3003 W CASINO RD 2025 BLDG 40-26 Plans 2025-12-01

IL City of Everett Permit Services _,-KOREFIT STRUT BRKT.- 12" EVERETT Reviewed for Permit 03/14/2025 STEEL BEAM ----------- wFBEAM 3 s 7 9 _-B-LINE STRUT CLAMP ;AYLCIPA O FIG.828 WF BEAM 0.9T TP G.65 CE ATTACK. TOLCO FIG.828 B DG 40 025 r / B-LINE STRUT CLAMP 5WAY BRACE ATTACH BEAM CLAMP HILTI KWIK HUS-EZ I ANCHOR B-LINE STRUT CLAMP PERPENDICULAR N FIG.69R 14 x M x 3/8' w/21�' EMBED 3/5"A.T.R COJ TORIT BOOTH PS 500 EH 1%"x 13"STRUT x V-0" * * - * * * RETAINING 3/8' ALL THREAD ROD o /LID (� / o 0.0 1 M260 1 M261 1 M262 1 M263 1 M2641 0 _"x 1¢" SELF-TAPPING SCREW(2) rg'x 1ST" SELF-TAPPING SCREW(2) a° OLCOFIG.980 60-74° �� Z 4° v� �\ 5WVL.ATTACHMENT 9 TOlCO FIG.980 * * # FIG.69 -5/8 x 1-5/8 '�� SWVL.ATTACH. o ADJUSTABLE RING GRIT BOOTH LID \ rM2 1 M266 1 M267 1 M268 1 M269HANGER FIG G9 KING HANGER B2B STRUT RACK HANGER #4 HANGER #5 * * * * * N.7 C9 BY OTHER 1 1 M271 1 1 M272 1 M273 1 M2741 m iX = 11.-0 TOLCO FIG.1001 1 M275 1 M276 1 M277 1 M278 1 M279 ACTS AS SEISMIC BRACE 5WAY BRACE ATTACH. HANGER 1 HANGER 2 TOLCOFIG.4L - R 4"PIPE CLAMP 7-7 11 LATERAL BRACE LONGITUDINAL BRACE AREA OF WORK HANGER #3 BACK OF BLDG 40-26 %"= 1"-0" WE BEAM TORIT BOOTH - 7 ACTS AS SEISMIC BRACE tee"z 1Z" SELF-TAPPING SCREW(2) STRUT x 1'-O" TOLCO BC-17(A)CLAMP COL. P-8.5 FLOOR 1 -B-LINE STRUT CLAMP /r KEY PLAN 1 /%"STRUT x 1'-O" NTS A-� N' HANGER #6 _ ____ B-LINE ST 1!h - 1 0 - RUT CLAMP COL P/8.5 ACTS AS SEISMIC BRACE HANGER #7 COLUMN 4X2 RED. COU TO RISER TO TORIT BOOTH 15 -0" 1 12'-0" 1 705 BFV w/ TAMPER �D r - 3'-9" 3'-9" 3'-9" 3'-9" 1'-0" 'ALTERNATIVE TO IN 7 -101 4'-1 1 1 5" 5" 5" 5" CONSTRUCTION NOTE 3°_ r 10 , �` �` �` 026 2X1 DRAIN CAPv oC HSW INSTALLED IN TORT- w/ BALL VALVE 416� 0 0�10 = FRAME OF TORT 2 2 112 c N BOOTH 1YP. (8 -1 -I - PROJECT DESCRIPTION Q.2 \''', O = _IN EXTEND THE EXISTING WET PIPE SPRINKLER SPRINKLER W/ 1 - 8 1 1 1 r SYSTEM TO PROVIDE PROTECTION OF NEW TORIT DESIGN AREA: RA 1TORIT BOOTH " " 00 HEAD GUARDo N BOOTH. ZaR�RouP 2 DETAIL A FAN/FILTE 2 2 �� ° FITTER NOTES: DENSITY: 4 GPM / 250o Fr 1/11- 9 �r 00 CELLS (8) -4 A 3=9 3=9 3-6 AREA OF AP ION: 176 FT' (ENTIRE BOOTH) a -� -� N 1. SYSTEM DESIGNED PER NFPA 13, 2016 ED., FM, AND