3003 W CASINO RD 2025 BLDG 40-23 Plans 2025-12-01

BOTTOM CHORD OF STEEL STRUCTURAL MEMBER ASC FIG AF086 ATTACHMENT BOTTOM OF STEEL EXISTING 6" Q^ STRUCTURAL MEMBER�� SUPPLY MAIN ASC FIG AF700 CROSSMAIN ASC FIG AF086 ATTACHMENT PIPE CLAMP GROSSMANASC FIG AF001 + R USED IN LONGITUDINAL BRACE BRACE ATTACHMENT ASC FIG NOTE:ORIENTATION WILL BE ALONG AFCON FIG AF775 CLAMP BEAM FOR LATERAL BRACES "B" LONGITUDINAL SWAY BRACE AT STEEL BEAMS "A"LATERAL (TRANSVERSE) BRACE AT STEEL BEAMS 3"FLEX COUPLING SEISMIC PROTECTION TO BE PROVIDED MEETING NFPA #13, 2019 AND FM GLOBAL DATA SHEET 2-8 FORCE FACTOR .9 USED BASED ON FM 50 YEAR SEISMIC ZONE _ MAXIMUM SPACING OF BRANCHLINE RESTRAINTS o HANCER� TO HANGER asses eE \ �...aa .. SEISMIC COEFFICIENT, Cp +rn 0 0.c nKc \ o D AK�o \ FCDN FIG 615 SWIVEL PIPE M O\ \ E° GON FIG 615 SWIVEL 1 XAA C G0.50 �O 3"FLEX COUPLING SIZE P 0.5<Cp<0.71 Cp>.71 QEe FCO FG 310 SURGE a�- 1 43 36 26 RESTRAINER 11/4 46 39 AFCO FIG 310 SURGE- 27' - RESTRAINER AFCO FIG 310 SURGE RESTRAINER 11/2 49' 41 29 (h N CV BRANCHLINE RESTRAINT DETAIL BRANCHLINE RESTRAINT DETAIL 2 53' 45 31' 1 3"METRAFLEX RESTRAINTS 2'-4"&SHORTER RESTRAINTS OVER 2'-4" FIRE LOOP 9- uR=aoD NOTE:PER NFPA#13, LINE RESTRAINT �,� 0 9 b/ft M 'OR ZO- �R.ss,e;l;,os_ INDICATES LINE RESTRAINT LOCATION WHERE NOT REQUIRED: RESTRAINT WITHIN 2'-O" -NO RESTRAINT REQUIRED IF HANGER ROD IS LESS THAN 6"LONG MEASURED BETWEEN TYCO 3"RISER MANIFOLD THE TOP OF THE PIPE AND THE POINT OF ATTACHMENT TO THE BUILDING STRUCTURE. MODEL 513: OF NEAREST HANGER. HANGER RING TO HAVE WHERE REQUIRED: • FLOW SWITCH RESTRAINT CLIP. -ON ALL BRANCH LINES(WITH HANGER ROD W)AT INTERVALS NOT EXCEEDING THOSE • TEST&DRAIN VALVE SPECIFIED IN TABLE ABOVE BASED ON BRANCH LINE DIAMETER AND THE VALUE OF CP • PRESSURE GAUGE (D (2) 3/B"xl%4" STEEL BOLT 4 NUT -SPRIG-UPS 4'-0"OR LONGER SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT. = 6 (4) 3/," HASHERS 3"FLEX COUPLING----_,,,, 3"FLEX COUPLING -RESTRAINT SHALL BE PROVIDED BY USE OF ONE OF THE FOLLOWING: STRUCTURAL STEEL BEAM STRUT PIPE CLAMP 1)A LISTED SWAY BRACE ASSEMBLY T-0"AFF 2)A WRAPAROUND U-HOOK 3)#12,440-LB WIRE INSTALLED AT LEAST 45-FROM THE VERTICAL PLANE AND 3" ANCHORED ON BOTH SIDES OF THE PIPE. 3 -4 4)A HANGER NOT LESS THAN 45 DEGREES FROM VERTICAL INSTALLED WITHIN 6"OF LAG/G "C" TYPE BEAM CLAMP THE VERTICAL HANGER ARRANGED FOR RESTRAINT AGAINST UPWARD MOVEMENT, Cp/Cp 3"OS&Y VALVE G/G PROVIDED IT IS UTILIZED SUCH THAT L/R DOES NOT EXCEED 300,WHERE THE ROD WRETAINING STRAP W/TAMPER SWITCH / SHALL EXTEND TO THE PIPE OR HAVE A SURGE CLIP RESTRAINT. 