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Permit#: K2403-001 <br /> Site Address: 916 Pacific Ave <br /> Applicant: Dion Smith <br /> RPM(\ SYMBOLS: <br /> V ^D OI C• Application Date:03/04/2024 <br /> 1 TO SCOPE OR WORK BY BURNS FIRE PROTECTION SYSTEMS,INC. V V J RVI J LJ Description: 31051add(6)heads <br /> ELEVATOR Review Date: 0310512024 03/05/2024 <br /> ROOM IS TO EXTEND SPRINKLER PROTECTION TO ELEVATOR PENTHOUSE AT ROOF. fr Approximate Hanger Location <br /> PIPING GENERAL NOTES: +J Approximate Bracing Location <br /> 1. DESIGN AND INSTALLATION TO CONFORM WITH CITY OF EVERETT AND NFPA#13, 2019 <br /> *F ELEVATOR ROOM PENTHOUSE 2. ALL MATERIALS TO BE NEW AND UL OR FM LISTED. -8- Approximate Location of Grooved Coupling <br /> 3. PROTECTION OF SPRINKLER FROM PAINT BY OTHERS. +0-0 Elevation from Floor to Centerline of Pi e <br /> 5. STEEL PIPE JOINED'MTH THREADED FITTINGS TO BE BLACK SCHEDULE 40 p EVERETT <br /> <0 5. STEEL PIPE JOINED WITH GROOVED COUPLINGS TO BE BLACK EDDYFLOW WITH WELDED OUTLETS -0 BOJ Elevation down from Joist to Centerline of Pipe <br /> *F 6. SYSTEM HYDRAULIC DESIGN BASED ON ORDINARY HAZARD GROUP 1 P Everett Fire Dept.Permit Review <br /> FROM <br /> Status:Approved <br /> ELEV. 5 FROM 7 ALL SWAY BRACING TO BE 1"SCH40 PIPE FASTENED PER APPROPRIATE DETAIL. -0 BOB Elevation down from Beam t0 Centerline of Pipe <br /> EXISTING 8. ALL GROOVED COUPLING ARE TO BE RIGID UNLESS NOTED OTHERWISE. Reviewed By:KBrown <br /> AIN 9.FLOW AND TAMPER SWITCHES TO BE PROVIDED AND INSTALLED BY BURNS FIRE (0'-0") Center to Center Dimension of Pipe 03/05/2024 1:25:49 <br /> O 10.ALL ELECTRICAL WIRING TO BE PERFORMED BY OTHERS. PM <br /> <p 6 11. ALL FLOW SWITCHES AND TAMPER SWITCHES SHALL BE TAMPERED/MONITORED AS 0'-0" Cut Dimension of Pipe <br /> REQUIRED BY CODE. APPROVED <br /> 10 UNION WALL MOUNT CABINET BY OTHERS <br /> 12. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ADEQUATE HEAT O Hydraulic Reference Point PUBLIC WORKS DEPARTMENT <br /> o\o TO PREVENT FREEZING WATER IN THE PIPES FOR WET SYSTEMS. 0 0 Rise/Drop BY:THerman <br /> r C " O 13. ALL PENETRATIONS THRU RATED CONSTRUCTION WALL SHALL BE FIRECAULKED. DA TE:03/22/2024 <br /> 22'-6 1/4 14. NUMBER OF SPRINKLERS IN THIS SUBMITTAL 6 ® Main Sprinkler Riser CITY OF EVERETT REVIEWED FOR PERMIT <br /> ELEV. 4 <br /> UNION c0 (NAS) No Automatic Sprinklers <br /> O O (NTS) NOT TO SCALE maximum. <br /> Calculation results for Design Area 1 -ELEVATOR PENTHOUSE s acing <br /> we ht ft maximum ) <br /> This system as shown on BURNS FIRE PROTECTION SYSTEMS,Watpany print no dated 3/3/2024 9 ( pounds <br /> 1- water fi led hanger <br /> for PROVIDENCE PACIFIC CAMPUS at ELEVATOR PENTHOUSE SIZE PIPE TYPE/SCHED. NOM. ID pipe pecing 5xWEIGHT+250 <br /> contract no is designed to discharge at a rate of 0.15 gpmKF(UmiNm°)of floor area over INCHES INCHES ounds feet) <br /> a maximum area of 651 W when supplied with water at a rate of 113.3 qpm at 41.2 psi at the base of the riser. <br /> 1" SCH 401.049 2.05 12'0" <br /> Hose stream allowance of is included in the above. 1"1/4" SCH 10 1.492 2.52 12'0 401 401.2 <br /> 5-1EtEV. 3 Occupancy classification:CHI Number of heads flowing:s <br /> ELEVATOR ROOM CONTROL VALVE Commodity classification: System Type: Wet 1 1/2" EDDY FLOW 1.728 2.71 12'0" 412.6 <br /> FLOW SWITCH AND VALVE Maximum storage height: Maximum velocity: 15.5 fl/s <br /> ao <br /> SUPERVISION BY OTHERS Storage arrangement: 2" EDDY FLOW 2.203 3.79 15'0" 534.25 <br /> WIRE PER STATE ELEVATOR CODE O Flow from In-Rack sprinklers: Ogpm Pressure Required at Source: 41.2 psi 3 1/2 0 <br /> EDDY FLOW 3.314 7.18 12' 680.8 <br /> Flow from Overhead sprinklers: 113.3 gpm Pressure Available at Source: 63.8 psi 4 <br /> EDDY FLOW 4.31 10.86 8' 684.4 <br /> O Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 22.6 psi <br /> �7 Flow from Outside Hoses: 0 gpm <br /> 38 1OZ 1O Other fixed flows: Ocom NOTE: LOAD RATING USED 760#BASED ON MANUFACTURERS PUBLISHED DATA IN ESR REPORT <br /> Total flow in syonal flow stem piping: 113.3 gpm PER NFPA#13 5x WEIGHT OF WATER FILLED PIPE+#250 REQUIRED <br /> AdditDesign Area 1 Wet System Totalofa0 flows: <br /> source: 113.3 Qpm <br /> 9 Y 7TH FLOOR 9P <br /> 5-1 z ' <br /> ELEVATOR PENTHOUSE <br /> Demand Calculations using Hazen-Williams Method <br /> Occupancy Classification: OH1 -u <br /> �;:r^a6° <br /> ELEVATOR CONTROL ASSY. g �rn«m ,,;�,Eg ^aa°," WALL <br /> Design Area Density: 0.15 1 <br /> o 7TH FLOOR 1/2"=1'0" ° ° >5 u• <br /> Additional Outside Hose: 0 1 <br /> 01 103 106 Design Area Size: o "' JJ <br /> S/8" uNISTRUT <br /> ELEV. 211 -Ni <br /> �' Notes: ° °".TM°°_ 2N"r"=o°��r°°... <br /> iir <br /> 5-112 04 � ��c :`N, ywrN•orwrsrwl"•sw <br /> n N <br /> I - � <br /> s B 2 <br /> N'n + Ln '° IO aoO Kwss rr•rw I1R� <br /> 117 a 11a44 2,0, SUPPLY FROM LEVEL 7 NW1pp�r� ter.. <br /> 19-1012 19-1012 17 •T60VNON TYPICAL HANGER FOR VALVE ASSEMBLY <br /> 2360 <br /> 1-5 o °k�sao <br /> E <br /> /41 HANGER TO CONCRETE FLOOR OEC(1•TO 4 PIPE <br /> N.T.S. <br /> Source Inforaisdon 5 00 356.00 <br /> Date of Flow at llMo:2023 4 OD 716.00 <br /> Location Mfl test data: 2 00 1166.00 .. .