTALLATION OF FIRE PROTECTION SYSTEMS, THE NEW YORK STATE BUILDING CODES, THE NEW YORK STATE
FIRE CODES, LOCAL CODES, AND GOVERNING AUTHORITIES. THE DESIGN OF FIRE PROTECTION SYSTEMS TO WITHSTAND SEISMIC EVENTS SHALL BE IN ACCORDANCE WITH THE CRITERIA DEVELOPED BY THE NFPA.
6.0CONTRACTOR SHALL REQUEST SPRINKLER SYSTEM SHUTDOWNS THROUGH CORNELL CUSTOMER SERVICE (607.255.5322) A MINIMUM OF TEN (10) DAYS PRIOR TO THE SHUTDOWN DATE. THE CONTRACTOR SHALL BEAR
THE COST OF THE UTILITY SHUTDOWN. NOTIFY THE OWNER'S REPRESENTATIVE TO COORDINATE BUILDING FUNCTIONS WITH THE BUILDING COORDINATOR. 7.0COORDINATE THE EXACT LOCATION OF SPRINKLERS,
EQUIPMENT, AND DEVICES WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER TRADES DRAWINGS PRIOR TO ROUGH-IN AND INSTALLATION. 8.0SPRINKLER PIPING SHALL BE ARRANGED TO DRAIN THROUGH
THE MAIN DRAIN VALVE WHENEVER PRACTICAL. ALL TRAPPED SECTIONS OF PIPE, EXCEPT THOSE SUPPLYING A SINGLE SPRINKLER, SHALL BE PROVIDED WITH A DRUM-DRIP ASSEMBLY. 9.0PENETRATIONS THROUGH
CONCRETE FLOORS AND WALLS SHALL BE MADE WITH GALVANIZED PIPE SLEEVES. ALL PENETRATIONS SHALL CONTAIN FIRE STOPPING WITH A FIRE RATING EQUAL TO THAT OF THE AREA BEING PENETRATED. 10.0SPRINKLER
PIPING SHALL BE LABELED. 11.0AFTER ALL WORK HAS BEEN COMPLETED, ACCEPTANCE TESTING SHALL BE SCHEDULED THROUGH EH&S, AND SHALL BE WITNESSED BY EH&S AND CITY OF ITHACA REPRESENTATIVES.
12.0HYDROSTATIC TEST SHALL BE PERFORMED AT 200 PSI (OR 50 PSI ABOVE STATIC PRESSURE IF SYSTEM PRESSURE IS ABOVE 150 PSI), FOR A PERIOD OF 2-HOURS. A REPRESENTATIVE OF ENVIRONMENTAL
HEALTH AND SAFETY SHALL WITNESS HYDROSTATIC TESTING OF THE NEW PIPING INSTALLATIONS AND ALTERATIONS. THE AUTHORITY HAVING JURISDICTION (ITHACA FIRE DEPARTMENT) REQUIRES THAT ONE OF
THEIR REPRESENTATIVES WITNESSES HYDROSTATIC TESTING AND FLUSHING. ADVANCE NOTICE AND SCHEDULING IS REQUIRED THROUGH EH&S. 13.0ANY FIRESTOPPING DISTURBED DURING THE COURSE OF WORK SHALL
BE REPAIRED TO MAINTAIN A 2-HOUR FIRE RATING. FIRE PROTECTION PIPING SCHEDULE PIPE SERVICEABBREVIATIONPIPE SIZEMATERIALFITTINGS WET SPRINKLERWSPALL SIZESASTM A 53 TYPE F STEEL, TYPE
F, SCHEDULE 40 BLACK, GRADE ACAST OR MALLEABLE IRON THREADED OR DUCTILE IRON GROOVED DRY SPRINKLERDSPALL SIZESASTM A 53 TYPE F STEEL, TYPE F, SCHEDULE 40 BLACK, GRADE ACAST OR MALLEABLE
IRON THREADED OR DUCTILE IRON GROOVED MECHANICAL ABBREVIATIONS DSPDRY SPRINKLER SUPPLY (E)EXISTING FDCFIRE DEPARTMENT CONNECTION TYPTYPICAL WSPWET SPRINKLER SUPPLY 18/24/18ISSUE FOR
