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Home My WebLink AboutPP - 2426 SOUTHCENTER MALL - LEARNING QUEST TOYS - PERMITS AND PLANS2426 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-275 08-S-314 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Vanilla Box 2426 Southcenter Mall Permit No.: 08-S-314 Date: June 12, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. 1 f Hydraulic Summary Jo407 ` Report Description: Ordinary Group I Job Job Number Design Engineer KS0407 Adam Kanter Job Name State Certification/License Number Vanilla Shells 2426 WESTESF136QF Address 1 AHJ Southcenter Mall City of Tukwila Address 2 Job Site Southcenter Mall Crty State Zip Code Drawing Name Tukwila Wa 98188 FP-1.cad System _ Remote Area(s) Most Demanding Sprinkler Data Occupancy 5.6 K-Factor 26.00 at 21.556 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 948.17ft2 (Actual 948.17ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 10 130.00ft2 Total Hose Streams ~ 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 272.10 522.10 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.81 between nodes 137 and 269 Maximum Velocity Under Ground 1.03 between nodes 1 and 494 Volume capacity of Wet Pipes Volume capacity of Dry Pipes _1I, 3462.98ga1 0.84ft3 I Supplies Hose Flow Static Residual Flow Available Total Demand i Required Safety Margin Node (gpm) (psi) (psi) (gpm) i (psi) (gpm) (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.566 522.10 74.556 65.010 Contractor Contractor Number Contact Name Contact Title KS0407 Adam Kantner Project Manager Contractor Name Phone Extension Western States Fire Protection 425.881.0100 Address 1 FAX 7102 180th Ave Ne, Suite A-105 485.736.9032 Address 2 E-mad City State Zip Code WebSrte Redmond WA 98052 ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 06/02/2008 4:38:35PM Page 1 11.- Summary Of Outflowing Devices ` Job Number: KSO407 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 107 27.59 26.00 5.6 24.269 Sprinkler 108 27.60 26.00 5.6 24.289 Sprinkler 105 26.71 • 26.00 5.6 22.755 Sprinkler 106 26.72 26.00 5.6 22.774 Sprinkler 103 26.30 26.00 5.6 22.050 Sprinkler 104 26.31 26.00 5.6 22.068 Sprinkler 110 29.66 26.00 5.6 28.053 Sprinkler 101 26.00 26.00 5.6 21.556 Sprinkler 102 26.01 26.00 5.6 21.575 Sprinkler 109 29.20 26.00 5.6 27.196 c Most Demanding Sprinkler Data V ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/02/2008 4:38:39PM Page 2 @�B Job Number: KS0407 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 119 16-6 fEE(4-6) 47.407 120 17-3 fEE(4-6) 47.259 121 17-3 P0(26-4) 47.571 123 18-6 fE(8-11%) 47.675 136 17-11 2P0(8-0) 44.497 137 17-11 2P0(8-0) 44.535 138 17-11 2P0(8-0) 44.670 265 15-0 P0(5-0) 32.271 269 15-0 P0(5-0) 32.298 285 15-0 P0(5-0) 30.219 289 15-0 P0(5-0) 30.245 301 15-0 P0(5-0) 29.263 305 15-0 P0(5-0) 29.288 318 15-0 P0(5-0) 38.426 324 15-0 E(2-0) 38.387 328 15-0 E(2-0) 29.048 332 15-0 E(2-0) 29.073 316 17-10 50.747 446 -16-1 2P0(43-1) 66.454 452 -16-1 66.924 494 -12-4 BFP(-5.000) 70.313 107 12-0 Spr(-24.269) 24.269 27.59 108 12-0 Spr(-24.289) 24.289 27.60 105 12-0 Spr(-22.755) 22.755 26.71 106 12-0 Spr(-22.774) 22.774 26.72 103 12-0 Spr(-22.050) 22.050 26.30 104 12-0 Spr(-22.068) 22.068 26.31 110 15-0 Spr(-28.053) 28.053 29.66 101 15-0 Spr(-21.556) 21.556 26.00 102 15-0 Spr(-21.575) 21.575 26.01 109 15-0 Spr(-27.196) 27.196 29.20 1 -22-0 S 74.556 272.10 d(� ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/02/2008 4:38:42PM Page 3 Hydraulic Analysis Job Number: KS0407 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length Downstream Upstream Elevation Discharge Qi Route 1 DR 1.049 Q=26.00 9.65 C=120 0.211435 27-5 Pf 7.487 101 15-0 q=26.00 K=5.6 21.556 Spr(-21.556) 8-0 Pe 0.005 328 15-0 29.048 4E(2-0) 35-5 Pv BL 1.610 Q=26.00 4.10 C=120 0.026249 8-2 Pf 0.215 328 15-0 29.048 Pe 301 15-0 29.263 8-2 Pv BL 1.610 Q=52.30 8.24 C=120 0.095627 10-0 Pf 0.956 301 15-0 29.263 Pe 285 15-0 30.219 10-0 Pv BL 1.610 Q=79.01 12.45 C=120 0.205171 10-0 Pf 2.052 