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WF BEAM TOLCO FIG.828 WF BEAM (1) <br /> STEEL BEAM TOLco FIG.52e i i <br /> ," SWAY BRACE ATTACN� SWAY BRACE ATTACN� 0.9 11' <br /> FIG.65 BI DG 40 fi25 <br /> BEAM CLAMP HILTI KWIK HUS-EZ I ANCHOR - - - - - - - - <br /> FIG.69R�� x 2S4 x 3/8"w/2�"EMBED rOLCOF1G.980 ao �TOLCOFIG.98o 1 M260 M261 M262 1 M263 11 M264 � o <br /> 3 8 ALL THREAD ROD 3/8"A.T.R COJ �°° SWVL.ATTACH. <br /> RETAINING /" 60°-74° 5L P 5WVL.ATTACHMENT <br /> STRAP S GO-74° <br /> FIG.69 1 M265 1 M266 1 M267 1 M268 1 M269 <br /> - - - - t - - - -t- - N.� <br /> ADJUSTABLE RING AREA OF WORK 1 M270 1 M271 1 M272 1 M273 11 M274 <br /> HANGER FIG 69 RING ANGER <br /> TOLCO FIG.1001 P m <br /> SWAY BRACE ATTACH. BLDG 4�-26 �1 M2751 M276.1_ _M277_,1_M27.8 r1 M279� <br /> HANGER 1 HANGER 2 TOLCO FIG,4L ZONE # SV25-7 _ i_� <br /> R <br /> LATERAL BRACE <br /> LONGITUDINAL BRACE COL. N / 3-5 FLOOR 1 <br /> 3 J 4 4.5 5 L City of Everett Permit Services <br /> EVERETT Reviewed for Permit 12/24/2024 <br /> 50'-0" 50'-D" 50,-0,, 50,-0,, CONSTRUCTION NOTES <br /> OR UNLESS EXISTING SPRINKLER SYSTEM IN THIS AREA <br /> TOR MEETS OR EXCEEDS THE REQUIREMENTS FOR EXTRA <br /> _ M HAZARD GROUP 2 OCCUPANCY, RECONFIGURE EXISTING <br /> CONNECT TO(1) EX.8"RISER m SPRINKLER SYSTEM IN THIS AREA TO PROVIDE A <br /> EX.6"TEET-U <br /> (SV25-7) SPRINKLER DENSITY OF .40 GPM/SF OVER A MINIMUM <br /> z o 0 0 o <br /> ro AREA OF 2500 SO FT IN ACCORDANCE WITH NFPA 13 <br /> J N6x ALSO SATISFY THEOUP SPRINKLER11. MA ALL <br /> REQUIREMENTS FM GLOBAL <br /> 33" O'0/ DATA SHEET 8-9, TABLE 6 FOR MAXIMUM CEILING <br /> D D o HEIGHT UP TO 20 FT. PROVIDE 11.2K MINIMUM, <br /> DESIGN AREA: RA#1 TRAVELER (13-0) <br /> N N Y V Tr V @ 35.PS1 1'-1" ORDINARY TEMPERATURE-RATED, STANDARD-RESPONSE <br /> AREA OF APPLICATION: 12 SPRINKLERS �{ f SPRINKLER HEADS, SPACED NO GREATER THAN 100 <br /> HOSE ALLOWANCE: 500 GPM @ TUNNEL CONNECTION CALC'D SQ FT EACH. EXTEND BOUNDARY OF HAZARD AREA A <br /> SYSTEM DEMAND: 1223.9 GPM @ 120.7 PSI @ BOR BRACES#3 0 "M 6 O MINIMUM OF ONE BRANCH LINE PAST THE EDGE OF <br /> FOW THE HAZARD IN ACCORDANCE WITH FM DATA SHEET <br /> (3sa 8-9, FIGURE 21 <br /> n Fire Sprinkler System will need to be modified <br /> per shown Construction Notes. System should <br /> V33" be designed to match existing system North of <br /> O Column 4.5. Existing system consists of K16.8 <br /> (13-0) sprinklers designed to operate at 35 psi. <br /> 0 <br /> GENERAL NOTES <br /> T 1. THE BOEING EVERETT FIRE INSPECTION DEPARTMENT <br /> (425-342-2266) SHALL BE NOTIFIED 24 HOURS IN <br /> MF2 ADVANCE OF ALL VALVE CLOSURES, FLUSHING, AND <br /> 1 " LEX HYDROSTATIC TESTS ON THE FIRE PROTECTION <br /> MFi HORI1ZONTA7ONTAL SYSTEM. THE MAXIMUM DURATION OF A SYSTEM <br /> E 3 CLOSURE IS 8 HOURS. <br /> CALC'D COUP.