DD REVIEW 29/18/18ISSUE FOR IFD CALC REVIEW 39/24/18ISSUE FOR COORDINATED REVIEW 49/26/18ISSUE FOR CONSTRUCTION GENERAL DRAWING SYMBOLOGY DEMOLISHED WORK EXISTING PIPING TO REMAIN EXISTING
TO REMAIN HYDRAULIC CALCULATION NODE NEW WORK POINT OF CONNECTION POINT OF DISCONNECTION B26 B26A B00UE B30 B30A B00UD B25 B00CB B27 B00SB UP DN UP B26 B26A B00UE B30 B30A B00UD B25
B00CB B27 B00SB UP DN UP 522 500JB 500JA 500TB 4" FDC SUPPLY (E) 6" FIRE SERVICE (E) BUILDING ALARM CHECK VALVE (E) 3" WSP (E) TO NORTH STAIR 3" WSP (D) 3" WSP RISER (E) 1 7 FP-101
4" FDC SUPPLY (E) 6" FIRE SERVICE (E) BUILDING ALARM CHECK VALVE (E) 3" WSP (E) TO NORTH STAIR 4" WSP (N) 3" WSP RISER (E) 1 1 1 1 2 1/4" PER 10' 7 FP-101 5 FP-101 8 FP-101 Sim 2-1/2"
DSP ABANDON IN PLACE 2-1/2" DSP ABANDON IN PLACE 5TH FLOOR 51' - 0" ATTIC (TOJ) 61' - 3" 2-1/2" DSP (E) ABANDON IN PLACE FIFTH FLOOR SHEETROCK CEILING 2 2 2 2 DRY VALVE (E) 2-1/2" DSP
(E) ABANDON IN PLACE 5TH FLOOR 51' - 0" ATTIC (TOJ) 61' - 3" 2-1/2" DSP (E) ABANDONED IN PLACE FIFTH FLOOR SHEETROCK CEILING DRY VALVE (E) 2-1/2" DSP (E) ABANDONED IN PLACE 4" DSP TO
NORTH ATTIC SPRINKLERS 4" DSP TO SOUTH ATTIC SPRINKLERS 3 1ST FLOOR 11' - 3" BASEMENT 0' - 0" BASEMENT 0' - 0" 1ST FLOOR 11' - 3" 4" FDC SUPPLY (E) 6" FIRE SERVICE (E) BUILDING ALARM
CHECK VALVE (E) 1 1 4" WSP (N) RECONNECT 1-1/2" HOSE VALVE SUPPLY (E) REPLACE 3" WSP (E) WITH 4" WSP (N) RECONNECT 3" WSP RISER (E) RECONNECT 3" WSP (E) C O R N E L L U N I V E R S
I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING N ARCHIVE BAR CODE ITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU
IT 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. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK
14853-3701 SHELDON COURT SHELDON COURT FIRE PROTECTION SYSTEM MODIFICATIONS FP-101 9732971 PARTIAL FIRE PROTECTION FLOOR PLANS T. JORDAN TRF 3090 SEPTEMBER 26, 2018 SCALE: 1/8" = 1'-0"
1 PARTIAL BASEMENT DEMOLITION FLOOR PLAN FP-101 KEYED DEMOLITION NOTES 1DISCONNECT AND REMOVE PORTION OF EXISTING 3" WET SPRINKLER SYSTEM PIPING FROM OUTLET OF ALARM CHECK VALVE TO
BASE OF 3" WET SPRINKLER RISER. EXISTING 3" WET SPRINKLER RISER AND 4" ALARM CHECK VALVE ASSEMBLY TTO REMAIN. 2DISCONNECT AND REMOVE PORTION OF DRY SPRINKLER PIPING AT OUTLET OF DRY
VALVE. CAP EXISTING 2-1/2" DRY SPRINKLER PIPING DISTRIBUTION PIPING ABOVE FIFTH FLOOR CEILING AND ABANDON IN PLACE FP-101 KEYED CONSTRUCTION NOTES 1PROVIDE 4" WET SPRINKLER SUPPLY PIPING
FROM OUTLET OF ALARM CHECK VALVE TO EXISTING 3" RISER. RECONNECT EXISTING 4" FIRE DEPARTMENT SUPPLY AND 3" WET SPRINKLER SUPPLY. REFER TO 6/FP-101 AND 7/FP-101 FOR CONNECTION POINT.