285 15-0 30.219 Pe 265 15-0 32.271 10-0 Pv BL 1.610 Q=106.60 16.80 C=120 0.357057 25-9% Pf 13.491 265 15-0 32.271 12-0 Pe -1.264 136 17-11 44.497 2LtE(2-0), PO(8-0) 37-9% Pv CM 4.260 Q=106.60 2.40 C=120 0.003124 12-0 Pf 0.037 136 17-11 44.497 Pe 137 17-11 44.535 12-0 Pv CM 4.260 Q=213.24 4.80 C=120 0.011268 12-0 Pf 0.135 137 17-11 44.535 Pe 138 17-11 44.670 12-0 Pv CM 4.260 Q=272.10 6.12 C=120 0.017688 101-10% Pf 2.119 138 17-11 44.670 17-11 Pe 0.618 119 16-6 47.407 2fE(8-11 Y2) 119-9 Pv RN 4.260 Q=272.10 6.12 C=120 0.017688 1-0V2 Pf 0.178 119 16-6 47.407 fEE(4-6) 9-0 Pe -0.325 120 17-3 47.259 fEE(4-6) 10-0% Pv CM 4.260 Q=272.10 6.12 C=120 0.017688 17-7% Pf 0.312 120 17-3 47.259 Pe 121 17-3 47.571 17-7% Pv RN 4.260 Q=272.10 6.12 C=120 0.017688 1-3 Pf 0.646 121 17-3 47.571 P0(26-4) 35-3% Pe -0.542 123 18-6 47.675 fE(8-11'/2) 36-6% Pv CM 4.260 Q=272.10 6.12 C=120 0.017688 139-5 Pf 2.783 123 18-6 47.675 17-11' Pe 0.289 316 17-10 50.747 2fE(8-11%) 157-4 Pv CM 6.357 Q=272.10 2.75 C=120 0.002518 180-10 Pf 1.003 316 17-10 50.747 ' I 217-5'% Pe 14.704 446 -16-1 66.454 12fE(12-7), BV(12-7), fE(10-0), 398-3'/i Pv CV(40-3), GV(3-9%) BL 8.329 Q=272.10 1.60 C=120 0.000675 17-10 Pf 0.470 446 -16-1 66.454 P0(43-1) 678-3% Pe -0.000 452 -16-1 66.924 2fE(16-0), 14P0(43-1) 696-1% Pv MS 10.020 Q=272.10 1.11 C=120 0.000275 20-2 Pf 5.024 452 -16-1 66.924 67-0 Pe -1.635 494 -12-4 70.313 3LtE(16-0), BV(19-0), BFP(-5.000) 87-2 Pv UG 10.400 Q=272.10 1.03 C=140 0.000172 112-10%,, Pf 0.043 494 -12-4 70.313 137-1% Pe 4.200 1 -22-0 74.556 4LtE(25-6), 2EE(17-6' ), S 250-0 Pv 0. Route 2 DR 1.049 Q=26.01 9.66 C=120 0.211604 27-5 Pf 7.493 102 15-0 q=26.01 K=5.6 21.575 Spr(-21.575) 8-0 Pe 0.005 332 15-0 29.073 4E(2-0) 35-5 Pv BL 1.610 Q=26.01 4.10 C=120 0.026270 8-2 Pf 0.215 332 15-0 29.073 Pe 305 15-0 29.288 8-2 Pv BL 1.610 Q=52.32 8.25 C=120 0.095702 10-0 Pf 0.957 305 15-0 29.288 Pe 289 15-0 30.245 10-0 Pv BL 1.610 Q=79.04 12.46 C=120 0.205330 10-0 Pf 2.053 289 15-0 30.245 Pe 269 15-0 32.298 10-0 Pv BL 1.610 Q=106.64 16.81 C=120 0.357333 25-9% Pf 13.501 269 15-0 32.298 12-0 Pe -1.264 137 17-11 44.535 2LtE(2-0), PO(8-0) 37-9% Pv dB Route 3 DR 1.049 Q=26.30 9.76 C=120 0.215912 28-5 Pf 8.509 103 12-0 q=26.30 K=5.6 22.050 Spr(-22.050) 11-0 Pe -1.296 301 15-0 29.263 3E(2-0), PO(5-0) 39-5 Pv v Route 4 ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/02/2008 4:38:46PM Page 4 Hydraulic Analysis 1 Job Number: KS0407 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length DR 1.049 Q=26.31 9.77 C=120 0.216077 28-5 Pf 8.515 104 12-0 q=26.31 K=5.6 22.068 Spr(-22.068) 11-0 Pe -1.296 305 15-0 29.288 3E(2-0), PO(5-0) 39-5 Pv v Route 5 DR 1.049 Q=26.71 9.92 C=120 0.222289 28-5 Pf 8.760 105 12-0 q=26.71 K=5.6 22.755 Spr(-22.755) 11-0 Pe -1.296 285 15-0 30.219 3E(2-0), PO(5-0) 39-5 Pv Route 6 DR 1.049 Q=26.72 9.92 C=120 0.222459 28-5 Pf 8.767 106 12-0 q=26.72 K=5.6 22.774 Spr(-22.774) 11-0 Pe -1.296 289 15-0 30.245 3E(2-0), PO(5-0) 39-5 Pv Route 7 DR 1.049 Q=27.59 10.24 C=120 0.235936 28-5 Pf 9.298 107 12-0 q=27.59 K=5.6 24.269 Spr(-24.269) 11-0 Pe -1.296 265 15-0 32.271 3E(2-0), PO(5-0) 39-5 Pv v Route 8 DR 1.049 Q=27.60 10.25 C=120 0.236116 28-5 Pf 9.305 108 12-0 q=27.60 K=5.6 24.289 Spr(-24.289) 11-0 Pe -1.296 269 15-0 32.298 3E(2-0), PO(5-0) 39-5 Pv .= Route 9 DR 1.049 Q=29.20 10.84 C=120 0.262146 32-8 Pf 11.186 109 15-0 q=29.20 K=5.6 27.196 Spr(-27.196) 10-0 Pe 0.005 324 15-0 38.387 5E(2-0) 42-8 Pv BL 1.610 Q=29.20 4.60 C=120 0.032545 1-2Y2 Pf 0.040 324 15-0 38.387 Pe 318 15-0 38.426 1-21/2 Pv BL 1.610 Q=58.86 9.28 C=120 0.119026 51-1 Pf 7.508 318 15-0 38.426 12-0 Pe -1.264 138 17-11 44.670 2LtE(2-0), PO(8-0) 63-1 Pv v Route 10 DR 1.049 Q=29.66 11.01 C=120 0.269781 27-5 Pf 10.368 110 15-0 q=29.66 K=5.6 28.053 Spr(-28.053) 11-0 Pe 0.005 318 15-0 38.426 3E(2-0), PO(5-0) 38-5 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Actual Inside Diameter 4'87 ) = Factor ( Schedule 40 Steel Pipe Inside Diameter ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/02/2008 4:38:46PM