&CONNECT CALC'D <br /> REMOVE EX.4"90° 2. PIPE HANGER SPACING SHALL BE PER NFPA #13. <br /> RACES 1 TO EX.4"TEE 6 RACES 2 3. A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE <br /> WILL BE REQUIRED UPON COMPLETION OF THE <br /> 2 VQ ti+ ve ti 2 Q ti �Q ti+ �Q ti+ ve U+S �Q^+S (`q — 1 — — —1 —4_� — — — — - — o D TESTING. THE CERTIFICATE MUST BE SIGNED OFF BY <br /> 0 6 0-11� T (E) 2/1 2k (E) 12 2f 1 l0 (E) g 2h _ (E) 1 (E) (E) o 2� D� 2S� THE BOEING EVERETT FIRE INSPECTOR DEPARTMENT <br /> _ _ _ 8 0-6 08 (698)25� 1 1 4 0-6 2 0-6 PRIOR TO COMMENCING ADDITIONAL WORK ON THE <br /> 0 2 2f 2 4 2 2 2h 2S� 2S� 2h 2 4 2 2f 2 2 f <br /> - 2-11 - - 2-4 - 3-4 - - = -4 _ 6 -0 / U -3 8- 9-6 8- p 9-0 U 9-6 U3 FIRE PROTECTION SYSTEM. <br /> ° 3 UP 2xi-4 Up 8-4 Up 9 0 Up 7-4 Up3-2 5 10 Up 4 8 4-4 o ti+ 3-3 p O <br /> 40 VMT 2 © 8 r zx/ zx/ y g Z 2- 2 Z ? 4. FIRE PROTECTION PIPING SHOP DRAWINGS SHALL BE <br /> — — + _J— B _ _ B B _8 B_ — T M _ _ _ _ _ _ _ _ o _ _ _ _ _ _ _ — SUBMITTED TO BOEING FIRE PROTECTION ENGINEERING <br /> MI 2� $ 2� -�. }{ }=( . 5 'L�C�g�il '� � 2¢ 2� 2 AND MUST BE APPROVED BEFORE ANY MODIFICATION <br /> o 4xN V 2i 2 1-8 2� 0-8 2 1 4 2 v 2 v 2 2 0-67 \9 2 2� 2� 8 2 1-6 0-6 TO THE FIRE PROTECTION PIPING SYSTEM BEGINS. <br /> B Ic3- p 7-4 U 8-4 9 0 7-4 3-2 5-10 4 8 4-4 5. ALL SPRINKLER PIPING 3" AND SMALLER SHALL BE <br /> a S l I pX/ p Up Up Up Op ,o 5-0 3-3 Up 7-3 Up 7- Up 6-6 Up 28'-6' SCHEDULE 40 ASTM A-53, GRADE B, BACK STEEL. <br /> ^8 T 11,8 z+I,B I 2kf 8 zk7,8 7ky'8 T 2 0 zxy'8 2¢ "1- 2h7'8 /z 8 2 _ ALL PIPING 4" AND LARGER SHALL BE ASTM A-53, <br /> o — S4 S S2 - � �Q�'� �— �-7 E TOOL STW° <br /> r GRADE B, SCHEDULE 40 FOR VERTICAL RISERS AND <br /> 4x21 VMT J ��Q M 1 8 0 8 12 4 1 i 1 0-60 5- 3-3 7-3 7- ] Iv - MAY BE SCHEDULE 10 FOR HORIZONTAL CROSS <br /> o 2 D/ 2h 2 2 2/ 2S� 2 2r1= oo <br /> 7-4 8-4 9+0 7 4 3-2 5 10 4 8 4-40 `� 2� 0 6 ?x>, f , MAINS. <br /> 0 � -13 Up Up Up Up Up Op o 6. SPRINKLER SYSTEM PIPE FITTINGS SHALL BE 150 LB. <br /> ° ° 41-e .4,-e �xJ,B ?x 8 41.8 .41-e T 2 -3 Up 9-0 OA <br /> ° _ _ _ _ e� �5-0 2 T 2 THREADED MALLEABLE IRON FOR 1 " AND SMALLER, <br /> —�o- 8 �I AND VICTAULIC GROOVED FITTINGS FOR 211h" AND <br /> J M v LARGER. PIPE FITTINGS FOR 2" MAY BE EITHER 150 <br /> LES & BFE TRAVELER W LB. THREADED MALLEABLE IRON OR VICTAULIC <br /> 22'-0" 38'-0" 35'-11 26'-6" 26'-6" x 18'-72" �Iv GROOVED. <br /> 6 s 7. COUPLINGS FOR GROOVED PIPE AND FITTINGS SHALL <br /> BE VICTAULIC STYLE 