2MODIFY EXISTING PIPING PENETRATION THROUGH MASONRY WALL AS REQUIRED TO ACCOMODATE 4" WET SPRINKLER SUPPLY PIPE. REFER TO 3/FP-101 FOR EXISTING CONDITIONS. SLEEVE PIPE PENETRATION OPENING
AND PATCH TO MATCH EXISTING. FIRESTOP PIPING PENETRATION THROUGH WALL. 3CONNECT TO EXISTING 4" DRY VALVE OUTLET AS REQUIRED TO PROVIDE 4" DRY SPRINKLER SUPPLY TO ATTIC SPRINKLERS. REFER
TO FP-102 FOR PIPING DISTRIBUTION. SCALE: 1/8" = 1'-0" 2 PARTIAL BASEMENT CONSTRUCTION FLOOR PLAN SCALE:NO SCALE 3 EXISTING MASONRY WALL PIPING PENETRATION SCALE: 1/4" = 1'-0" 4 PARTIAL
FIFTH FLOOR CONSTRUCTION PLAN SCALE: 1/2" = 1'-0" 5 FIFTH FLOOR DRY SPRINKLER ROOM DEMOLITION SCALE: 1/2" = 1'-0" 8 FIFTH FLOOR DRY SPRINKLER ROOM CONSTRUCTION 3" WSP (D) 18/24/18ISSUE
FOR DD REVIEW 29/18/18ISSUE FOR IFD CALC REVIEW 39/24/18ISSUE FOR COORDINATED REVIEW 49/26/18ISSUE FOR CONSTRUCTION 04816 SCALE: 1/8"=1'-0" 0124 SCALE: 1/2"=1'-0" 0248 SCALE: 1/4"=1'-0"
SCALE: 1/2" = 1'-0" 7 FIRE SERVICE ENTRANCE ELEVATION # # SCALE:NO SCALE 6 STAIR RISER PIPING CONNECTIONS 5 FP-101 4" DSP TO NORTH DRY SPRINKLERS (N) 4" DSP RISER FROM FIFTH FLOOR (N)
4" DSP TO SOUTH DRY SPRINKLERS (N) 4" DSP (N) 1 1 1 1 11 11 2-1/2" DSP (E) 8 FP-101 Sim 1/4" PER 10' 1/4" PER 10' 3 2 C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES
ENGINEERING N ARCHIVE BAR CODE ITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT 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.
WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 SHELDON COURT SHELDON
COURT FIRE PROTECTION SYSTEM MODIFICATIONS FP-102 9732971 ATTIC FIRE PROTECTION CONSTRUCTION PLANS T. JORDAN TRF 3090 SEPTEMBER 26, 2018 SCALE: 1/8" = 1'-0" 1 ATTIC CONSTRUCTION PLAN
FP-102 KEYED DEMOLITION NOTES 1DISCONNECT AND REMOVE PORTION OF EXISTING 2-1/2" SPRINKLER MAIN HEADER. CAP EXISTING 2-1/2" DRY SPRINKLER RISER FROM FIFTH FLOOR AND ABANDON IN PLACE
FP-102 KEYED CONSTRUCTION NOTES 1PROVIDE 4" DRY SPRINKLER SUPPLY AND CONNECT TO EXISTING 2-1/2" DRY SPRINKLER MAIN IN ATTIC. 2SUPPORT PIPING FROM 2X6 ATTIC JOISTS WITH HANGERS SPECIFIED
IN PIPING SCHEDULE ON DRAWING FP-001. REFER TO A-101 FOR SUPPORT DETAILS. 3PROVIDE ADEQUATE PITCH IN MAIN (1/4" PER 10 FOOT) TO DRAIN BACK TO ALARM VALVE. COORDINATE WITH EXISTING TRUSSES
AS REQUIRED TO LOCATE BEST PIPING ROUTE TO MAINTAIN PITCH. SCALE:NO SCALE 2 ATTIC PIPING SUPPORT LOCATION 18/24/18ISSUE FOR DD REVIEW 29/18/18ISSUE FOR IFD CALC REVIEW 49/26/18ISSUE
FOR CONSTRUCTION 04816 SCALE: 1/8"=1'-0" # # 504 505 506 507 523 508 509 510 511 512 513 514 521 522 500JB 500JA 500TB 500TA 500E 500SB 500SA 500CA DN DN P.I.V. X-OVER NORM CLOSED 8
" W 8 " W 8 " W 12"W 12"W 12"W 12"W 1 2 " W 4 " W 6 " W 8 " W 8 " W SHELDON COURT 3090 SCHWARTZ CENTER FOR PERFORMING ARTS 2016 COLLEGE AVENUE POSTS PARKING PAVED 40 8790 45 50 55 60