3/8" -4" & SMALLER PIPE 5)OTHER APPROVED MEANS 3/8" A.T.R.-4" & SMALLER PIPE �I -WIRES USED FOR PIPING RESTRAINTS SHOULD BE ATTACHED TO THE BRANCH LINE WITH TWO TIGHT TURNS AROUND THE PIPE AND FASTENED WITH FOUR TIGHT TURNS WITHIN rA SYSTEM CONTROL VALVE DETAIL DOUBLE 111"(SEE DETAIL),AND ATTACHED TO THE STRUCTURE WITH MEANS APPROVED BY NFPA. STRUT WALL BRACKET -WIRE USED FOR RESTRAINT SHALL BE LOCATED WITHIN 2 FT OF A HANGER.THE HANGER F�-5 1/2"=1'-O" CLOSEST TO A WIRE RESTRAINT SHALL BE OF A TYPE THAT RESISTS UPWARD MOVEMENT OF A BRANCH LINE SUCH AS A TOLCO FIG.25 SURGE CLIP. RING HANGER TYPICAL EXISTING RISER CONTROL ASSEMBLIES OSTRUT SUPPORT ON STEEL BEAM #04 HANGER AT BEAMS OFFSET SUPPORT FOR 2 1/2"MAIN ALONG FACE OF PLATFORM .T. Fla coupling wp.for 1 o A B PIPING SYMBOLS: Grooved nipple E SCOPE OR WORK BY BURNS FIRE PROTECTION SYSTEMS,INC(B.F.P.S.INC)TO EXTEND SPRINKLER TO WING BOX TOOL LOCATIONS 2 elbow IalTglh9 CELL 6 ALL WORK TO CONFORM TO REQUIREMENTS OF NFPA#13 AND BOEING.B.F.P.S.INC TO START AT GROOVED CAP AT LINES WHERE Approximate Hanger Location 8L8 in.fare in..P EXISTING BRANCH PIPING WAS REMOVED TO ALLOW INSTALLATION OF OTHER MECHANICAL EQUIPMENT. 7sa in.fgrsta in.pipe ,r Approximate Bracing Location Gooved elbow tgp bra NEW BRANCH PIPING AND HEADS ARE SUPPLIED BY EXISTING SERVICE RISER. EXISITNG SERVICE RISER IS SUPPLIED FROM 6" Giovred nipple 0-10in. g FEED-MAINSAT ROOF,WHICH ARE CONNECTED TO EXISTING IO"SUPPLY LOOP. -10- Approximate Location of Grooved Coupling Grooved npple D-10 in.long 5,ENERAL NOTES: +0-0 Elevation from Floor to Centerline of Pipe Actual Vier 1. DESIGN AND INSTALLATION TO CONFORM WITH BOEING REQUIREMENTS AND NFPA#13,2019 -0 BOJ Elevation down from Joist to Centerline of Pipe 2. ALL MATERIALS TO BE NEW,UL LISTED AND FM APPROVED.PRODUCTS TO BE INSTALLED IN ACCORDANCE WITH THEIR LISTING/APPROVAL p p SEISMIC JOINT FOR NEW LINE IN WALKWAY-SEE PLAN 3. PROTECTION OF SPRINKLER FROM PAINT BY OTHERS.STEEL PIPE JOINED WITH THREADED FITTINGS TO BE BLACK SCHEDULE 40 STEEL -0 BOB Elevation down from Beam to Centerline of Pipe PIPE JOINED WITH GROOVED COUPLINGS AND WELDED OUTLETS TO BE BLACK STEEL SCHEDULE 40 FOR PIPE 1 1/2"AND SMALLER STEEL PIPE JOINED WITH GROOVED COUPLINGS AND WELDED OUTLETS TO BE BLACK STEEL SCHEDULE 10 FOR PIPE 2"AND LARGER 6. ALL VERTICAL RISER PIPING PIPING TO BE BLACK STEEL SCHEDULE 40 (0'-0") Center to Center Dimension of Pipe 7. ALL PIPE ELEVATIONS ARE TAKEN FROM CENTER LINE OF PIPE AND AREAS MARKED ON THE DRAWINGS. 