Page 5 1 did Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: KS0407 Report Description: Ordinary Group II Velocity HWC Friction Loss K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 FDC fE fEE flg FN fT g GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/<° Elbow 22'/2 Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/02/2008 4:38:46PM Page 6 Hydraulic Graph Job Number: KS0407 Report Description: Ordinary Group II Supply at Node 1 150 Static Pressure 140.000 135 120 105 90 .N a ai 7C with hose streams Pressur vi o (1 o c .522.10 272.10 @ 74.556 System demand curve 10900.00 @ 20.000 IIIIJ11111111 111111111 1 I 1 I I 1 1 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 1 111111111 11111 1111 V 02200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.566 @ 522.10 System Demand 272.10 @ 74.556 System Demand (Including Hose Allowance) 522.10 @ 74.556 1[ ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/02/2008 4:38:55PM Page 7 Flow Diagram (Top View) ti Job Number: KS0407 Report Description: Ordinary Group II dA ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/02/2008 4:38:59PM Page 8 r STFIEL SU TE 2420 RE ALAMSYSTEM TUKWILA, WASHINGTON ( it" (3‘ c It4 C: 44 :5 CD SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \ UM3ER SHEET TITLE FA -01 SYSTEM I\FOv1ATION FA -02 TYPICAL DETAILS - WI RI\G A\D MOU\TI\G FA -03 FI RE ALA.RM SYSTEM FLOO PLA\ FA -04 SYSTE \A CALCULATIO\ S GE\EAL), RISER, SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD *16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIAT❑R TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATI❑N LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BONG RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM FLL 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 O.D. .0467 .210 O.D. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. NCH NCH NCH NCH NCH INCH N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERv1ISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE; & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. g FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM ;SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF ;NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL DE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS,' FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAVIE CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION. IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE, CABLE IS INSTALLED QUANTITY 3 2 3 2 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE WITH RELAY HTRI-R SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD B LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING D DUCT SMOKE DETECTOR AD2-P ,W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 1.":/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING F FIRE ALARM SPEAKER STROBE L C (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX W/ 1-1 /2" EXT. CEILING FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1 /2" EXT. 80" A.F.F. TO BOTTOM SET -HMC -CW SIEMENS 4S DEEP BOX W/ 1-1 /2" EXT. CEILING Ric FIRE ALARM STROBE (CEILING MOUNT) ZR -MC --CW SIEMENS 4S BOX W/ 1G RING CEILING FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM C SPEAKER (CEILING MOUNT) ZR -MC --W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. SET -CW SIEMENS 4S DEEP BOX W/ 1-1 /2" EXT. CEILING FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM B 13 STROBE WP (WEATHERPROOF) MR MULTI -VOLTAGE CONTROL RELAY SET -W SET -S17 -WP MR -201 /C SIEMENS SIEMENS AIR PRODUCTS 4S DEEP BOX W/ 1-1 /2" EXT. 80" A.F.F. TO BOTTOM MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD 4S BOX El FA JB❑X A.F.F. MAGNETIC DOOR HOLDER FIRE ALARM TERMINAL CABINET JUNCTI❑N BOX ABOVE FINISHED FLOOR F.B.O. F.B.O. F.B.O, N/A F.B.O. F.B.D. FURNISHED BY OTHERS N/A N/A NOT APPLICABLE N/A F.B.O. Without ComPas As Noted In Red Per The Attactilied Letter VERIFY IN FIELD VAR I FY IN, FIELD VE21 FY IN :FIELD VElk IFY IN FIELD N/ i neMlans have been reviewed by The Tu{ •rila Fire Prevention Bureau for conforMtir be with current city N/ standards. Acceptance is sub1ect to errors and omiROans which do not authQrize violatioii of adopted stanoaras and orotnances. Tbaesponsibility for the N/ ari quacy of design rests totally with the designer. Ad tins, deletions or revisions to mese drawings atter this date will void this.acceptWa42 and will require aN/A resubmittal of revised drawings for subsequent approval. U.