• <br /> PUMP SUCTION '4'• .�A y <br /> Sour dflowtestdata: v-' • <br /> • ; <br /> 12'9"� Sou.Data oints P a! weF F, AFCON FIG 077Pessu1/2" <br /> .w 1 <br /> /2" X3I1 <br /> 4 EMBED CONC. ANCHOR <br /> 4.9 <br /> 64.00 0.)0 BRACE ATTACHMENT <br /> °° HILTI KB- <br /> /� 50.00 1168.00 W/COUPLING � G'STRGCTLI� <br /> WATERS PPLY INFORMATION Oma' • �_• _• <br /> USED FO CALCULATIONS BASED b <br /> ON PUMP TESTS CONDUCTED IN MY 2p23 AFCON FIG 077 • • J •°• � • � +4 <br /> CROSSMAIN 1/2" 3 1/4" EMBED CONC. ANCHOR <br /> KB-TZ <br /> W/ PUNGCOUPLING <br /> s AFCON MEL E <br /> CROSSMAIN BRACE ATTACHMENT + e AFCON FIG 077 <br /> ❑ PIPE CLAMP <br /> PUMP ROOM USED IN LONGITUDINAL BRACE <br /> X LOWER LEVEL o z y, s• 1/8"=1'-0" N LONGITUDINAL SWAY BRACE LATERAL ( TRANSVERSE) BRACE <br /> �V 17S UPPITY FROM LEVEL 2 <br /> I><*Gcite A2360 <br /> EXISITNG OS&Y CONTROL VALVE <br /> 14 <br /> ° CONNECTION TO EXISTING 4" CROSSMAIN <br /> 11 5-2 4 <br /> 10 <br /> L17 <br /> FP1 �l <br /> P <br /> �1 2 0 <br /> 1-012 <br /> UP TO ROOF d <br /> LEVEL ELEVATOR <br /> ROOM <br /> O <br /> m <br /> O FIRE PROTECTION PLAN N T IF 1 1 7 <br /> g ®® <br /> 7TH FLOOR o• 1• z a• 1/4"=1r IT <br /> '-0" <br /> N ❑ <br /> EED MAIN DOWN TO PUMP L ° <br /> LOWER LEVI <br /> SUPPLY ROUTING <br /> �Xf LEVEL 2 w z, ,. 6 „8••-,,_„ NE12: KEY PLAN N ° T° S ° AREA OF WORK <br /> ED MAIN LEV L 2 ISER TO LEVEL 7 ROOF/LEVEL 7 <br /> I <br /> NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN <br /> DATE DESCRIPTION BY 7��v <br /> ROOF PENTHOUSE <br /> ••,-..-------'""".......--. 3/5/2 RELOCATE LINE WITH SIDEWALL HEADS TO AVOID sYM cNT POBInoN FINISH TEMP K NPT SIN MEG. MODEL BFPS, INC Providence Pacific Campus <br /> Esplm WASHINGTON STATE MOVEABLE SUPPORT BEAMS Q 3 uPR BRASS 200 5.60 I/2" Vx300 VIKING vK300 PERMIT NO. <br /> • CERTIfICATE Of COMPETENCY; <br /> m�oc) <br /> „'� FIRE SPRINKLER SYSTEMS <br /> 'z d 3 SIDE BRASS 200 5.60 12" Vx305 VIKING vK305 CONTRACT NO. <br /> / P.O.B. 1110 <br /> 1%/ Da�vidY Yates x,813 916 Pacific Ave <br /> Bums Fire Protection Systems,Inc. GRANITE FALLS, WA Everett, WA APPROVAL clrY of EVERETT <br /> m NSF 84 D YYYv DCAWE By 1/8 D.1ATEoS <br /> 425-388-0124 <br /> :SlSneture Oste : DATE 3/3/2024 <br /> --•-•••-•-•• - ~• DESIGN QUESTIONS 360-580-1062 <br /> CONTRACTOR: City of Everett R LASED FP 1 <br /> PLOTTED <br />