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14'-10" <br /> LEGEND 4-0 e-D 2-10 <br /> 10 10.5 11 11 <br /> POINT OF CONNECTION <br /> GENERAL NOTES to S2 to S, - <br /> O - - <br /> z 0F, 7 0 $-D <br /> CONSTRUCTION NOTES CONT. CONSTRUCTION NOTES " G' <br /> I w Imo. <br /> PROVIDE FIRE PROTECTION FOR VERTICAL STORAGE UNIT 1. THE BOEING EVERETT FIRE INSPECTION DEPARTMENT 6 " <br /> (VSU) IN ACCORDANCE FM GLOBAL DS 8-34 (206-655-8800) SHALL BE NOTIFIED 24 HOURS IN b s4 b S3 <br /> PAR. 2.4 - VERTICALLY ENCLOSED AUTOMATIC STORAGE AND ADVANCE OF ALL VALVE CLOSURES, FLUSHING, AND <br /> RETRIEVAL SYSTEMS: HYDROSTATIC TESTS ON THE FIRE PROTECTION <br /> - PROVIDE PROTECTION AT TOP OF UNIT PER PAR. SYSTEM. THE MAXIMUM DURATION OF A SYSTEM <br /> 2.4.3.3.2. CLOSURE IS 8 HOURS UNLESS PERMISSION IS 0 <br /> - DESIGN PER HEIGHT OF VSU - 38 Fr GRANTED BY THE FIRE CHIEF. <br /> - MAX SPACING - 8 FT LINEAR AND 64 SF AREA. 2-10 8-0 4-0 <br /> - MIN. K-FACTOR & PRESSURE - SEE TABLE 47. 2. A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE <br /> TEMPERATURE RATING: 1I WILL BE REQUIRED UPON COMPLETION OF THE <br /> - USE QUICK RESPONSE PENDENT STORAGE STYLE TESTING. THE CERTIFICATE MUST BE SIGNED OFF BY north N VSU - PLAN VIEW <br /> �r �T SPRINKLERS. THE BOEING EVERETT FIRE INSPECTOR DEPARTMENT a"=1'-G' (TOP of VSU) <br /> HOSE STREAM DEMAND - 250 GPM. PRIOR TO COMMENCING ADDITIONAL WORK ON THE <br /> - IMPACTED RISER: SV53-3. FIRE PROTECTION SYSTEM. <br /> EXTEND NEW FIRE LINE TO VSU FROM EXISTING 4" HEADER <br /> (HEADER ELEVATION APPROX. 20 FT Al 3. PIPE HANGER SPACING SHALL BE PER NFPA #13. <br /> SIZE NEW LINE BASED ON HYDRAULIC CALCULATIONS. <br /> PROVIDE NEW UNIT VALVE UV53-3A. USE BUTTERFLY 4. ALL SPRINKLER PIPING SHALL BE SCHEDULE 40 3-82' _2-B_ 3-az <br /> ASTM A-53 GRADE B BLACK STEEL FOR VERTICAL <br /> VSU REF VALVE WITH GEAR OPERATOR AND INTEGRATED SUPERVISORY RISERS, HORIZONTAL MAINS, AND CROSS MAINS. <br /> MNW SWR.um ® SWITCHES. MOUNT VALVE ® 48"Al „.2 7p': 4 <br /> 5. SPRINKLER SYSTEM PIPE FITTINGS SHALL BE ASME � � �•• <br /> 0 <br /> PROVIDE NEW SEISMIC LOOP AT CONNECTION TO PIPING B16.3 CLASS 150 THREADED MALLEABLE IRON FOR 3 <br /> ATTACHED TO VSU. 1-t�" AND SMALLER, AND VICTAULIC GROOVED AFF - 1-t <br /> INSPECTOR TEST i Sz O <br /> VALVE FOR 53-M7A {� UV53-3A�� FITTINGS FOR 2-1/2" AND LARGER. PIPE FITTINGS U JN <br /> F� SPRINKLER HEADS ARE PLACES WITHIN THE VSU PER FOR 2" MAY BE EITHER THREADED MALLEABLE IRON ' <br /> x \._% <br /> PACIFIC INTERGRATED HANDLING (PIH) MODULA 1OR VICTAULIC GROOVED PER ABOVE. 