❑,N, UNLESS OTHERWISE NOTED N/A WP WEATHERPROOF DEVICE N/A NOTIa 1743 IST FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS C0 C\I co c0 J O 11-1 2§z 1- UJ oc O ,p z z VJ Ej,j- °QC = .ecT)t•A completed, signed, Tukat W Q 5. Certificate must be present&LL Fire Department Pre-test - w 0 Final acceptance is subject tui/field test and Inspectiohlbp ntion Bureau. AS BUILT REMOVE N/A to the Inspector prior to i- N commencement of Acceptance%) Testing of any Fire Alarm W N5 and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A Copyright rUKWJLA FIRE DEPARTWii.LIITt Please call: 575.44Q and give this job No.�'�2 `7 and exact address for shut* down or restoration approval, 2006 by Guardian Security Systems, PAID ,:u:t - 3 2008 T kwila Fire ,5(5° Inc. All Rights Reserved SCALE: 1 /8"=1 DRAWN BY: E.HAMERSKI DESIGNED BY: R.VEZZANI DATE:05/20/2008 BACKROUND PLAN PROVIDED BY: �OB NUMBER: SHEET \ FA -01 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ry/ ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE �+ STOP IF LAST DEVICE 5830.- •--- ------ DUCT DETECTOR LOCATI❑N FROM XLS CONTROL PANEL OR _+ PREVI❑US ADDRESSABLE DEVICE -- END OF LINE DEVICE(3.6K 1/4W) SUPERVISED SWITCH GROUND ----- �7 STI N LO O NN) HTRI—R STATUS LED CO COM NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. O TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEI. SCALE (BACKGOUND MUSIC SHUTDOWN) PREVIOUS ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE L - 0 1001 TB1 NOTE 11 VOLTAGE MAX. - CURRENT MAX. - CONT, RES, MAX, - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING-----•\ TUBE INLET SAMPLING TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE LI -AC POWER SOURCE COMBINE ALL SHIELDS AND %� ISOLATE FROM GROUNDING I TO NEXT ADDRESSABLE DEVICE J(+)__ A STOP IF LAST DEVICE l(-)-------, FR❑M XLS CONTROL PANEL OR {(+) PREVIOUS ADDRESSABLE DEVICE (-) RELAY CONTACTS (4.OA @ 125VAC) (4.OA @ 30VDC) 27 VDC 3,5 r1A DURING POLLING 10 OHMS 200 FT, (18 AWG) 0,02uF 0.04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC, TO GUARANTEE DETECTI❑N. 0 St50000 123456 HC TB2 D 654321 v Th END OF LINES DEVICE (3.6K 1/4W) SUPERVISED 1' SWITCH GROUND N) 0 N 'd - Li) HTRI—D (09 STATUS LED NOT USED FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE .�. DEVICE LOOP ... 0 0 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY ('S' CABLE) END OF LINE DEVICE FROM FACP =.. `(3.6K 1/4W) (V❑ICE CIRCUIT) ('V' CABLE) NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. O UPERVISED 1 '3WITCH TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC 0 0 _L� LJ TT TT 0 0 PAD -3 0 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 132 24K n + TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE NAC -4 ,NAC -3 NAC -2 NAC -1 470 OHMS EOL 0 fC U INPU (+ `-) 9 9 TEM -1 Q oa�poo PO oro 1000 0 1111C 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL ALE NONE (STROBE) SPEAKER (+) () 0 (-) STROBE EARTH GROUND -)(+)TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE (STROBE) SPEAKER SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY 80" A.F.F. R E , O O 4S DEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE:NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER�T�IN TEMPERATU E: +32' F (0' C) TO 100' F 38' C) HUMIDITY: �0--97. RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR — FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) >- DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE -E- > (-) DATA OUT 1 > (+) DATA OUT )r CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING SPEAKER SUPPORT TILE -- BRIDGE HARD LID 4' SQUARE DEEP BOX .