THE CITY OF HOSE ALLOWANCE: 500 GPM @ TUNNEL CONNECTION AIR LINE 1" �2X1 DRAIN CAP EVERETT. NO. M MAN AL u A 14 95.6 PSI @ BOR CONNECTIONS (4) r -72 3'-9" 3'-9"I 3'-9 12 w BALL VALVE �~ / 2. SYSTEM TYPES: -WET PIPE vlv I TORIT BOOTH SOUTH VIEW 3. CONSTRUCTION GENERAL: 8.5 I TORIT BOOTH EAST VIEW -STRUCTURE: STEEL COLUMNS AND STEEL BEAMS UNDER 1/��= 1-0 CONCRETE DECK 4'-11CAD " a 1a"=1'-p" -BOOTH: STEEL 4. WIRING OF ELECTRICAL COMPONENTS BY OTHERS. 15'-0" *SEE TRITP VIEW ETAIL# � 3'-9" 3'-9" 3'-9" 3'-9" CONSTRUCTION NOTES GENERAL NOTES STRUW UAL LIPS 3" PROVIDE 4"FIRE PROTECTION PIPING AND CONNECT 1. THE BOEING EVERETT FIRE INSPECTION DEPARTMENT TO EXISTING 4"FIRE LINE. (342-2266) SHALL BE NOTIFIED 24 HOURS IN ADVANCE 1„ 1 OF ALL VALVE CLOSURES, FLUSHING, AND HYDROSTATIC 3'-22 8'-7" 3'-22 2 PROVIDE 2"AUXILARY DRAIN AT LOW POINT OF FIRE TESTS ON THE FIRE PROTECTION SYSTEM. THE MAXIMUM O r 4 °f3 RONT OPEN LINE AT COLUMN. DURATION OF A SYSTEM CLOSURE IS 8 HOURS UNLESS -1 3' 1 1" 3' 9" 3' 7" 1'- 0 " (SUBSTITUTE w/1"BALL VALVE) SPECIAL PERMISSION IS GRANTED BY THE FIRE CHIEF. s'-7%" 2 2 2. A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE WILL BE 3 PROVIDE OS&Y GATE VALVE ON VERTICAL FIRE REQUIRED UPON COMPLETION OF THE TESTING. THE N' A� y = 1 0' 0 0 1 -0 PIPING ALONG COLUMN MOUNTED MAXIMUM 4'AFF. CERTIFICATE MUST BE SIGNED OFF BY THE BOEING O FLEX C UP. Oe ti 32 fDN TO B 3 -I Q' - - 0' PROVIDE TAMPER SWITCH TO BE MONITORED BY EVERETT FIRE INSPECTION DEPARTMENT PRIOR TO ff FIRE ALARM SYSTEM. COMMENCING ADDITIONAL WORK ON THE FIRE PROTECTION OF D 0 1, w/TAMPE &DRAIN CD '1 '1 I (SUBSTITUTE w/705 BUTTERFLY VALVE w/TAMPER) SYSTEM. -0 1 o �I a�i 0'� 0 3. PAINT IN RED 1" HIGH LETTERS, "WATER SPRINKLER" ON o a o - N No N o N o o �I o Q �O� ® PROVIDE FIRE PROTECTION PIPING THE VERTICAL SUPPLY LINE AND IDENTIFY DIRECTION OF �+ w/4z2 RED.COUP. 1 �I �I o 0�� BRANCHES TO PROVIDE SPRINKLER HEADS DRAIN ON BRANCH LINES. r IN EACH FAN CELL AND EACH FILTER CELL. 4 4'� '� '� 4 F 4 '� 4 F N SIN _ TOTAL OF 8 HEADS).PIPING SHALL BE 4. PIPE HANGERS SPACING PER NFPA #13. 