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Permit#: K2406-020 G E A 0 <br /> Site Address: 3003 W Casino Rd BLDG 40-87 <br /> Applicant Viking Automatic Sprinkler Co 1. THE BOEING EVERETT FIRE NSPECTION DEPARTMENT <br /> Application Date:06/26/2024 TOLCO FIG. 980 (206-655-8800) SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF <br /> Description: BLDG40-87 High DensiTyStorage SWVL.ATTACHMENT 1/7' x 3 1/2" TOLCO FIG.980 ALL VALVE CLOSURES, FLUSHING, AND HYDROSTATIC TESTS ON THE <br /> Review Date: os/26/2024 SWVL.ATTACHMENT 1/T x 3 1/T FIRE PROTECTION SYSTEM. THE MAXIMUM DURATION OF A SYSTEM <br /> (3360 LOAD-RATE) POWER-STUD+SDI 3360 LOAD-RATE POWER-STUD+SDI(s4o LOAD-RATE) ( (640 LOAD-RATE) CLOSURE IS 8 HOURS UNLESS PERMISSION IS GRANTED BY THE <br /> so-so° 1 SCNao l so-so° s91,11111f, <br /> FIRE CHIEF. <br /> Vn&I Ev R TT t)P Tyr- 2. A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE WILL BE <br /> Everett Fire Dept.Permit Review \\` III REQUIRED UPON COMPLETION OF THE TESTING. THE CERTIFICATE <br /> Status:Approved �TOLCO FIG. 1001 MUST BE SIGNED OFF BY THE BOEING EVERETT FIRE INSPECTOR <br /> Reviewed By:KBrown SWAY BRACE ATTACH. TOLCO FIG. 4L"IN-UNE" DEPARTMENT PRIOR TO COMMENCING ADDITIONAL WORK ON THE <br /> 06126/20224 2:47:06 r� HYDRAULIC cALcui�TiONs (790 LOAD-RATE)(1470 LOAD-RATE) SWAY BRACE ATTACH. FIRE PROTECTION SYSTEM. <br /> PM a-Bz J. PIPE HANGER SPACING SHALL BE PER NFPA #13. <br /> A-1 REMOTE AREA: HIGH DENSITY STORAGE RM. LATERAL BRAGS LONGITUDINAL BRAGS <br /> APPROVED d, _ tnxl-o 10. n 4. ALL SPRINKLER PIPING SHALL BE SCHEDULE 40 ASTM A-53 GRADE <br /> e'-<° B•-a° ANGLE:60°-90' CONFIGURATION ANGLE: 60'-90' CONFIGURATION1 <br /> o FILE No.: NEW DRY SYS.SDF B BLACK STEEL FOR VERTICAL RISERS, HORIZONTAL MAINS, AND <br /> DA EB0612812024 WORKS DEPARTMENT � � AFF �----_-_--- <br /> BY:THerman AFF { LEX (Ex) Yi_===> STANDARD: FM GLOBAL LOSS PREVENTION DATA SHEET 2-8. STANDARD: FM GLOBAL LOSS PREVENTION DATA SHEET 2-8. <br /> T-81" 4' o-s 0-6 DENSITY: FM GLOBAL 3-26 0.30 3500 SQ.FT. CROSS MAINS. <br /> CITY OF EVERETT REVIEWED FOR PERMIT AFF 7-51� J 2-3 w1111-8 L X <br /> LATERAL: LOCATED AT TOP OF VERTICAL PIPE. LATERAL: LOCATED AT TOP OF VERTICAL PIPE. <br /> J HOSE DEMAND: 500 GPM 4" scn.4o x 1s'-s" x 1s.4 In/ft= voso 4" scn.4o x so'-o x ts.4 In/ft= 820.00 5. SPRINKLER SYSTEM PIPE FITTINGS SHALL BE 150 LB. THREADED <br /> 2" Sch.40 x 42'-0" x 5.1 Ib/ft 214.20 G=(0.7)x Sds(1.102) = x 0.77 t <br /> (EX) r-11,° r 