----- WITH 1-1/2' EXTENSION N / CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX-- MOUNTED OX---MOUNTED ON CEILING, FLEX \ JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT 0 0 IL TO NEXT DEVICE CADDY BAR SMOKE DETECTOR ---- SMOKE- SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING DO NOT INST ADDRESSA LE DEVICES J N O I. DRE- OG AIS VI DEVICES ADD 1• L T TONG ED WITH KESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 7:Z Ca co 0' Z 0 Z_ W -J LU FAX (206) 628-4990 Li) L0 .O N N •0 Lu RELEASE/REVISIONS REV. BY: EGH DESCRIPTION SHOP DRAWINGS DATE 05/20/20081 9 ««< z z 0 co d- Joo N �c W 2 2z F-WcEO C'3 D F/32 z CI) Lfrf- CC O gtcc 2c4 J Q�� ri � og � LL (/) Ci) N — W F— (� I W 0. J U a. SCALE: 1 /8"=1 DRAWN BY: E.HAMERSKI DESIGNED BY: R.VEZZANI DATE:05/20/2008 BACKROUND PLAN PROVIDED BY: ..,JOB NUMBER: SHEET FA -02 rYM EOL—S 19.84V D C) tt 2S FBF; 75i "'- 30:-0' 2 /1 L315 (TYP) 75 E :DALE :3;16' = , NORTH 3 -0' 21' - 3' 2S 75 SUITE 2226 WESTFIELD SOUTHCENTER MALL SCALE 118"=1' ------- ---- ET N • r; J FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,CSEE SIEMENS INSTALLATI❑N SUBMITTAL FOR L❑CATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF C❑NTRL PANEL. FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. DO N0 1 S ALL ADDRESSABLE IMT. A ING DEVICES JNTIL .3REPROGRAM M ID WITH DEVICES ADDRESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved €034‘ z 1I 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: EGH DESCRIPTION SHOP DRAWINGS DATE 05/20/2008 (<aaaa CD CV co co N 710 1-1-1 �z I—wfro zz 2Di) = J QQ ?� W wo ��F SNE vJ N= W SCALE: 1/8"= 1 DRAWN BY: E.HAMERSKI DESIGNED BY: R.VEZZANI DATE:05/20/2008 BACKROUND PLAN PROVIDED BY: �OB NUMBER: SHEET FA -03 NORTH SUITE 2XXX WESTFIELD SOUTHCENTER MALS SCALE 1132'=1' 2S s,2V 2S,2V 2S,2V 2S,2V 75 C 75 C 15 15 75 C EOL -S1 EX RISER DIAGRAM SYSTEM CALCULATIONS BATTERY SIZNG CALCULATION 2426 2426 FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE 05/20/2008 Panel: 2426 Wire Resistance 1.62 2 Date: June 2, 2008 CURRENT TOTAL= 653 Current Load: CIRCUIT: Standby: Alarm: Current Load: Standby: Alarm: QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 0 SET -MC @15CD 64 0 Device Type 0.86 Qty Amps Total Amps Total Device Type Qty Amps 3 Total Amps Total HFP-11 JTotal Device Load, Amps (I) 0.0022 0.0022 0.0023 233 0 (Total Cct Load) 0 SET-HMC-C@115CD 318 0 AD2-P 2 0.0635 0.0635 0.064 0.128 0 Main System Board 1 0.03 0.03 0.030 0.030 0 HTR -R 3 0.009600 0.0096 0.021 0.063 445 SET -MC @15CD (20.4 - E) 0.064 Z-MC@15CD 64 HTRI-D 0.001600 0.0035 0 Z -MC @30C D SET -MC @30CD 0 0.098 0 SET-MC-CW@110CD ICP -B6 0 653 12 0.005 19.83933421 653 DEVICES= SET -MC @75CD TOTAL mA= 3 0.175 0.525 WESTFIELD SOUTHCENTER Notification Appliance Circuit MALL Detail PROJECT: SET -MC @110CD 2426 Wire Resistance 2.58 0.233 June 2, 2008 CURRENT TOTAL= 5.4 CIRCUIT: SPEAKER CIRCUIT SET-HMC-C@115CD 0.318 QTY Device Type Alarm Current Alarm Total Wire Size VVire Length Voltage at EOL Circuit Total SET HMC-C@135CD 3 70.7V 1/8 1.8 5.4 0.318 Total Wire Resistance (R) 2.92 0 0.0731 Amps 0.191 Amps SET. HMC-C@185CDm ZR -MC @15CD 2 (WL*2)*(R/ft) 0.445 0.064 0.128 0 0 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours ZR -MC @30CD 0 0.098 (Total Cct Load) 0 0 0 HCP Voltage Drop (E) 0.02 0 0 0.0015 Alarm Current Load: 0.191 Amps For 5 Minutes= 0.016 Amp-hours0.03 0 0 Amps 0.683 Amps 0 0 (20.4 - E) 0 0 0 25% Derating= 2.213 Amp -hours 0 Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours 3 TOTAL mA= 5.4 14 565 20.384256841 5.41 Alarm Current Load: 0.683 Amps For 5 Minutes= 0.057 Amp -hours Total System Current Load: 2.213 Amp -hours 25% Derating= 0.972 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.972 Amp -hours 1 Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZNG CALCULATION VOLTAGE DROP CALCULATION Copyri• ht 2006 b Guardian Securit S stems, Inc. All R. • hts Reserved fiy3 Lu at% qt FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: EGH Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE 05/20/2008 Panel: 2426 Wire Resistance 1.62 2 Date: June 2, 2008 CURRENT TOTAL= 653 CIRCUIT: S1 QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 0 SET -MC @15CD 64 0 Total Wire Resistance (R) 0.86 0 SET -MC @30CD 98 0 (WL * 2 ) * (R/ft) 3 SET -MC @75CD - 175 525 JTotal Device Load, Amps (I) 0.65 0 SET -MC @110CD 233 0 (Total Cct Load) 0 SET-HMC-C@115CD 318 0 - • - • • • 0 SET-HMC-C@177CD 445 0 (E= I * R) 0 SET -HMC @135CD 318 0 EOL Voltage 19.84 0 SET -HMC @185CD 445 0 (20.4 - E) 2 Z-MC@15CD 64 128 0 Z -MC @30C D 98 0 0 SET-MC-CW@110CD 233 0 653 12 265 19.83933421 653 DEVICES= 5 TOTAL mA= WESTFIELD SOUTHCENTER Notification Appliance Circuit MALL Detail PROJECT: Panel: 2426 Wire Resistance 2.58 Date: June 2, 2008 CURRENT TOTAL= 5.4 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size VVire Length Voltage at EOL Circuit Total 3 70.7V 1/8 1.8 5.4 Total Wire Resistance (R) 2.92 0 0 0 (WL*2)*(R/ft) 0 0 0 Total Device Load, Amps (I) 0.01 0 0 0 (Total Cct Load) 0 0 0 Voltage Drop (E) 0.02 0 0 0 (E= I * R) 0 0 0 EOL Voltage 20.38 0 0 0 (20.4 - E) 0 0 0 0 0 0 DEVICES= 3 TOTAL mA= 5.4 14 565 20.384256841 5.41 VOLTAGE DROP CALCULATION Copyri• ht 2006 b Guardian Securit S stems, Inc. All R. • hts Reserved fiy3 Lu at% qt FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: EGH DESCRIPTION SHOP DRAWINGS DATE 05/20/2008 2 as<<a co 00 CV ¢0) IW- w o D IW- C3 CO rn 2 w= Q wQ9' w Cnn W ND CL w F- O w CC CC w z w 0 V z 0 w f-- cn >- SCALE: 1/8" =1 ' DRAWN BY: E.HAMERSKI DESIGNED BY: R.VEZZANI DATE: 05/20/2008 BACKROUND PLAN PROVIDED BY: JOB NUMBER: SHEET FA -04 i WithOlit i,;t;:. ;r 2426 SHELL SPACE General Notes VICINITY MAP (Suite#2426) SGALE:NTS 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with co NFPA, as well as state & local des. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 0. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. --ZONE T7 / per i nese plans hav,. '.>..,.; I ... i..., ,', t ; . ;,F: , :,: ":if r. Prevention Lkure[:1i% :or '4:4'24114. ,4'; 1- . '14;,:4';1 is ,;i l,` standards. A:::;~,4:i.:Ir1 i1...., omissioris 4`: h;-,,:rl CI;.. .C; . ,t; 7d; \;;;,44,144 r1:, '_ i stanuaras and v ., I):.',4 _ i 1;...... :r•. ,,..,,'::ie adequacy elf `•:;.;i t41 I; v:-ttil tn(.. Additions '7:rh-:. „ . ,/,;; r. n N . li lt. ;( (1... .•c r i this date v'vili qac:)ici r c;r...nti vr;ll resubmittpl of fz Vl::..:' ('f..'t'ir;;; 14:)1 ..:u!;, .dl rt II; ir' 1 ,'iVI,. t .. Final accepts-;ncc i . `3uL }C;i tc; ; r.!cl U';;,1;:;;ri ir151 r. cti()I I Thrr Tukwila Fire Pr:;vcnlion R i Date: c Ey: _. .._ _...... � .. . II fUKWILA FIRE DEPARTMEPU Please call: 575-4407, and give this job No. O$ and exact address for shut. (.,wn or restoration an. Lrnvail. ‘fifeid stamps must inspected baribre pilpe. hung. Po, Tit Ont p ph pck -��o by o t—. twit EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE SYMBOL LEGEND REVISIONS _._....._I.-.._. :....:.._ I _.. otio I ' Ism MN BIM smal Remote Area--.. r'!tiLCA on 'ems t®rati tem -.--Existing Main ZONE T7 ; DN 1% x 2-5''4 1 .t Ordinary Group 11'0.20gpm/ft2 for 948.17ft2 FIRE SPRINKLER SYSTEM r_> ------------- ------------- -------------- Sprinkler Legend (5� Remote Area 2426 SHELL SPACE • CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 occuPANcv mass ORD HAZARD it MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' r 948.17 Ft' SPRINKLER Reliable F 1 FR Semi-Rec ORIFICE 1/2" K. 5.6 WATER FLOW INFORMAtruN': STATIC 140 RESIDUAL 20 FLow 10900 PSI PSI GPM AT BASE OF RISER. SY':tEM REQUIRES: 272.10 Ghat (0 70.31 PSI ' At limo .11 Design. 12'- 0" CLG. = 37.00% AREA REDUCTION 1 3 5 7_9 11 rD FILE CO If :TYPICAL FLEXABLE SPRINKLER CONNECTION- FLEXHEAD PIPE NIPPLE ' MOUNTING BRACKET rt SPRINKLER BRANCHLINE • FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SHi.