2 r 10-6 10-6 I 10- r 10-6 549 12-1Y ��A C'D BRAC S `b 6" T O 2 2 S -7� 3 9 4 2 124 - #3 ROUTED ALONG BACK OF TORIT BOOTH AND 5. ALL PIPING AND SPRINKLERS RUN BENEATH SCAFFOLDING N _ _ z �-41-4(�1 2 3 4 6 NOT IN CONFLICT WITH ACCESS PANEL SHALL BE HUNG AS HIGH AS POSSIBLE. 1 f i 6 =o HOSE CONNECTION f REMOVAL.COORDINATE PENETRATION 6. ALL SPRINKLER PIPING 1 1/2" AND SMALLER SHALL BE I0 3-0' o oJ= 1 -6° 4 Q w 1ST FLR & MEZZ) O LOCATIONS WITH BOOTH MANUFACTURER. SCH 40 ASTM A-53 BLACK STEEL. ALL SPRINKLER PIPING REPLAC EX.4"STD.90°I w/ 1 v SEE DETAIL SEE EAST VIEW � 0 © © 2" AND LARGER SHALL BE ASTM A-53, SCH 40 FOR �\[V2 NEW 4"STD.TEE CON ECT ° FOR HSW N FILTER FAN CELLS LE) 1" " 31"31 LOW POINT DRAIN PROVIDE FIRE SPRINKLER COVERAGE PER VERTICAL RISERS AND SCH 10 FOR HORIZONTAL MAINS AND 1 M278 M522 / T .1 �I I� ll NFPA 13,EXTRA HAZARD GROUP 2,0.4 CROSS MAINS. 65° SPRINKLERS d 2 2 tt3 GPM/SF @ 2500 SF.ROUTE MAIN ON TOP OF (E) UNDER END FL. 3 -72 3 -9 3'-9" 3'-9 2 AFF BOOTH AND PENETRATE SPRINKLER HEADS 7 SPRINKLER SYSTEM PIPE FITTINGS SHALL BE 150# L� 1 THROUGH TOP OF BOOTH.COORDINATE MALLEABLE THREADED FOR 1 1/2" AND SMALLER, AND STAIRS B 8'-4' PENETRATION LOCATIONS WITH BOOTH VICTAULIC GROOVED FITTINGS FOR 2 1/2 AND LARGER. Ly O MANUFACTURER.PROVIDE SPRINKLER PIPE FITTINGS FOR 2" MAY BE EITHER 150# THREADED 84D 102P8 Q N o HEADS WITH PROTECTIVE BASKETS. MALLEABLE IRON OR VICTAULIC GROOVED. -71 r, 1 7 (18 9) 8. COUPLINGS FOR GROOVED PIPE AND FITTINGS SHALL BE FREIGHT 4'-1 1" VICTAULIC STYLE 07 ZERO-FLEX UNLESS OTHERWISE NOTED. 6" IEI��Aj� © PROVIDE UNISTRUT SUPPORT FOR PIPING R9 #3 FROM COLUMN TO TORIT BOOTH.PIPING 9. HYDROSTATIC TEST: PRESSURE - 225 PSIG, DURATION SHALL ON THE TOP UTILITY ON THE RACK. - 2 HOURS. TCHENH TE P ROUTE AT ELEVATION JUST ABOVE THE 0. SEISMIC BRACING SHALL BE INSTALLED IN ACCORDANCE Oe TOP OF BOOTH. 103P T�,'F ON TO BFV WITH FM STANDARDS. SEE FM DATA SHEETS 2-8, O�l W TAMPER DRAIN EARTHQUAKE PROTECTION FOR WATER-BASED FIRE PROTECTION SYSTEMS" FOR SPECIFIC REQUIREMENTS. o @ 4'-0" AFF 11. AUTOMATIC SPRINKLER HEADS SHALL BE 165 DEGREE F 4 626 4"/2" 90°s AFF O STAIR R9 � TEMPERATURE RATED. NEW SPRINKLER HEADS IN F w/ 4X2 RED. COUP. 13'_6' CONFERENCE ROOMS/OFFICE AREAS SHALL BE QUICK RESPONSE TYPE TO MATCH SPRINKLER HEADS IN ADJACENT AREA. EX.6"RISER(SV26-17) 2-1/2" F DN S TO TUNN L SPRINKLE SYc-r'.q 1 1/4" INSPECTORS TEST 12. ALL EQUIPMENT SHALL BE UL LISTED AND FM APPROVED /a" INSPECTORS TEST 6" HOSE RISER-FOR RISER SCHEMATIC TORIT BOOTH PLAN VIEW 1'_6" FOR FIRE SERVICE. ,.,....