|
A"
<br />*i' -IT B.O.D.
<br />'TYCO" MODELTY-FRB*
<br />K=5.6, 117 I.P.S., 155'
<br />WHITE RECESSED PENDENT
<br />SIN # TY323
<br />I
<br />18' TA @ 29 O.C.
<br />-w-LAr%
<br />r
<br />SHOWN FOR REFERENCE ONLY. SCALE - I" = 20'-0"
<br />NOTES:
<br />1.) ALL UNDERGROUND PIPING IS SHOWN FOR REFERENCE ONLY. ACTUAL DESIGN,
<br />SUBMITTAL, APPROVAL, INSTALLATION, TESTING AR
<br />ND/OFLUSHING IS THE
<br />RO
<br />ESPNSIRILITY OF OTHERS. I
<br />20 GAUGE METAL ROOF DECK
<br />STEEL E-BEAM
<br />'TYCO'MMFL'RF41'
<br />K=5.60,112" I.P.S., 155'
<br />WHITE RECESSED PENDENT
<br />SIN # TY3531
<br />3" FEED MAIN
<br />@
<br />*1=10' B.O.D. TYPICAL U.N.O.
<br />(+ I T -r A.RR)
<br />*V BRANCHLINE -
<br />@ `1'4. B.O.D. TYR U.N,O
<br />"TYCO' MODEL "TY -FRB"'
<br />K=5.60, VT I.P.S., 1550
<br />BRASS UPRIGHT W1 HEAD
<br />SIN # TY313
<br />CAFETERIA G100
<br />OPEN TO STRUCT ABOVE
<br />TYPICAL BUILDING CROSS SECTION
<br />BUILDING SECTION IS SHOWN FOR REFERENCE ONLY, SCALE_ VW =1'-0'
<br />4" FEED MAIN
<br />0 " 7-4' B.O.D. TYPICAL U.N.O.
<br />(+ 211-111- A.F.F.)
<br />TOP OF WALL
<br />01-01,
<br />FINISH FLOORY
<br />EXISTI
<br />HYDR,4
<br />STATIC PRESSURE IS 52.0 PSI
<br />RESIDUAL PRESSURE IS 48.0 PSI
<br />GALLONS FLOWING IS 1,113.0 GPM
<br />3,421.0 GPM @ 20.0 PSI
<br />21/2" TEST ORIFICE W10.90 COEFFICIENT
<br />WITNESSED BY TY CAMPBELL W/
<br />CITY of MANTECA FIRE DEPARTMENT
<br />FOR HYDRAULIC REFERENCE ONLY NOT TO SCALE
<br />ACCESSIBLE PARKING STALL CALCULATION
<br />BUILDING LEGEND
<br />80 STALLS
<br />BUILDING
<br />MARK
<br />BUILDING NAME
<br />BUILDING
<br />AREA
<br />DSA APPLICATION NUMBER
<br />A
<br />CLASSROOM BUILDING
<br />7,910 SF
<br />#5559, #48889
<br />B
<br />CLASSROOM BUILDING
<br />11,125 SF
<br />#5559,#48889
<br />C
<br />CLASSROOM BUILDING
<br />5,555 SF
<br />#9771
<br />D
<br />CLASSROOM BUILDING
<br />4,060 SF
<br />#9771, #48889
<br />E
<br />CLASSROOM BUILDING
<br />9,975 SF
<br />#48889,#12484
<br />F
<br />MULTIPURPOSE
<br />4,468 SF
<br />#02-106558
<br />G
<br />NEW CAFETERIA
<br />112,351 SF
<br />112,351 SF
<br />P8
<br />CLASSROOM BUILDING
<br />960 SF
<br />#46447
<br />P9
<br />CLASSROOM BUILDING
<br />960 SF
<br />#46447
<br />P14
<br />CLASSROOM BUILDING
<br />960 SF
<br />OH: 1,524 SF
<br />P15
<br />CLASSROOM BUILDING
<br />960 SF
<br />P16
<br />CLASSROOM BUILDING
<br />960 SF
<br />P17
<br />CLASSROOM BUILDING
<br />960 SF
<br />P18
<br />CLASSROOM BUILDING
<br />960 SF
<br />ACCESSIBLE PARKING STALL CALCULATION
<br />TOTAL PARKING STALL COUNT.,
<br />80 STALLS
<br />ACCESSIBLE PARKING STALLS
<br />(TABLE 11B-6)
<br />REQUIRED ACCESSIBLE STALLS:
<br />4 (201-300 TOTAL STALLS)
<br />REQUIRED VAN ACCESSIBLE STALLS:
<br />I ("ACCESSIBLE STALLS)
<br />ACCESSIBLE STALLS PROVIDED:
<br />3 STANDARD & 3 VAN
<br />BUILDING DATA AND ALLOWABLE AREA ANALYSIS
<br />BUILDING
<br />OCCUPANCY
<br />CONSTRUCTION
<br />ALLOWABLE AREA
<br />ACTUAL BLDG.