8. SYSTEM IS DESIGN TO DELIVER PER THE NOTES ON THE PLAN, 0'-0" Cut Dimension of Pipe 9, ALL SWAY BRACING TO BE I"SCH40 PIPE FASTENED PER APPROPRIATE DETAIL. ` 10 Hydraulic Reference Point City of Everett Permit Services . ALL GROOVED COUPLING ARE TO BE RIGID UNLESS NOTED OTHERWISE. O 11. FLOW AND TAMPER SWITCHES ARE EXISTING. EVERETT Reviewed for Permit 02/25/2025 12. ALL ELECTRICAL WIRING TO BE PERFORMED BY OTHERS. O • Rise/Drop 13. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT FREEZING WATER IN THE PIPES FOR WET SYSTEMS. ® Main Sprinkler Riser 1 14 PENDANT SPRINKLERS TO BE IN INSTALLED AND SPACED ACCORDANCE WITH NFPA#13 AND LOCATED ABOVE TO"AFF. 15. SYSTEM DESIGN IS PRIMARILY ORDINARY GROUP 1.15 GPM/SQ.FT.DENSITY FOR 7 HEADS THAT ARE SUPPLIED BYLINES THAT SERVE (HAS) No Automatic Sprinklers AN AREA PROTECTED BY A SINGLE LINE OF SPRINKLERS IN ACCORDANCE WITH NFPA#13 19.3.3.4.2*WHERE AN AREA 15 TO BE PROTECTED BY A SINGLE LINE OF SPRINKLERS,THE DESIGN AREA SHALL INCLUDE ALL SPRINKLERS (NTS) NOT TO SCALE O.9 2 3 T1BTDG 1 D 1 1 / 1 $ 9 1 1 ON THE LINEUP TO A MAXIMUM OF SEVEN. YY q R INDICATES LINE RESTRAINT LOCATIONCONSTRUCTION INFORMATION:CONSTRUCTION OF WING DECKS IS STEEL SUPPORTED BY STEEL BEAMS. SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL 40-22 BLDG ® 141 PEND BRASS 155 5.60 1/2" TY3231 Tyco TY-FRB EXISTING N.I.C. 90 PEND B SS 55 5.60 2" 3231 Tyc TY-F IS N.I.C. 40-32 WATER SUPPLY: B PEN CHRO E 15 5.0 1/2 VK3 2 KING Vk 02 NE HEAD F FLOW INFORMATION REPORTED AT 10"SUPPLY LOOP INDICATES A STATIC PRESSURE OF 150 PSI,WITH A RESIDUAL PRESSURE OF 133 PSI WHIL FLOWING 2700 GPM PR EVIOU,1WORK 2023 PREV OUS W RK 2022 G Calculation results for Design Area 61 Calculation results for Design Area 2 This system as shown on company print no dated This system as shown on company print no dated for Boeing Cells at for Boeing Cells at contract no is designed to discharge ate rate of 0.15 gpm/ft-(LJmin/m-)of floor area over contract no is designed to discharge at a rate of 0.15 gpm/ft-(L/min/m-)of floor area over a maximum area of 910 ft- when supplied with water at a rate of 186.1 gpm at 117 psi at the base of the riser. a maximum area of 1500 ft' when supplied with water at a rate of 150.6 qpm at 75.5 psi at the base of the riser. Hose stream allowance of is included in the above. Hose stream allowance