65 95 100 105 110 115 150 155 160 165 170 145 70 120 175 4" DSP (N) 2-1/2" DSP (E) 2-1/2" DSP (E) HYDRAULICALLY MOST REMOTE DESIGN AREA (ATTIC CALCULATION) UPRIGHT SP (E) TYPICAL 304"
DSP RISER FROM FIFTH FLOOR (N) 4" DSP TO SOUTH DRY SPRINKLERS (N) 1 " D S P ( E ) 1 " D S P ( E ) 1 " D S P ( E ) 1 " D S P ( E ) 1 " W S P ( E ) 1 " W S P ( E ) 1-1/4" DSP (E) 4" DSP
(N) 1-1/2" DSP (E) 1-1/2" DSP (E) 1 1 / 4 " D S P ( E ) 1 1 / 2 " D S P ( E ) 1-1/2" DSP (E) 1-1/2" DSP (E) 6 15 10 4" FDC SUPPLY (E) 6" FIRE SERVICE (E) BUILDING ALARM CHECK VALVE
(E) 3" WSP (E) 4" WSP (N) 3" WSP (E) 4" WSP (N) RISER TO FIFTH FLOOR 7 FP-101 20 25 2-1/2" DSP RISER (E) CAP IN ATTIC AND ABANDON IN PLACE 3" WSP RISER FROM BASEMENT (E) 3" WSP TO DRY
VALVE/ SYSTEM (E) 2-1/2" DSP (ABANDON IN PLACE) 4" DSP RISER TO ATTIC (N) 4" ATTIC SYSTEM DRY VALVE(E) 2-1/2" WSP TO FIFTH FLOOR SP (SOUTH) 3 4 5 6" FIRE SERVICE (E) 12 HYDRANT E53
40 45 87 90 145 30 4" DSP TO SOUTH DRY SPRINKLERS (N) 50 55 60 65 95 100 105 110 115 150 155 160 165 170 70 120 175 6 10 15 20 25 04816 SCALE: 1/8"=1'-0" C O R N E L L U N I V E R S
I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING N ARCHIVE BAR CODE ITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU
IT 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. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK
14853-3701 SHELDON COURT SHELDON COURT FIRE PROTECTION SYSTEM MODIFICATIONS FP-103 9732971 NORTH ATTIC FIRE PROTECTION HYDRAULIC CALCULATION REFERENCE PLANS T. JORDAN TRF 3090 SEPTEMBER
26, 2018 SCALE: 1/8" = 1'-0" 1 ATTIC SCALE: 1/8" = 1'-0" 2 BASEMENT (ATTIC CALC) SCALE: 1/8" = 1'-0" 3 5TH FLOOR (ATTIC CALC) SCALE: 1" = 50'-0" 4 SITE WATER SERVICE (ATTIC) SCALE:NO
SCALE 5 ATTIC FIRE PROTECTION SYSTEM ISOMETRIC ATTIC HYDRAULIC CALCULATION NOTES 1.0THIS CALCULATION WAS PERFORMED TO IDENTIFY AND RESOLVE SPRINKLER SYSTEM HYDRAULIC DEFICIENCIES IN
THE DRY SPRINKLER SYSTEM SERVING THE ATTIC SPACE. A LARGE PRESSURE DROP WAS IDENTIFIED IN THE EXISTING 2-1/2" DRY SPRINKLER SYSTEM MAIN SERVING THE ATTIC SPRINKLERS. BY INCREASING
THE SIZE OF THE SPRINKLER MAIN TO 4", THE SYSTEM BECOMES HYDRAULICALLY ACCEPTABLE. 2.0THE FOLLOWING INFORMATION SHALL BE IDENTIFIED ON A HYDRAULIC DATA SYSTEM NAMEPLATE LOCATED AT THE
DRY ALARM VALVE IN ROOM 500JB: 3.0OCCUPANCY HAZARD CLASSIFICATION: LIGHT HAZARD (UNUSED ATTICS) 4.0DESIGN APPROACH: DENSITY/AREA 5.0DESIGN AREA: 1950 FT^2 (1500 FT^2 + 30% FOR DRY SYSTEM)
6.0REQUIRED SYSTEM RESIDUAL PRESSURE AT SOURCE: 77 PSI 7.0AVAILABLE SYSTEM RESIDUAL PRESSURE AT SOURCE: 98 PSI 8.0LOCATION (REMOTE AREA): NORTH ATTIC 9.0DATE INSTALLED: OCTOBER 3, 1980
10.0DESIGN DENSITY: 0.1 GPM/SQ.FT. 18/24/18ISSUE FOR DD REVIEW 29/18/18ISSUE FOR IFD CALC REVIEW 49/26/18ISSUE FOR CONSTRUCTION 02550100 SCALE: 1"=50'-0" 502 503 504 505 506 507 523
508 509 510 500JA 500TA 500E 500SA 500CA 501 501A 501B DN B00UB B17A B17 B22 B24 B26 B26A B00UE B30 B30A B00UD B25 B21 B00CB B27 B00UC B00E B00UA B00SA B00CA B00SB B00SC B00JB UP UP