<br />TYPE
<br />(TABLE 503)
<br />AREA
<br />NEW CAFETERIA UNIT
<br />V -B, NON SEPARATED,
<br />A2: 6,000 SF BASE
<br />A2: 6,414 SF
<br />G
<br />A2, B, S2, &
<br />SPRINKLERED
<br />ALLOWED wl
<br />W 2,838 SF
<br />F2
<br />SPRINKLER INCREASE
<br />S2: 283 SF
<br />f6,000+(6,00041)=24,000
<br />F2: 1,292 SF
<br />OH: 1,524 SF
<br />TOTAL AREA:
<br />12,351 SF
<br />(12,351<24,000)
<br />SHEETINDEX
<br />FP -1 SITE/ UNDERGROUNDPLAN, BUILDING SECTION & NOTES
<br />FP -2 HANGERS, BRACING & STANDARD DETAILS
<br />FP -3 OVERHEAD PIPING PLAN
<br />FP -4 REFLECTED CEILING PLAN
<br />FP -5 SEISMIC BRACING CALCULATIONS & DETAILS
<br />GENERAL NOTES & SPECIFICATIONS
<br />1) BUILDING: ONE STORY: TYPE V-6 NON -RATED CONSTRUCTION - WOOD & STEEL STRUCTURE
<br />21. OCCUPANCY, GROUP 6 (OFFICE), GROUP A2 (ASSEMBLY), GROUP S-2 (STORAGE), GROUP F2 (FOOD PROCESSING)
<br />3) HAZARD: LIGHT HAZARD (CAFETERIA, UNUSED ATTIC & OFFICE AREA), ORDINARY HAZARD GROUP I (KITCHEN)
<br />4) STANDARD: NFPA#13 (2013 EDITION) & NFPA #24 (2013 EDITION)
<br />5) DESIGN: CAFETERIA - 0.10 GPM1 SO. FT. OVER 1500 SO. FT. + 100 GPM HOSE
<br />KITCHEN - 0.15 GPM/ SO. FT. OVER ENTIRE AREA + 250 GPM HOSE
<br />UNUSED ATTIC AREA - 0.10 GPW SQ, FT. OVER 1500 SQ. FT, + 100 GPM HOSE
<br />OFFICE AREA - 0.10 GPW SO. FT. OVER 1000 SQ. FT. + 100 GPM HOSE
<br />6) WET PIPE SYSTEM' 'CFACTOR PIPE: HW 120
<br />7) 'K" FACTOR SPRINKLERS: 'TYCO' - TY -FRB - SSU - 117 ORIFICE - K = 5,60 - SIN# TY313
<br />'TYCO' - TY -FRB - SSP - 912" ORIFICE - K = 5.60 - SIN# TY323
<br />'TYCOr-RF4I - SSP -112*ORIFICE -K=5.60-$IN#TY3531
<br />`TYW-DS-1 - SSP -IIZORIFICE -K=5,60-8[N#TY3255
<br />8) TOTAL HEADS USED: 176
<br />9) BASE OF RISER DEMAND: SEE HYDRAULIC CALCULATION SHEETS
<br />ITEMS TO APPEAR ON HYDRAULIC DATA PLATE AT RISE ASSEMBLY.