±da�rxih0aiawitaw,s1zt SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE ///////////// //11/0114 -IK BKWOLT / (21 1 EMBED LLT F10.909 SINIVEL SWAY BRACE FITTING BRACE PIPE F10.1000 "FAST CLAMP SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON•THRFADED BRACE PIPE FIG.4A PIPE CLAMP FOR SWAY BRACE 0LATERAL BRANCHLINE RESTRAINT jam,. n_ o NON -THREADED BRACE PIPE FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT 3/9' KWIK BOLT (2 1/4' EMBED LENGTH) LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III _ 7 � 5 / HILTIKwIk6°RII N // Drilled Anchor— ►_ i 7 1 \ \-\ / Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Plpe Nate on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICIlNITY MAP DETAIL/ N CN u) co w 0 L C Swinerton Bu corp TRACTOR: • 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT SIN R3615 R5415 QTY. 38 K 9 5.6 5.6 SPRAY Pendent ORIF. FIN. Chrome TEMP. 155°F MFR./MODEL F1 FR Semi-Rec APPROVAL: City of Tukwila Pendent %' White 155°F G4A Concealed CONT. NO.: KS0407 Total = 47 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 06/03/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN /DALLAS I DECATUR / DENVER / DULUTH /HOUSTON l KANSAS CITY LAS VEDAS /MINNEAPOLIS /PHOENIX/PORTLAND/RAPID CITY/ ST. PAUL/SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Vanilla Shells 2426 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM ,:' i - " 2t gr SHEET FP -1 OF Nk 00 utvif / t. i e: 2426 SHELL SPACE General Notes ---------------- VICINITY MAP (Suite#2426) SCALE: NTS 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. AH new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. —+r—ZONE T7 EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE D) 2 8'-0"A.F.F • k O��O '4 faka a ; ad1 a•3v. % 4-5 A A ?l•1 0-0 12-0 Y ;: esst Kai mmt Kw E® issm cm '� cm mai Eat to >® mmt tan 'mom A'-1 , r DN 1Y% x 2-5'/. O4- ; 1 : ON 1'/i x 2.5'% 4 ' .. ' a1-rG Fr / Remote Area—.-- ..et w}oma J4 •/ 2:2 J 4 12'-0"A.F.F 8'-0"A.F.F 12'-0"A.F.F —0—E ZONE MainT7 Ordinary Group II.0.20gpm/fF for 948.17ft2 FIRE SPRINKLER SYSTEM Remote Area 2426 SHELL SPACE CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY cLAss ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 948.17 Ft' SPRINKLER Reliable F1 FR Semi-Rec ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 272.10 GPM © 70.31 PSI 3 5 7 9 11 ' At time of Design 12'- 0" CLG. = 37.00% AREA REDUCTION 5 TYPICAL FLEXABLE SPRINKLER CONNECTION. FLEXHEAD MOUNTING BRACKET. PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD 1' CEILING TILE FLEXHEAD DETAIL NOT TO SCALE //////////////ll//---(21rEMBEDBENGTH) FIG. 809 SWIVEL SWAY BRACE FITTING 0i BRACE PIPE F10.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE re LATERAL BRANCHLINE RESTRAINT Trcwigfel NON -THREADED BRACE PIPE 3/8' KWIK BOLT (21/4" EMBED LENGTH) FIG,909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL. BRANCHLINE RESTRAINT NOT TO SCALE '1 N HILTI Kwik Box II / Drilled Anchor Cut Rod Lgth Rounded to Nearest Inch Hanger No. 07C HILTI Kwik Bolt III Rod Coupling —� •\- Swivel Ring ti //� Pipe g_ Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE 06, 53/14 Vanilla Shells 2426. 0 co c' CU E CO c 0) • U 1- H z U SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE N0. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT II R3615 38 5.6 Pendent z Chrome 155°F F1 FR Semi-Rec APPROVAL: City of Tukwila R5415 9 5.6 Pendent %' White 155°F G4A Concealed CONT. NO.: KS0407 Total = 47 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 06/19/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUOUEROUE /AUSTIN /DALLAS I DECATUR / DENVER I DULUTH / HOUSTON /KANSAS CITY LAS VEGAS/MINNEAPOLIS /PHOENIX / PORTLAND / RAPID CITY/ ST. PAUL / SALT LAKE CITY/ SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Vanilla Shells 2426 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM. SHEET FP -1 OF 1 2426 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-275 08-S-314 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Vanilla Box 2426 Southcenter Mall Permit No.: 08-S-314 Date: June 12, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. 