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Permit#: K2312-006
<br /> Site Address: 3003 W.Casino RD BLDG 40-54
<br /> Applicant: Viking Auto Sprinkler Co
<br /> Application Date: 12/05/2023
<br /> o Description: Install 64 Rack Sprinklers
<br /> CONF.*2-ANGLE'F Review Date: 12/07/2023
<br /> 1,
<br /> 2'DOLT,NUT 4 WEIR, in
<br /> TOLCO 5WVLFIG.980 (2850 LOAD-RATE)
<br /> (279 ATTACHMENT `
<br /> (2790 LOAD-RATE)
<br /> 60°-90° \ N° CONF.6I-ANGLe'C - O - EVERETT
<br /> 0Q0.\ (2Do�TLOIII DRAVEHR. HYDRAULIC CALCUU�TONS JE.3 wauGlRr Everett Fire Dept.Permit Review
<br /> CIX Nur 4 WASHER Status:Approved
<br /> 5
<br /> TOILS
<br /> TIG.IGOI O REMOTE AREA: INDOOR (SINGLE ROW) Reviewed By:KBrown
<br /> Au THREAD ROD
<br /> Sway DRACE Arracn, - - 12/07/2023 3:53:14
<br /> (1200 LOAD-RATE) �' rn FILE No.: INDOOR RACK.2.SDF PM
<br /> LATERAL BRACE O DENSITY: 121 GPM/HD - (4) HEADS ® RINGHANGER APPROVED
<br /> 60°-90
<br /> PUBLIC WORKS DEPARTMENT
<br /> HOSE DEMAND: 500 GPM HANGER#I BY:THermeR
<br /> CONE A2-ANGLE'F 4 DATE:12/14/2023
<br /> /2'DOLT,NUT<WSHR. - MAX SO FT PER HEAD: EVERY TRANSVERSE FLUE CITY OF EVERETT REVIEWED FOR PERMIT
<br /> TOLCO FIG.980 12650 LOAD-RATE)
<br /> SWt/L.ATTACHMENT
<br /> 12790LOAD-RATE) TOTAL HEADS FLOWING: 4 HEADS
<br /> CONF1 LE'C K-FACTOR: 25.2 waLL GIRT
<br /> T N\ /(2550 DOLT,NUT
<br /> Pipe Clamps
<br /> END HEAD PRESSURE: 121 GPM I I
<br /> TOLW1IG,11IN-UNI M PRESSURE AT B.O.R.: 61.9 PSI M B2400-Standard Pipe Strap
<br /> SWAY BRACE ATTACH. Design Loea r
<br /> (790 LOADRATE) FLOW AT BASE OF RISER: 487.2 GPM TOLCOFIG.I001
<br /> SWAY BRACE ATTACH. Size Range:'J1 ns,,,,,p thru 24"i600,�)pipe Pipe Sire
<br /> LONGITUDINAL BRACE '(1200) Materlsl:steel -
<br /> 60°-90° SAFETY FACTOR: 12.6 PSI M . _-5,o) Punt,R:oesi9nedmrsupoonm9piaerpref
<br /> 14,
<br /> SWAY BRACE ATTACH. strut supports.
<br /> I/2'DOLT,NUT 4 WEIR, APPrwals:Underwriters Laboratories Llstedfor
<br /> 2850 LOAD-RATE) 04 o0ms t.Fe,B I Specfireson iM Haa71 E&y
<br /> SEISMIC BRACE _ _ E 5 A-A-„BA,TYPS2,ty NSIVISSPr 6 �atl3
<br /> AA 119ZA,Ty 26c ANSI/MSS S &SP 58, \
<br /> Type 26. D
<br /> in _ in P5-1005TRUTx 10'-d' RniI Eearo-GeWan@ed.Convect cusromer seance
<br /> Standard: FM Global Loss Prevention Data Sheet 2-8, f°r aRemativ finishes and mammas.
<br /> Earthquake Protection, Dated October, 2017
<br /> OMer ey:Part number,pipe size and finish
<br /> No[e:Ductile iron sizes available.
<br /> Lateral: 4' Sch. 40 Pipe, maximum spacing 40'-0” - WALL GIRT Sp iml 'td ensions ,I.bla°nra°ae
<br /> t,aetpry
<br /> *Weight of sch. 40, water-filled pipe. (Table 3.1.5) Y M Y RACK HANGER
<br /> 40'-0" x 16.4 =656 Ibs.