<br />OVERHEAD NOTES
<br />1) WET SPRINKLER SYSTEM IS HYDRAULICALLY DESIGNED IN ACCORDANCE WITH NFPA #13 (2013 EDITION) AND LOCAL AUTHORITIES:
<br />A) 0.10 GPW SQ. FT. OVER 1500 80. FT. + 100 GPM HOSE FOR LIGHT HAZARD OCCUPANCY (ASSEMBLYICAFETERIA)
<br />UPRIGHT SPRINKLERS ARE SPACED AT 130 SQ, Fr. MAX,
<br />8) 015 GPM SO. FT, OVER THE ENTIRE AREA* 250 GPM HOSE FOR ORDINARY HAZARD GROUP I OCCUPANCY (KITCHEN)
<br />CEILING SPRINKLERS ARE SPACED AT 130 80, Ft. MAX AT ALL AREAS EXCEPT = SQFT, MAX AT THE OFFICE AREA.
<br />C) 0.10 GPM1 SQ. FT. OVER 1500 Sia. FT.+ 100 GPM HOSE FOR LIGHT HAZARD OCCUPANCY (UNUSED ATTIC AREA)
<br />UPRIGHT SPRINKLERS ARE SPACED AT 130 $0. FT. MAX.
<br />D) 0.10 GPMI SQ. FT. OVER 1000 SQ. FT.+ 100 GPM HOSE FOR LIGHT HAZARD OCCUPANCY (OFFICE AREA)
<br />CEILING SPRINKLERS ARE SPACED AT 225 SQ. FT, MAX. IN ALL AREAS EXCEPT AT130 SQ, FT. MAX IN TABLE STORAGE.
<br />2) SPRINKLER HEADS ARE INTENDED TO BE LOCATED SYMMETRICALLY IN CENTER OF CEILING TILES, BAYS, ROOMS, OR ALIGNED WITH
<br />ANY FIXTURES. ACTUAL LOCATIONS MAY VARY DUE TO FIELD CONDITIONS.
<br />3) 'CEN -CAL FIRE SYSTEMS, INC." TO) START WORK AT A 6' FLANGE LEFT 6" ABOVE FINISH GRADE BY OTHERS,
<br />41 ALL OVERHEAD PIPING, FITTINGS, HANGERS, EARTHQUAKE BRACING, ETC, TO BE INSTALLED IN ACCORDANCE WITH NFPA #13 &
<br />LOCAL AUTHORITIES,
<br />5) ALL MATERIAL TO BE NEW AND U.L. ANDI OR F.M. APPROVED, AS REQUIRED.
<br />6) EARTHQUAKE BRACING SYMBOL: =zt
<br />7) HYDROSTATIC TESTING TO BE IN ACCORDANCE WITH NFPA #13 (2013 EDITION) SECTION 25.2.1.
<br />8) AUTHORITY HAVING JURISDICTION: (48-HOUR NOTICE IS REQUIRED PRIOR TO PIPE INSPECTION ANDI OR HYDRO, TESTING)
<br />DEPARTMENT OF STATE ARCHITECT
<br />1102 0 STREET, STE. 5200
<br />SACRAMENTO, CA 95811
<br />916445-8730
<br />ATTN, PLAN REVIEWER
<br />9) ALL ELECTRICAL, PAINTING, CENTRAL STATION HOOK-UP, STRUCTURAL CALCULATIONS, UNDERGROUND PIPE AND; OR VALVES ARE
<br />BY INSTALLING 'CONTRACTORS.
<br />1 D) ALL PIPE TO BE MANUFACTURED BY -ALLIED TUBE & CONDUIT ANDI OR BULLMOOSE' WITH CRR OF 1.00 OR GREATER, ALL BLACK
<br />STEEL WELDED PIPE TO BE SCHEDULE 101 SCHEDULE 40 PIPE TYPE WITH GROOVE FITTINGS. ALL BLACK STEEL THREADED PIPE TO
<br />BE SCHEDULE 40 PIPE TYPE WITH 125 LB. CAST IRON FITTINGS.