of is included in the above. Occupancy classification:ohi Number of heads flowing:7 Occupancy classification:oh1 Number of heads flowing:7 B DG 40 23 BLDG e.5 Commodity classification:N.A. System Type: Wet Commodity classification:N.A. System Type: Wet Maximum storage height:N.A. Maximum velocity: 26.94 flits Maximum storage height:N.A. Maximum velocity: 23.74 We AR A OF WORK ELL 6 40-3 3 Storage arrangement: N.A. Storage arrangement: N.A. Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 117 psi Flow from In-Rack sprinklers: 0 9Pm Pressure Required at Source: 75.5 psi Flow from Overhead sprinklers: 186.1 gpm Pressure Available at Source: 149.4 psi Flow from Overhead sprinklers: 150.6 gpm Pressure Available at Source: 149.5 psi CERT.#86528 Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 32.4 psi Flow from Inside Hoses: O gpm Surplus Pressure at Source: 74 psi H N Flow from Outside Hoses: 0 gpm 19.3.3.4.2"WHERE AN AREA IS TO BE David Yates C .T. Flow from Outside Hoses: 0 gpm 19.3.3.4.2*WHERE AN AREA IS TO BE Other fixed flows: O qpm PROTECTED BY A SINGLE LINE OF N.LO.E.T. Level Other fixed flows: 0 qpm PROTECTED BY A SINGLE LINE OF otal flow in system in 150.6 m FTRR PROTECNOL Total flaw in system piping: 186.1 gpm IA difional flow at/beyondsource: 250 qpm INCLUDE ALL SPRINKLS,THE SERS ONIGN E HE LANE A SHALL F-OENCINEERINc TEcxxoLocY SPRINKLERS,THE DESIGN AREA SHALL wAWION L I sTITUTE TavouT Additional Flow at/beyond source: 250 qpm INCLUDE ALL SPRINKLERS ON THE LINE CERuFVxrON INTENWNEEMNc Total of all flows: 436.1 gpm UP TO A MAXIMUM OF SEVEN. Total of all flows: 400.6 gpm UP TO A MAXIMUM OF SEVEN. TECHNOLOGIES. NOTES REVISIONS SPRINKLER SYMBOLS NOTES AND DATE DESCRIPTION BY �v ............................... x rp"WAtiNINOTON STATE 2/4/2025 EXTEND LINES TO REPLACE EXISTING REMOVED LINES BFPS, INC ]� 'E I N G ]BLDG 4 0-2 3 DETAILS O z •. m,a FIRE SPRRINKLERR SYS PTEEM$Ncv, PERMIT P.O.B. 1110 TENANT MODIFICATIONS CELL 6 CONTRACT O NO. David Yates 2805-0898-C Level3 SYM GNT POSIMON FINISH TEMP K NPT SIN IING G. MODEL GRANITE FALLS, WA EVERETT ,WA APPROVAL BOEING AND AHJ SumsFiroProledionSystems,Inc. ! ® 141 PEND BRASS 55 5.60 1/2" TY3231 ° -FRB EXISTING N.I.C. DRAWN BY D.YATES URNSFPB DU r 90 PEND BRASS 155 5.60 1/2" TY3231 ° TY-FRB :X.:TINGN.I.C. 425-388-0124 2/4/2025� 58 PEND CHROME 155 5.60 1/2" �VK302 AW302 NEW HEADS SCALE NOTED c..""°:'................. 1 DESIGN UESTIONS 360-580-1062 DATE 2/3 25 Q CONTRACTOR: F-D FP 1 PLOTTED