<br /> *Horizontal Seismic Load (H) LATERAL BRACE#I 401
<br /> 656 Its x 0.77 (0.7x1.102) =505 Ibs.
<br /> o ^ o
<br /> Longitudinal: 4' Sch. 40 Pipe, maximum spacing 50'-0" M a
<br /> *Weight of sch. 40, water-filled pipe. (Table 3.1.5) _ _ SCOPE OF WORK:
<br /> 6G'-G" X 16.4 =984 IbS. - _ INSTALL SPRINKLERS IN NEWLY RELOCATED SINGLE-ROW RACKS.
<br /> H ,!� , M CONNECT TO THE EXISTING WET SYSTEM,RISER SV-54-9.
<br /> *Horizontal Seismic Load
<br /> O SEE"EXISTING WET RISER DETAIL"
<br /> 984 lbs x 0.77 (0.7x1.102) =758 Ids.
<br /> DESIGN:
<br /> DESIGN PER BOEING 90%SUBMITTAL DRAWING M514, DATED 10.19.2023,CONSTRUCTION NOTES,
<br /> NOTE 14,GENERAL PALLET RACK SPRINKLER REQUIREMENTS:
<br /> TOP STRUT PIPE SUPPORT SHEET METAL CANOPY(22 GA.) - �n _ LOCATE SPRINKLERS AT EVERY TRANSVERSE FLUE SPACE,ARRANGED ALONG CENTER OF RACKS.
<br /> (1 5/8'x 2 7/16'MIN.) ATTACHED TO TOP STRUT SUPPORT ,.� ,.� NOTE 15,HYDRAULIC DESIGN:
<br /> (BY BOEING CONSTRUCTION) (BY BOEING CONSTRUCTION) MINIMUM 121 GPM/HEAD,(4)MOST REMOTE SPRINKLERS,500 GPM HOSE, DO NOT BALANCE
<br /> RACK DEMAND WITH CEILING DEMAND, DO NOT EXCEED 20 FT/SECOND VELOCITY,FM GLOBAL
<br /> TOO FIG980
<br /> APPROVED,ESFR PENDENT SPRPINKLER,K14.0 OR LARGER, 135'-17YF TEMPERATURE RATING.
<br /> LC ,
<br /> - M 52790ATTACHMENT
<br /> L0 LOAD FITTER NOTES:
<br /> NFPA-13,2019 EDI110N
<br /> 14.2.10.1.3 MINIMUM
<br /> DEFLECTOR DISTANCE 5 0 _ - 90, 1)ALL NEW PIPING SHALL BE SCH. 40, BLACK.
<br /> UNI-STRUT EXTENSIONS TO ENSURE
<br /> MIN.36°CLEARANCE BETWEEN TOP - a 2)ALL FITTINGS FOR 12' &SMALLER PIPE SHALL BE THR'D MALLEABLE IRON,BLACK.
<br /> COMMODITY( BOEINGSCONSTRUCTION croR - °�4`O� FITTINGS FOR 2z' AND LARGER SHALL BE VICTAULIC GROOVED,ORANGE FINISH.
<br /> ( ) 6•c TOLco FIG.loos FITTINGS FOR 2" PIPE MAY BE EITHER M.I.BLACK,OR VICTAULIC GROOVED.
<br /> SWAY BRACE ATTACH.
<br /> (1200 LOAD-RATE) 3)ALL GROOVED COUPLINGS SHALL BE VICTAULIC STYLE 07"ZERO-FLEX'.
<br /> 4)ALL NEW HANGERS SHALL BE PER DETAILS,SPACED PER NFPA-13.
<br /> RACK HANGERS(PIPE-STRAP) PROVIDES LATERAL&LONGITUDINAL RESTRAINT.
<br /> - o NO ADDITIONAL SEISMIC BRACING REQUIRED IN RACKS.
<br /> /(3)3'0'0'LOAD
<br /> M 4-WAY BRACE 5)HYDRSTATIC TEST:225 PSI FOR 2 HOURS.