2' Sch.40 x 28'-0" x 3.6 Ib ft= 100.80 MALLEABLE IRON FOR 1-�" AND SMALLER, AND VICTAULIC GROOVED <br /> I,^ !! _ MAX SO FT PER HEAD: 100 / HORIZONTAL SEISMIC LOAD: 631.40 <br /> N Ovt� q' Sch.40 x 36'-0" x 29 Ib/ft= 104.40 FITTINGS FOR 2-1/2" AND LARGER. PIPE FITTINGS FOR 2" MAY BE <br /> 4'TYCO DRY vA A-2 TOTAL HEADS FLOWING: 46 HEADS 1" Sch.40 x 36'-0" x 2.1 Ib ft= 75.60 EITHER 150 LB. THREADED MALLEABLE IRON OR VICTAULIC <br /> AFF(EX)FDC (EX)DRY DP/t4'B F VA.- 4xi-6 Q S� / <br /> (EX)CHECK 1 0, S.P. - FLEX e i IX C C TOTAL WEIGHT (Wp) 765.60 GROOVED. <br /> FLEX 4" r-a O K-FACTOR: 11.2 & 5.6 G= (0.7)x Sds(1.102)= 1 x 0.77 <br /> Ex)os.&rFk=== VI.TEEJ 0 -6 AFF coMPREssoR Ex)o..& END HEAD PRESSURE: 30 GPM & 7.0 PSI HORIZONTAL SEISMIC LOAD: 589.50 6. COUPLINGS FOR GROOVED PIPE AND FITTINGS SHALL BE VICTAULIC <br /> -- II STN.- �4'CHECK Lc STYLE 07 ZERO-FLEX OR BOEING APPROVED FM LABELED <br /> F.F. F.F. CONC-PAD <br /> BY-OTHERS © PRESSURE AT B.O.R.: 106.5 PSI COUPLINGS AND FITTINGS. <br /> `'� SECTION 'A' SECTION 'B' <br /> 74=t FLOW AT BASE OF RISER: 303.0 GPM <br /> WE <br /> (LOOKING WEST) VALVE KM.SEC.808A 7. HYDROSTATIC TEST: PRESSURE - 225 PSIG, DURATION - 2 HOURS. <br /> (LOOKING WEST) SAFETY FACTOR: 10.1 PSI <br /> 8. SEISMIC BRACING SHALL BE INSTALLED IN ACCORDANCE WITH FM <br /> STANDARDS. SEE FM DATA SHEETS 2-8, "EARTHQUAKE PROTECTION <br /> FOR WATER-BASED FIRE PROTECTION SYSTEMS" FOR SPECIFIC <br /> 0 POWER-STUD+SDI <br /> DETAILS. SPRINKLER DESIGN SHALL BE IN ACCORDANCE WITH THE <br /> w/Roo coup. eRANCHUNE LATEST VERSIONS OF NFPA 13 AND FM GLOBAL DATA SHEET 2-0. <br /> A7 <br /> 0 ALL THREAD ROD VI F-FLEX AH 2 9. AUTOMATIC SPRINKLER HEADS SHALL BE 155 - 165 DEGREE F. <br /> _ TEMPERATURE RATED, UNLESS NOTED OTHERWISE. <br /> 16 - - _ - _ - - - 10.ALL EQUIPMENT SHALL BE UL LISTED AND FM APPROVED FOR FIRE <br /> 'ELEC.BELL SEC. AB 2 SERVICE. <br /> -0 ERS 11� '-9 T-7" -5z 15 0;. 7-5} 7-6i <br /> RING HANGER � FLEX-BRKT. <br /> DSP FDIC 1 11.EXISTINO PIPING SHOWN IS DIAGRAMMATIC. PREPARE AS-BUILT OF <br /> EXISTING PIPING. <br /> AS / CSP FDC 3" N N 3" HANGER FLEX-HOSE DETAIL <br /> 12.SUBMIT FINAL FIRE SPRINKLER DESIGN SHOP DRAWINGS TO BOEING <br /> B 1•-1tp° x1_G N ( � 4xi B `L� axto-s 4xio'r0 �L(6) � a*t RETURN BEND <br /> 10" F TOP o°a" LL a LL a° Xa a° a" 4° a° FACILITIES AND BOEING FIRE FOR REVIEW. INCLUDE - HYDRAULIC <br /> 530.00 2 2 CALCULATIONS, CUTSHEETS OF NEW SPRINKLERS, CUTSHEELS OF <br /> 2 C, 0_661-6- N _ NEW PIPING, SEISMIC