<br />11) DO NOT CUT, NOTCH, DRILL OR MODIFY ANY STRUCTURAL MEMBER, I.E. WOOD OR STEEL BEAMS, WOOD OR STEEL TRUSSES,
<br />COLUMNS ETC, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER. THIS DOES NOT APPLY TO
<br />HANGERS, EARTHQUAKE BRACING ATTACHMENTS OR ANY OTHER APPROVED DETAILS SHOWN ON OUR APPROVED PLANS.
<br />UNDERGROUND NOTES
<br />1) ALL UNDERGROUND PIPING IS SHOWN FOR REFERENCE ONLY. ACTUAL DESIGN, SUBMITTAL, APPROVAL, INSTALLATION, TESTING
<br />ANDIOR FLUSHING IS THE RESPONSIBILITY OF BY INSTALLING CONTRACTORS,
<br />2) ALL UNDERGROUND PIPING, FraINGS, THRUST BLOCKS, VALVES, ETC. TO BE INSTALLED IN ACCORDANCE WITH NFPA #13 (2013
<br />EDITION), #24 (2013 EDITION) AND LOCAL AUTHORITIES BY INSTALLING CONTRACTORS,
<br />3.1 ALL MATERIAL TO BE NEW AND U.L. AND! OR F.M. APPROVED AS REQUIRED BY INSTALLING CONTRACTORS.
<br />4) MINIMUM UNDERGROUND BURY IS 36' EXCEPT 42' UNDER DRIVEWAYS BY INSTALLING CONTRACTORS.
<br />5) THRUST BLOCKS SHALL BE PLACED AT ALL CHANGES IN DIRECTION AND AT THE BASE OF RISERS BY INSTALLING CONTRACTORS,
<br />61 'CEN -CAL FIRE SYSTEMS, INC! TO START WORK AT A 6' FLANGE LEFT T ABOVE FINISH GRADE BY INSTALLING CONTRACTORS.
<br />7) ALL ELECTRICAL, PAINTING, CENTRAL STATION HOOK-UP, UNDERGROUND WATER CONNECTION, UNDERGROUND PIPE ANDIOR
<br />VALVES T0 ARE BY INSTALLING CONTRACTORS.
<br />CEN -CAL
<br />stO AL
<br />FIRE SYSTEMS, INC. � � L"�,
<br />CA bc, No. 498547 NV Lie. Na. 35006
<br />P.O. BOX 1284
<br />Lodi, CA 95241
<br />(209) 334-9119 Fax (209) 334-2923
<br />Emaid: sprk@cen-calfite.com
<br />PRE SPRMER DRAWING PREPARED BY AND' PROPERTY OPCENZAL FIRE SYSTEMS FOR USE IN ACCORD
<br />VWH SECTION 6737,4 OF PROFESSIONAt- ENGINEERS ACT OF THE STATE OF CALIFORNIA. FIRE SPRIMLER
<br />DRAWINGS GUARANTEED OWY IF CEN -CAL FIRE SYSTEMS 18 THE INSTAU-WG CONTRACTOR,
<br />NO, JM�2975ag
<br />'S
<br />REN. 6-30-16
<br />C C
<br />Copyright 0 2014 Rainforth Gram Architects. All rights reserved. Reproduction of these plans, either in whole or in part, including any form
<br />of copying andlor preparation of derivative works thereof. for any reason without prior written permission, is strictly prohNed.
<br />DSA
<br />File No. 31 _S3
<br />IDENTIFICATION STAMP
<br />DIV. OF THE STATE ARCHITECT
<br />0-2-11qft
<br />AC /,4/FLS AM SS
<br />DATE
<br />DRAWN
<br />C.M.Q.
<br />CHECKED
<br />G.A.F.
<br />SCALE
<br />I" = 20'-W
<br />PROJECT NO.
<br />15112
<br />DATE
<br />SHEET
<br />FP -1
<br />
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