<br /> (250 Lbs) - PIAN VIEW
<br /> 2'-0" WX. WET SYS. RISER r� 1
<br /> RACK suPPoreT 30'-9" (SV-54-9)
<br /> I I
<br /> (3) 10'-3" RACKS
<br /> r BAR NEW 6"x4'
<br /> / 3„2 S S,2 3 2 3.. S"2 S 2 3.. 3..2 S, l - vc.MECH.TEE 4
<br /> O
<br /> 3-5 3-4 3-5 3-5 3-4 3-5 3-5 3-4 3-5 3-10 W s'-s AvutB 1 3 5 7
<br /> ARE
<br /> 40'S 6 13,1 -I EX.6R RELIABLE
<br /> o ALARM VALVEt
<br /> RACK UPRIGHTS AV1 ® 11
<br /> 0
<br /> 4"VICTAULIC#7050 FLEX 4" FLEX © ® © •3
<br /> (250 Lbs) m o .� BUTTERFLY VALVE
<br /> WITH TAMPER AFF
<br /> 2'-6' 3'-4' 21'-8" 9'-1' 3'-10" 12'-1' 1'-0' �I w C.6
<br /> !1-DRAIN Ts�7
<br /> W sf o
<br /> �jj 25'-0" 25'-0" 25'-0" E
<br /> 7 Fes.D'-a
<br /> SINGLE—ROW RACK CROSS SECTION north FIRE PROTECTION PLAN EXISTING WET RISER (SV-54-9� °rth KEY PLAN
<br /> 1/2•-1•-0• /lc=1-or (INDOOR SINGLE-ROW RACK) 1/2*=l'-0• (LOOKING NORTH) SCALE:NONE
<br /> ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP PROJECT:
<br /> W ARE-CENTERLINEABOVE FINISH FLOOR SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: NO. DATE BY DESCRIPTION ��� Boeing 40-54 Building
<br /> BEC CENTERLINE BELOW FINISH CEILING qp� onoN��
<br /> BOB-GENTERLNE BE.B070M OF BEAM � VIKING ESFR PENDENT VK510 155° V, 25.2 N/A BRNZ. 54 RESIDUAL: Q l 3003 W.Casino Rd.
<br /> BOC CENTERLINE BELOW BOTTOM OF CHANNEL DftMBli FIREPROTECTION
<br /> BOD CENTERLINE BELOW BOTTOM OF DECK ® VIKING ELO DRY PEND. VK547 286° r 11.2 N/A BRNZ. 0 FLOWING: Q 2ON4091-C L",W3 Everett,WA.98204
<br /> BOJ-CENTERLINE BELOW BOTTOM OF JOIST W"A1110-6.Bir C-4—Y
<br /> BoP-CENTERLINE BELOW BOTTOM OF PURLIN DATE: Q VIID140VII NT VIKING AUTOMATIC SPRINKLER COMPANY
<br /> N BTL CENTERLINE BELOW TOP OF JOIST 3434 FIRST AVENUE SOUTH
<br /> S LOCATION: Q 53&htf 12/4/23 �.,.,,
<br /> DOJ-cR ON �.., PORTLAND SEATTLE,WA.98134 LONGVIEW
<br /> TOE-GROOVEONEEND PROVIDED BY: Q � ... SETTLE PHONE:206 622-4656 FAX:206 622-9319 MERIDEAN In-Rack Protection
<br /> TOE-THREAOONE ENO ......r...u.s........... ( ) ( )
<br /> SEATTLE POCATELLO
<br /> GGGROOVE x GROOVE FIRE PUMP INFORMATION Q CCBO#:VKINAS373NT
<br /> Tfi-THflEADz GROOVE
<br /> T-T THREAD x THREAD PUMP TYPE: Q DATE DRAWN:
<br /> I2/4/23 DRAWN BY: GC SHEETNUMBER
<br /> N.I.C.-NOT IN CONTRACT THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY.
<br /> POC POINT OF CONNECTION TOTAL SPRINKLER THIS SHEET: 54 RATED PRESSURE: APPROVING AUTHORITIES IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED FP1 oft
<br /> E G.O.L.-GROOVE O-LET(GROOVED WELDED OUTLET) WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. SCALE: PROJECTNUMBEn:
<br /> POLL.-PIPE OLET(THREADED WELDED OUTLET) TOTAL SPRINKLERS THIS PROJECT: 64 RATED GPM: BoeingFire&The Cit of Everett Noted WO-10535
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