CALCULATIONS. <br /> 10" F UP A IX 8 18 , 19 0 r 9 43 50 63 13.DESIGN AND INSTALLATION OF SYSTEM SHALL BE PER NFPA 13 AND <br /> TO PK2 7 2 ; B° EX 4e' 4 E Ex SCOPE OF WORK: <br /> FM GLOBAL DS 3-26. <br /> 1 R R 1 R N R R N1 ;R 1" CONNECT TO THE EXSITING 10" FIRE SUPPLY MAIN IN VALVE ROOM SEC. 808A. 14.SYSTEM SHALL BE HYDRAULICALLY CALCULATED BASED ON DESIGN <br /> 41 r DO € T 1"�` 1" INSTALL A NEW 4' BUTTERFLY & DRY PIPE VALVE TO PROVIDE PROTECTION <br /> C G. C G. 64 6 8 G ex CONDITIONS INDICATED ON THIS DRAWING. <br /> 8 6 ® 8 6 E 1 WITHIN THE ROOM TO SERVE THE HIGH DENSITY SHELVING SYSTEM. <br /> ° ° _ � 1' 15.OBTAIN PERMIT FROM CITY OF EVERETT PRIOR TO START OF <br /> R- R R R 4 s B 1 DESIGN GDN�TDNS: CONSTRUCTION. <br /> 17 - 1 4 N <br /> 6 Ex EX 14 E a� o t P UiL x1 1' 14 14 SEE CONSTRUCTION NOTES #1. CONSTRUCTION NOTES: <br /> �. RNA 0-2 <br /> TO 90 71P) � � F r7 <br /> ,3 © E 4FE58 FITTER NOTES: 0DESIGN AND INSTALL NEW FIRE PROTECTION SYSTEM WITHIN <br /> 22" THELNRE <br /> ROOM TO SERVE THE HIGH DENSITY SHELVING SYSTEM. <br /> N7, 1) ALL NEW EXTERIOR PIPING SHALL BE SCH. 40, GALVANIZED WITH GALV. FITTINGS.� � CONDITIONS ARE BELOW: <br /> ° O�DRI AS`. 2) ALL NEW INTERIOR PIPING SHALL BE SCH. 40, BLACK WITH BLACK FITTINGS. AZARD - HC-3 PER FM GLOBAL DS 3-26, <br /> 3) ALL GROOVED COUPLINGS SHALL BE VICTAULIC STYLE 005'ZERO-FLEX'. ECTION 2-37. <br /> �4 12 4 56 1" 5 4) ALL NEW HANGERS SHALL BE PER DETAILS, SPACED PER NFPA-13. PRINKLER DENSITY - 0.3 GPM/SF <br /> E E E 36 E 5) HYDRSTATIC TEST: 225 PSI FOR 2 HOURS. AX SPRINKLER AREA SPACING - 100 SF. <br /> 1,,, 2„ EMPERATURE RATING - 165 DEC F. <br /> PRINKLER HEAD - CDMA, K11.2, QUICK RESPONSE. <br /> _34 <br /> LEGEND: DDITIONAL NOTES: USE PENDENT STYLE HEADS WITH <br /> E T 11 E E e 35 e 4 E ® 1 r 5 ®®u: EXISTING SPRINKLER HEAD SCUTCHEONS TERMINATED IN CEILING TILE. ROUTE <br /> = A: ADD NEW SPRINKLER HEAD WHERE SHOWN. LL NEW PIPING ABOVE TILED CEILING GRID. <br /> 18 t - spa 1 - - R: REPLACE EXISTING SPRINKLER HEAD WITH NEW. UBMIT FINAL AS-BUILTS TO ENGINEERING j FREDDY <br /> D I H IELLA, 425 393 3075, AFTER COMPLETIONE: EXISTING SPRINKLER HEAD TO REMAIN. <br /> CONNECT EXISTING LINES TO NEW MAIN. E VIA HYDRAULIC CALCS IF EXISTING 2" CROSS <br /> E4' _ 1" 51 K1 Mz61 PK1M261 pK1 M26 31 " 2„ _�_�_ _ 5HANDLE DEMAND FROM NEW SPRINKLERS. CONNECT <br /> SYSTEM CAPACITY, 0 K1Mzs�PK1M26 :K1Mzs 7RINKLERS TO THESE MAINS IF SIZING IS ADEQUATE. <br /> ENGINEERING IF DIFFERENT OPTION NEEDED. <br /> 4 SCHAO PIPE, 60'-0 x .660 = 39.60 K1M261 PK1M267�K1 M26 1 <br /> 0 31 e 4 E 2° SCHAD PIPE, 143'-0 x .174 = 24.88 _- - -13 1LF T 4 <br /> „ M <br /> - - 16 <br /> 12 SCHAO PIPE, 123' D x .106 - 13.04 K1M26 PK1 M270 K1M27 <br /> FI ICUIE 1y' SCHAO PIPE, 60'-0 x .078 = 4.68 AREA dWfMK 18 <br /> TEST <br /> FIELDELD RO <br /> 1" SCHAO PIPE, 75'-0 x .045 = 3.38 BUILDING 40-87 KEY PLAN /� D <br /> TOTAL CAPACITY OF SYSTEM: 85.58 GALLONS s :NONE <br /> FIRE PROTECTION IMPROVEMENT PLAN L� <br /> 8' 4' 0 4' 8' 6' <br /> 1/8" = 1-0" MIN amazzons <br /> SCALE: 1 8"=l'-O" <br /> N ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP..........{.... 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 awx{Kx......tw[ Boeing 40-87 Building <br /> BFC CENTERLINE BELOW FINISH CEILING CMnFlCwT[oR COM�t�[MC" <br /> uar.. <br /> B0B-CENTERLINE BELOW BOTTOM OF BEAM Q VIKING SR-ELO PENDENT VK536 155° 3/4" 11.2 CHRM.REC. CHRM. 14 RESIDUAL: w19/24 cc Revised per Boeing Fire's review. , ' felE NRINKNK{Y{IEMt 3003 W.Casino Rd. <br /> BOF CENTERLINE BELOW BOTTOM OF CHANNEL FLOWING: Riser room has been modified to match r1A <br /> Bickler F/REPROTECTION Everett,WA.98203 <br /> SOD CENTERLINE BELOW BOTTOM OF DECK B91-C Leval3 <br /> BOJ-CENTERLINE BELOW BOTTOM OF JOIST DATE: the existing conditions. 53731VT Spdnklar Company VIKING AUTOMATIC SPRINKLER COMPANY <br /> BOP-CENTERLINE BELOW B070M OF POPLIN <br /> BOP CENTERLINE BELOW TOP OF JOIST 6/26/pq 3434 FIRST AVENUE SOUTH <br /> W E LOCATION: Q <br /> COJ-CUT ON JOB <br /> DOE GROOVEONE END ..,.I.,:....-.........,D�.:.u. PORTLAND SEATTLE,WA.98134 LONGVIEW <br /> PROVIDED BY: Q .. MEDFOflD PHONE:206 622-4656 FAX:206 622-9319 MERIDEAN High Density Stor.-Fire Protection <br /> TOE-THREAD ONE END SEATRE ( ) ( ) POCATELLO <br /> GG GROOVE x GROOVE FIRE PUMP INFORMATION Q COED#:VIKINAS373NT <br /> _�?c I <br /> T-G THREADx GROOVE <br /> T-T THREADx THREAD PUMP TYPE: Q DATE DRAWN: <br /> DRAWNBY: GC SHEET NUMBER <br /> N.I.C.-NOT IN CONTRACT THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. <br /> POC POINTOFCONNECTION TOTAL SPRINKLER THIS SHEET: 14 RATED PRESSURE: APPROVING AUTHORITIES IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED FP1 <br /> S G.O.L-GROOVE 0 LET(GROOVED WELDED OUTLET, WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. SCALE: 111--NUMBER: <br /> P.O.L.-PIPEOLET(THREADEOWELOEOOUTLET� TOTAL SPRINKLERS THIS PROJECT: 14 RATED GPM: Boeing Fire and the City of Everett Noted WO-11793 <br />