� III 11TAII /TVDI �� 13. SEE FIRE PROTECTION CONTRACTOR DRAWING SPRINKLER PLAN MIC 3 1�41=1'-0" 40-026-1M278 FOR SPRINKLER LAYOUT. 8.5 OS&Y GATE VALVE,KENNEDY RESILIENT,OSYSU $n 14. TAMPER SWITCH (SUBSTITUTE w/705 BUTTERFLY VALVE w/TAMPER) ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP PROJECT: W AFF-CENTERLINE ABOVE FINISH FLOOR SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: 67 psi NO. DATE BY DESCRIPTION „o arAt------� �� Boeing Everett BFC-CENTERLINE BELOW FINISH CEILING �.K�N,,_� PATE OF COMPErENtr ♦" BOB-CENTERLINE BELOW BOTTOM OF BEAM O VIKING OR PENDENT VK302 155° 'Y 5.6K N/A BRASS 2 RESIDUAL:57 psi Q � FIRE SPRINKLE'-TEME P3003 W.Casino Road BOC-CENTERLINE BELOW BOTTOM OF CHANN Dwigg-0 91-C r FIRE PROTECTION BOD-CENTERLINE BELOW BOTTOM OF DECK VIKING OR HSW VK305 I55° 'h" 5.6 N/A BRASS 12 FLOWING:3090 gpm � 203B-OB91-C LEvel3 Everett,WA 98203 BOJ-CENTERLINE BELOW BOTTOM OF JOIST DATE: Q Viki AW. fiCSPNnkI.,Company BOP-CENTERLINE BELOW BOTTOMOF PURLIN VI AS373NT VIKING AUTOMATIC SPRINKLER COMPANY S 1�T BTJ-CENTERUNEBELOWTOPOFJOIST LOCATION: Q K _mil' 0196/u i 3434 FIRST AVENUE SOUTH 1V COJ-CUT ON JOB tur. Dare PORTLAND SEATTLE,WA.98134 LONGVIEW GOE-GROOVE ONE END PROVIDED BV:BOeln .........I:�.:................... MEDFORD MERIDEAN TOE-THREAD ONE END .... MEDFORATTLE PHONE:(206)622-4656 FAX:(206)622-9319 POCATELLO 40-26 Tont Booth G-G-GROOVE x GROOVE FIRE PUMP INFORMATION 0 CCBo#:VIKINAS373NT T-G-THREAD x GROOVE T-T-THREAD x THREAD PUMP TYPE:DIESEL Q VARAwN: DRAWN er: SHEET NUMBER N.I.C.-NOT IN CONTRACTTHIS DRAWING S THEPROPERNOFVKINGAUTOMATCSPRINKLERCOMPANV2/25/2025 MikeYouell POC-POINT OF CONNECTION TOTAL SPRINKLER THIS SHEET: 14 RATED PRESSURE:75 PSI APPROVING AUTHORITIES IT IS SUBMITTED IN CONFIDENCE AND IS NOTTO BE DISCLOSED OR UTILIZED 1of1E VN1T-VICTAULIC MECHANICAL TEE ITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER CON PROJECT NUMBER: POW-FACE OF WALL TOTAL SPRINKLERS THIS PROJECT: 14 RATED GPM:1500GPM I City of Everett As Noted WO-13790