3-22 3-8 3-22 <br /> TYP. SPRINKLER INSTALLATION GUIDELINES, DRAWING 6. COUPLINGS FOR GROOVED PIPE AND FITTINGS SHALL <br /> rx x x x x x x x x MLD-SPRINLER_LOC, DATED 8/8/2024. BE VICTAULIC STYLE 07 ZERO-FLEX OR BOEING <br /> C APPROVED FM LABELED COUPLINGS AND FITTINGS. 2 <br /> 7. HYDROSTATIC TEST: PRESSURE - 225 PSIG, <br /> ❑ C DURATION - 2 HOURS. <br /> El 8. SEISMIC BRACING SHALL BE INSTALLED IN <br /> x ACCORDANCE WITH FM STANDARDS. SEE FM DATA 1 <br /> SHEETS 2-8, "EARTHQUAKE PROTECTION FOR <br /> HYDRAULIC REMOTE AREA WATER-BASED FIRE PROTECTION SYSTEMS" FOR MF2 MF1 <br /> SPECIFIC DETAILS. SPRINKLER DESIGN SHALL BE IN <br /> REMOTE AREA: TOP OF VSU ACCORDANCE WITH THE LATEST VERSIONS OF NFPA (H2) H2) 4" METRA-FLEx <br /> FILE No.: VSU.SDF 13 AND FM GLOBAL DATA SHEET 2-0. <br /> DENSITY: 52 PSI /HEAD 9. AUTOMATIC SPRINKLER HEADS SHALL BE 155 - 165 4_72 1 z 4-32 <br /> DEGREE F. TEMPERATURE RATED, UNLESS NOTED <br /> HOSE DEMAND: 250 GPM OTHERWISE. (#2) #2) <br /> I MAX SO FT PER HEAD: 64 S0. FT. 10.ALL EQUIPMENT SHALL BE UL LISTED AND FM 4"xl"DRINA 4"B VA. AFF <br /> 1"DRN.VA. <br /> TOTAL HEADS FLOWING: 4 HEADS APPROVED FOR FIRE SERVICE. <br /> MACHINE MAIN <br /> 0 <br /> K-FACTOR: 16.8 CONTROL CABINET <br /> 11. SUBMIT SHOP DRAWINGS HYDRAULIC CALCULATIONS <br /> END HEAD PRESSURE: 121.1 GPM & 52.0 PSI AND MATERIALS FOR BOEING GREF AND BOEING <br /> FIRE PROTECTION ENGINEERING REVIEW AND <br /> �x PRESSURE AT B.O.R.: 121.7 PSI APPROVAL PRIOR TO START OF CONSTRUCTION. <br /> ELEVATION VIEW <br /> - Ile=1'-D, SOUTH SIDE FLOW AT BASE OF RISER: 486.9 GPM <br /> o, ax I u nT. <br /> / <br /> 12. SUBMIT FINAL AS-GUILTS AFTER CONSTRUCTION <br /> - - <br /> COMPLETION. <br /> x " <br /> 2" 2" � SAFETY FACTOR: 17.0 PSI <br /> I L <br /> 'v <br /> UST COLLECTOR (REF) <br /> i I 1M261 1M262 <br /> x x D SEISMIC BRACE <br /> M Oul CWSMSJM1m 2n 2" M GmDJ1eRrSptee � WE BEAM WF BEAM C.5 <br /> oleo FIG.B2' oL O nG.TTA Standard: FM Global Loss Prevention Data Sheet 2-8, 1 M263 M264 i M265 <br /> SWAY BRACE ATTACH SWAY BRACE ATTACH <br /> '(2220) PE RPENDICU(AR'(2220) Earthquake Protection, Dated October,2017 <br /> P ° Lateral: 4" Sch.40 Pipe, maximum spacing 40'-Y' <br /> TOLCOOFIG.a98 45-59 �4 � sw✓OFIG.WO -Weight of sch.40,water-filled pipe.