DN UP UP P.I.V. X-OVER NORM CLOSED 8 " W 8 " W 8 " W 12"W 12"W 12"W 12"W 1 2 " W 4 " W 6 " W 8 " W 8 " W SHELDON COURT 3090 SCHWARTZ CENTER FOR PERFORMING ARTS 2016 COLLEGE AVENUE POSTS
PARKING PAVED 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 37 38 39 40 42 43 44 45 46 4750 3" WSP FROM BASEMENT (E) 2-1/2" WSP (E) 2-1/2" WSP TO FIFTH FLOOR SP (NORTH) (E) 2-1/2" WSP
(E) 1 " W S P ( E ) 1" WSP (E) 2-1/2" DSP ABANDON IN PLACE 1" WSP (E) 1" WSP (E) 1" WSP (E) 1" WSP (E) 1 " W S P ( E ) 1 " W S P ( E ) 1 " W S P ( E ) 1 " W S P ( E ) 1-1/4" WSP (E)
1" WSP (E) 1" FLUSHING VALVES (E) 1" WSP (E) 2" WSP (E) 2 ' W S P ( E ) HYDRAULICALLY MOST REMOTE DESIGN AREA (FIFTH FLOOR CALC) 610 4" FDC SUPPLY (E) 6" FIRE SERVICE (E) BUILDING ALARM
CHECK VALVE (E) 55 3" WSP RISER TO FIFTH FLOOR (E) 3" WSP (E) 4" WSP (N) 56 3" WSP (E) 4" WSP (N) 3" WSP RISER (E) 7 FP-101 12 3 4 5 6" FIRE SERVICE (E) HYDRANT E53 DRYDEN ROAD 6 10
55 56 21 50 C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING N ARCHIVE BAR CODE ITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE:
FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT 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. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING
201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 SHELDON COURT SHELDON COURT FIRE PROTECTION SYSTEM MODIFICATIONS FP-104 9732971 FIFTH FLOOR NORTH FIRE PROTECTION HYDRAULIC CALCULATION
REFERENCE PLANS T. JORDAN TRF 3090 SEPTEMBER 26, 2018 SCALE: 1/8" = 1'-0" 1 5TH FLOOR SCALE: 1/8" = 1'-0" 2 BASEMENT SCALE: 1" = 50'-0" 3 SITE WATER SERVICE SCALE: 4FIFTH FLOOR FIRE
PROTECTION SYSTEM ISOMETRIC FIFTH FLOOR HYDRAULIC CALC NOTES 1.0DUE TO THE REQUIRED CHANGES TO THE ATTIC DRY SPRINKLER SYSTEM, A CALCULATION AT THE FIFTH FLOOR LEVEL WAS PERFORMED TO
IDENTIFY ANY ADDTIONAL DEFICIENCIES AT THE FIFTH FLOOR LEVEL. THE INITIAL CALCULATION DETERMINED THE FIFTH FLOOR WAS HYDRAULICALLY ACCEPTABLE, BUT DID NOT LEAVE MUCH OF A SAFETY FACTOR.
TO DECREASE SYSTEM PRESSURE DROP TO AN ACCEPTABLE LEVEL, THE 3" WET SPRINKLER SUPPLY PIPE DOWNSTREAM OF THE 4" WET SYSTEM ALARM CHECK VALVE SHALL BE REPLACED WITH A 4" SUPPLY PIPE.
2.0THE FOLLOWING INFORMATION SHALL BE IDENTIFIED ON A HYDRAULIC DATA SYSTEM NAMEPLATE LOCATED AT THE WET ALARM VALVE IN ROOM B30: 3.0OCCUPANCY HAZARD CLASSIFICATION: LIGHT HAZARD (RESIDENTIAL
LIVING SPACE) 4.0DESIGN APPROACH: DENSITY/AREA 5.0DESIGN AREA: 1500 FT^2 6.0REQUIRED RESIDUAL PRESSURE AT SOURCE: 79 PSI 7.0AVAILABLE RESIDUAL PRESSURE AT SOURCE: 98.4 PSI 8.0LOCATION
(REMOTE AREA): FIFTH FLOOR NORTH 9.0DATE INSTALLED: OCTOBER 3, 1980 10.0DESIGN DENSITY: 0.1 GPM/SQ.FT. 3" WSP (E) 18/24/18ISSUE FOR DD REVIEW 29/18/18ISSUE FOR IFD CALC REVIEW 49/26/18ISSUE
FOR CONSTRUCTION 04816 SCALE: 1/8"=1'-0" 02550100 SCALE: 1"=50'-0"