07 ZERO-FLEX UNLESS <br /> OPEN TO ROOF STRUCTURE OPEN TO ROOF STRUCTURE OPEN TO ROOF STRUCTURE v OTHERWISE NorET: <br /> 8. HYDROSTATIC TEST: PRESSURE - 225 PSIG, <br /> t} J —Iv DURATION - 2 HOURS. <br /> v v - 9. SEISMIC BRACING SHALL BE INSTALLED IN <br /> 1 --- ACCORDANCE WITH FM STANDARDS. SEE FM DATA <br /> j SHEETS 2-8, "EARTHQUAKE PROTECTION FOR <br /> " <br /> _ I WATER-BASED FIRE PROTECTION SYSTEMS" FOR <br /> TRAVELER SPRINKLER PLAN x W SPECIFIC DETAILS. <br /> 10. AUTOMATIC SPRINKLER HEADS SHALL BE 165°F <br /> ° $rr=1t-0" v v° TEMPERATURE RATED. <br /> L 11. ALL EQUIPMENT SHALL BE UL LISTED AND FM <br /> U U V U APPROVED FOR FIRE SERVICE. <br /> 12. RETURN ALL RED-LINED DRAWINGS SHOWING THE AS <br /> INSTALLED CONDITION TO THE PROJECT ENGINEER. <br /> ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP �.E. PROJECT: <br /> W AFF-CENTERLINEABOVEFINISHFLOOR SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: 67 SI NO. DATE BY DESCRIPTION ........... <br /> ......... <br /> i�V Boeing Everett <br /> BFC-CENTERLINE BELOW FINISH CEILING iKPln wA%H K:ATEOPOCM....NCr= <br /> BOB-CENTERLINE BELOW BOTTOM OF BEAM TYCD ESFR UPRIGHT TY7126 165° % 16.8K N/A BRASS 49 RESIDUAL:57 Psi � PRESPRINKLERBYSTEMS = i 3003 W.Casino Road <br /> BOC-CENTERLINE BELOW BOTTOM OF CHANNE FIRE PROTECTION <br /> SOD-CENTERLINE BELOW BOTTOM OF DECK FLOWING:3090 gPm Q DW��ggM BlCkkf = Everett,WA 98203 <br /> BQl-CENTERLINE BELOW BOTTOM OF JOIST 204-0991-C Level3 <br /> BOP-CENTERLINE BELOW BOTTOM OF PURLIN DATE: 0 VIM Automalk spNnkler Company VIKING AUTOMATIC SPRINKLER COMPANY <br /> N BTJ-CENTERLINEBELOWTOPOFJOIST VI AS373NT 3434FIRSTAVENUESOUTH <br /> S LOCATION: 0 SEATTLE,WA.98134 <br /> CQI-CUT ON JOB !2/77/24 PORTLAND LONGVIEW <br /> TOE-GROOVE ONE END PROVIDED BY:BoeingR...PP.81���t�ro Data MEDFORD PHONE: 206 622-4656FAX: 206 622-9319 MERIDEAN Traveler <br /> TOE-THREAD ONE END PPP.RR....PP....P.uR ( 1 1 <br /> SEATTLE POCATELLO <br /> G-G-GROOVE x GROOVE FIRE PUMP INFORMATION 0 CCBo#:VIKINAS373NT <br /> T-G-THREAD.GROOVE <br /> T-T-THREADxTHREAD PUMP TYPE:DIESEL 0 —DRAWN: DRAWN BY: SHEET NUMBER <br /> N.I.C.-NOTINCONTRACT THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. 12/17/2024 MIkeYouell <br /> POC-POINT OF CONNECTION TOTAL SPRINKLER THIS SHEET: 49 RATED PRESSURE:75 PSI APPROVING AUTHORITIES IT IS SUBMITTED IN CONFIDENCE AND IS NOTTO BE DISCLOSED OR UTILIZED 1 of 1 <br /> F-' VMT-VICTAULIC MECHANICAL TEE ITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPAN SCALE PRQIECT NUMBER: <br /> POW-FACE OF WALL TOTAL SPRINKLERS THIS PROJECT: 49 RATED GPM:1500 GPM Cityof Everett As Noted WO-13390 <br />