(Table 3.1.5) 1 M266 1 M267 1 M268 <br /> '(2790) �•� '(2790) 40'-0" x 16.4 =656 lbs. HExk BOLT,NUT+wsHR. <br /> - �/ a,". iC.c"' +Horizontal Seismic Load (H) H.5 <br /> FOR CONTINUATION,SEE I OF 2 656 lbs x 0.77(0.7x1.102) =505 lbs. <br /> north I s)s'sa sreuT x B' 1 M269 1 M270 1 M271 <br /> PARTIAL BUILDING PLAN Longitudinal: 4" Sch.40 Pipe,maximum spacing 50'-0" <br /> 1/B"=1'-C" (40-53 BUILDING) TOLCO STRUT PIPE CLMP. K <br /> TolcoFlG.Idol IN-LINE GRACE <br /> ATTtrncn, +Weight of sch.40,water-filled pipe.(Table 3.1.5) <br /> SWAY BRACE ATTACH. '(650) 50'-T x 16.4 =820 IDS. <br /> (1200) <br /> -Horizontal Seismic Load (H) KEY PLAN BLDG. 40 <br /> LATERAL BRACE LONGITUDINAL BRACE 820 IDS x 0.77(0.7x1.102) =631 lbs. HANGER#2 SCALE:NONE <br /> '(FM GLOBAL LOAD VALUES) '(FM GLOBAL LOAD VALUE5) <br /> ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP PROJECT: <br /> W AFF-CENTERLINEABOVE FINISH FLOOR SYMBOL MAKE MODEL ME S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: NO. DATE BY DESCRIPTION •• ��� Boeing 40-53 Building <br /> BFC-CENTERLINE BELOW FINISH CEILING �SµT�3T <br /> BOB-CENTERLINE BELOW BOTTOM OF BEAM <br /> ® VIKING M QR/SSP VK503 165' 3/4" 16.8 N/A BR 28 NZ 4 RESIDUAL: ©10/24 Ga Revised per Boeing Fire's review. �E aveli+Klw s�s ria � l 3003 W.Casino Rd. <br /> BOG-CENTERLINE BELOW BOTTOM OF CHANNEL <br /> BOD-CENTERLINE BELOW BOTTOM OF DECK FLOWING: Q 20 MBIKCr 13 / Everett,WA.98203 <br /> BOP-CENTERLINE BELOW B070M OF JOIPURL DATE: 0 VI AS373NT s"I" Canpany VIKING AUTOMATIC SPRINKLER COMPANY <br /> BOP-CENTERLINE BELOW BOTTOM OF PURLIN <br /> N BTJ-CENTERLINE BELOW TOP OF JOIST 3434 FIRST AVENUE SOUTH <br /> S COJ-CUT ON JOB LOCATION: 0 K 70/77/24 POPE <br /> LAND LONGVIEW <br /> DOE GROOVEONEEND SEATTLE,WA.98134 , <br /> PROVIDED BY: Q ................................. MEDFORD PHONE:206 622-4656 FAX:206 622-9319 MERIDEAN Fire Protection-Vertical Storage Unit <br /> TOE-THREAD ONE ENO SEATTLE ( ) ( ) POCATELLO <br /> GI_GROOVE x GROOVE FIRE PUMP INFORMATION Q CCBO p:VIKINAS373NT <br /> T-G-THREADx GROOVE <br /> T-T-THREAD xTHREAD PUMP TYPE: 0 DAM DRAWN: 6/24 DRAM BY: GC SHEET NUMBER <br /> N.I.C.-NOT IN CONTRACT THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. <br /> POO-POINT OF OONNEOTION TOTAL SPRINKLER THIS SHEET: 4 RATED PRESSURE: APPROVING AUTHORITIES IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED F 1-'1 of2 <br /> E G.O.L.:GRIPOOVEOLET(GROOVED WELDED OUTLET) WITHOUT THE WRIT TEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. SCALE: PROJECrNUMBER: <br /> P.O.L.PE O-LET(THREADED WELDED OUTLET) TOTAL SPRN KLERS THIS PROJECT: 4 RATED GPM: BoeingFire,Cityof Everett Noted WO-11414-2 <br />