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Permit#: K2407-002 <br /> VER evraen <br /> G H I J V EETT Site Address: 3003 W Casino Rd BLDG 40-53 <br /> I� Applicant: Viking Automatic Sprinkler Co <br /> 50'-O" 50'-0° 50'-O" 50'-0° Everett Fire Dept.Permit Review Application Date:0710812024 <br /> Status:Approved Description: BLDG 40-53 Dust Collector,Boeing <br /> Reviewed By:KBrown Everett <br /> 07/12/2024 8:26:47 Review Date: 07/12/2024 <br /> AM <br /> HYDRAULIC REMOTE AREA <br /> REMOTE AREA: ROUTER & COLLECTOR #2 <br /> FILE No.: ROUTER.SDF <br /> DENSITY: 0.40 GPM /SQ. FT. <br /> s2 5;-- HOSE DEMAND: 500 GPM <br /> ,9 1a <br /> 51 7-2 2 3-9 MAX SQ FT PER HEAD: 100 SQ, FT. <br /> 1"BALL VA. hJ TOTAL HEADS FLOWING: 6 HEADS <br /> W/PLUG <br /> DUST TOR 2 <br /> K-FACTOR: 8.0 <br /> ROUTER 2 SE F of2 END HEAD PRESSURE: 40 GPM & 25 PSI <br /> SEE FP2of2 b <br /> PRESSURE AT B.O.R.: 57.2 PSI <br /> FLOW AT BASE OF RISER: 253.4 GPM <br /> 5 6 I <br /> s3 14' <br /> " sa I SAFETY FACTOR: 21.6 PSI <br /> O 7-2 O 3-9 8 <br /> 6 <br /> APPROVED <br /> AUXILIARY DRAIN n 3 2 3z PUBLIC WORKS DEPARTMENT <br /> - ZT BY:Thad Newport DATE:07/1212024 <br /> 2, CITY OF EVERETT REVIEWED FOR PERMIT <br /> All,111, <br /> 47x2 <br /> 4 ,. 4.. 4, 4. V D 4, YMT 11 4. <br /> 0-2' 7-1Ji 10-6 10-6 10-6 10-6 -6 ',. - - 6-OV <br /> g <br /> ~ I+ r N <br /> 7-2 3-9 <br /> S.V. <br /> _ ROUTER #1 " I o U 53-3 <br /> SEE FP2of2 AFF <br /> 17 <br /> 8' ALARM VALVE <br /> b b 14 q" <br /> 7-2 3 9 <br /> I ® g' O.S.&Y VALVE <br /> DUST COLLECTOR#1 <br /> SEE FP2of2 <br /> (RI FLG <br /> I <br /> N 5'x4° <br /> CON-RED <br /> EX. SYSTEM RISER <br /> 4° 4° 4" 4° 4° 4" 5' 13 SV 53-3 <br /> 0-4 = 16 10-6 10-6 10-6 10-6 10-6 14 EX <br /> b <br /> E% b E% 0 <br /> �o0- EXISTING WET RISER <br /> 20'-6' 29'_6" 34'_2 40'-32"' 7._41 8'_2 1/2 =l'-D <br /> G H ROUTER SUPPLY MAIN J K <br /> p 1/8"=1'-0" (PARTIAL 40-53 BUILDING) <br /> 5 <br /> SCOPE OF WORK: <br /> EXTEND THE EXISTING WET SYSTEM, RISER#SV-53-3,TO PROVIDE PROTECTION IN <br /> TWO(2)NEW ROUTERS,DUST COLLECTORS,AND A VERTICAL STORAGE RACK, <br /> Wr BEAM DESIGN: <br /> SEISMIC BRACE SYSTEM DESIGN PER NFPA-13,EXTRA HAZARD,GROUP 2,0.40 GPM/SQ. FT. <br /> TOLCOFIG,128 WF BEAM TOGOFIG,828 WFBFAM MAXIMUM HEAD COVERAGE, 100 SO. FT. ROUTERS HEAD PLACEMENT DETERMINED <br /> SWAY BRACE ATTACH <br /> SWAY BRACE aTracn� Standard: FM Global Loss Prevention Data Sheet 2-8, <br /> sIaSO.SrRurxca -e '220) PERPENDIcuIARgzz2o) Earthquake Protection,Dated October,2017 AT ONSITE MEETING INVOLVING MICHAEL MULLAVEY(BOEING)AND REPRESENTATIVES <br /> BEAM CLMP. a PROVIDING/INSTALLING THE UNITS.DUST COLLECTORS ARE PROVIDED WITH 1" COUPLINGS <br /> POWER-5Tuor BID P Lateral: 4" Sch.40 Pipe,maximum spacing 40'-0° FOR SPRINKLER HEAD INSTALLATION.PROTECTION OF THE VERTICAL STORAGE RACKS <br /> JAM NUT Wi ROD COUP. ao TOLCO FIG.050 45°-5e° o� TOLco FIG.980 *Weight of sch.40,water-filled pipe. (Table 3.1.5) <br /> � SWVL.ATTACH. d 5WVL.ATTACH. SHALL MATCH OTHER EXISTING VERTICAL STORAGE RACKS. <br /> RETAIN-STRAP ALL THREAD ROD Bd'pi '127901 �`'� Yz7oo) 40'-0" x 16.4 =6561bs. <br /> ALL THREAD ROD <br /> 4a°-se° *Horizontal Seismic Load(IT) FITTER NOTES: <br /> P52G5I-T1 656 Its x 0.77(0.7xl.102) =505 Its. <br /> BEAM CLMP. 1)ALL NEW PIPING SHALL BE SCH. 40,BLACK. <br /> UNI-5TRUr Longitudinal: 4" Sch. 40 Pipe,maximum spacing 50'-0" 2)ALL FITTINGS FOR 12" &SMALLER PIPE SHALL BE THR'D MALLEABLE IRON,BLACK. <br /> PIPE CLMP. NE BRACE <br /> FITTINGS FOR 2 AND LARGER SHALL BE VICTAULIC GROOVED,ORANGE FINISH. <br /> LOG BRING HANGER BRING HANGER 2 <br /> COLUMN TO TTA -LINE BRACE anacn. *Weight of Sch.40,water-filled pipe. (Table 3.1.5) <br /> SWAY BRACE ATTACH. 9650) 50'-0' x 16.4 =820 Its. FITTINGS FOR 2" PIPE MAY BE EITHER M.I.BLACK,OR VICTAULIC GROOVED. <br /> oo) *Horizontal Seismic Load(H) 3)ALL GROOVED COUPLINGS SHALL BE VICTAULIC STYLE 07"ZERO-FLEX". <br /> DRAIN HANGER HANGER#I HANGER#2 LATERAL BRACE LONGITUDINAL BRACE 820 Ibs x 0.77(0.7xl.102) =631 lbs. 4)ALL NEW HANGERS SHALL BE PER DETAILS,SPACED PER NFPA-13. <br /> VERTICAL PIPE '(FM GLOBAL LOAD VALUES) '(I'M GLOBAL LOAD VALUES) 5)HYDRSTATIC TEST: 225 PSI FOR 2 HOURS. <br /> N ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS •N STAMP •M„N PROJECT: <br /> AFF-CENTERLINE ABOVE FINISH FLOOR SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: NO. DATE BY DESCRIPTION 1wEMixoroNerwrE Z�� Boeing 40-53 Building <br /> BFC-CENTERLINE BELOW FINISH CEILING ^`�•aFlr• ..—.C-a Or COM•ErEMCv <br /> BOB-CENTERLINE BELOW B070MOFBEAM Q VIKING M QR/HSW VK360 155° 3/4" 8.0 N/A BRNZ 12 RESIDUAL: Q Y REORINRLEREverEME l 3003 W.Casino Rd. <br /> BOC-CENTERLINE BELOW BOTTOM OF CHANNEL <br /> Boo-CENTERLINE BELOW BOTTOM OF DECK FLOWING: � 2031i-0991-Cr Level / Everett,WA.98203 <br /> BOP-CENTERLINE BELOW B00M OF DATE: 0 VIM A to AS373NT�Spnnklm Company VIKING AUTOMATIC SPRINKLER COMPANY <br /> BOP-CENTERLINE BELOW BOTT7 PURLOM OF PURLIN <br /> BTU-CENTERLINE BELOW TOPOFJOIST 3434 FIRST AVENUE SOUTH <br /> W E LOCATION: 0 713/24 <br /> COJ-CUT ON JOB PORTLAND LONGVIEW <br /> GO-_GROOVEONE END •••��•,1,•,RrM MEDFORD SEATTLE,WA.98134 MERIDEAN <br /> PROVIDED BY: 0 • -•= ""•••• PHONE:(206)622-4656 FAX:(206)622-9319 Router, Dust Collector&Vertical Stor. <br /> TOE-THREAD ONE ENO �•��•••••••••••• SEATTLE POCATELLO <br /> GI GROOVE x GROOVE FIRE PUMP INFORMATION Q CCBO#:VIKINAS373NT <br /> T-G-THREADx GROOVE <br /> T-T-THREAD x THREAD PUMP TYPE: 0 Roted <br /> 2/24 GCSHEET NUMBER <br /> N.IC.-NOT D CONTRACT THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY.P00-POINT OF CONNECTION TOTAL SPRINKLER THIS SHEET: 12 RATED PRESSURE: APPROVING AUTHORITIES IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZEDFP1of2 <br /> S PO.L.PIPEO-LET(THR(EADEDWELDEDOUTLr)�) TOTAL SPRINKLERS THIS PROJECT: z RATED GPM: BOe10 Fire,Cit of Everett WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. PR WO -2 <br />