1 f Hydraulic Summary Jo407 ` Report Description: Ordinary Group I Job Job Number Design Engineer KS0407 Adam Kanter Job Name State Certification/License Number Vanilla Shells 2426 WESTESF136QF Address 1 AHJ Southcenter Mall City of Tukwila Address 2 Job Site Southcenter Mall Crty State Zip Code Drawing Name Tukwila Wa 98188 FP-1.cad System _ Remote Area(s) Most Demanding Sprinkler Data Occupancy 5.6 K-Factor 26.00 at 21.556 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 948.17ft2 (Actual 948.17ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 10 130.00ft2 Total Hose Streams ~ 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 272.10 522.10 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.81 between nodes 137 and 269 Maximum Velocity Under Ground 1.03 between nodes 1 and 494 Volume capacity of Wet Pipes Volume capacity of Dry Pipes _1I, 3462.98ga1 0.84ft3 I Supplies Hose Flow Static Residual Flow Available Total Demand i Required Safety Margin Node (gpm) (psi) (psi) (gpm) i (psi) (gpm) (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.566 522.10 74.556 65.010 Contractor Contractor Number Contact Name Contact Title KS0407 Adam Kantner Project Manager Contractor Name Phone Extension Western States Fire Protection 425.881.0100 Address 1 FAX 7102 180th Ave Ne, Suite A-105 485.736.9032 Address 2 E-mad City State Zip Code WebSrte Redmond WA 98052 ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 06/02/2008 4:38:35PM Page 1 11.- Summary Of Outflowing Devices ` Job Number: KSO407 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 107 27.59 26.00 5.6 24.269 Sprinkler 108 27.60 26.00 5.6 24.289 Sprinkler 105 26.71 • 26.00 5.6 22.755 Sprinkler 106 26.72 26.00 5.6 22.774 Sprinkler 103 26.30 26.00 5.6 22.050 Sprinkler 104 26.31 26.00 5.6 22.068 Sprinkler 110 29.66 26.00 5.6 28.053 Sprinkler 101 26.00 26.00 5.6 21.556 Sprinkler 102 26.01 26.00 5.6 21.575 Sprinkler 109 29.20 26.00 5.6 27.196 c Most Demanding Sprinkler Data V ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/02/2008 4:38:39PM Page 2 @�B Job Number: KS0407 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 119 16-6 fEE(4-6) 47.407 120 17-3 fEE(4-6) 47.259 121 17-3 P0(26-4) 47.571 123 18-6 fE(8-11%) 47.675 136 17-11 2P0(8-0) 44.497 137 17-11 2P0(8-0) 44.535 138 17-11 2P0(8-0) 44.670 265 15-0 P0(5-0) 32.271 269 15-0 P0(5-0) 32.298 285 15-0 P0(5-0) 30.219 289 15-0 P0(5-0) 30.245 301 15-0 P0(5-0) 29.263 305 15-0 P0(5-0) 29.288 318 15-0 P0(5-0) 38.426 324 15-0 E(2-0) 38.387 328 15-0 E(2-0) 29.048 332 15-0 E(2-0) 29.073 316 17-10 50.747 446 -16-1 2P0(43-1) 66.454 452 -16-1 66.924 494 -12-4 BFP(-5.000) 70.313 107 12-0 Spr(-24.269) 24.269 27.59 108 12-0 Spr(-24.289) 24.289 27.60 105 12-0 Spr(-22.755) 22.755 26.71 106 12-0 Spr(-22.774) 22.774 26.72 103 12-0 Spr(-22.050) 22.050 26.30 104 12-0 Spr(-22.068) 22.068 26.31 110 15-0 Spr(-28.053) 28.053 29.66 101 15-0 Spr(-21.556) 21.556 26.00 102 15-0 Spr(-21.575) 21.575 26.01 109 15-0 Spr(-27.196) 27.196 29.20 1 -22-0 S 74.556 272.10 d(� ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/02/2008 4:38:42PM Page 3 Hydraulic Analysis Job Number: KS0407 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length Downstream Upstream Elevation Discharge Qi Route 1 DR 1.049 Q=26.00 9.65 C=120 0.211435 27-5 Pf 7.487 101 15-0 q=26.00 K=5.6 21.556 Spr(-21.556) 8-0 Pe 0.005 328 15-0 29.048 4E(2-0) 35-5 Pv BL 1.610 Q=26.00 4.10 C=120 0.026249 8-2 Pf 0.215 328 15-0 29.048 Pe 301 15-0 29.263 8-2 Pv BL 1.610 Q=52.30 8.24 C=120 0.095627 10-0 Pf 0.956 301 15-0 29.263 Pe 285 15-0 30.219 10-0 Pv BL 1.610 Q=79.01 12.45 C=120 0.205171 10-0 Pf 2.052 285 15-0 30.219 Pe 265 15-0 32.271 10-0 Pv BL 1.610 Q=106.60 16.80 C=120 0.357057 25-9% Pf 13.491 265 15-0 32.271 12-0 Pe -1.264 136 17-11 44.497 2LtE(2-0), PO(8-0) 37-9% Pv CM 4.260 Q=106.60 2.40 C=120 0.003124 12-0 Pf 0.037 136 17-11 44.497 Pe 137 17-11 44.535 12-0 Pv CM 4.260 Q=213.24 4.80 C=120 0.011268 12-0 Pf 0.135 137 17-11 44.535 Pe 138 17-11 44.670 12-0 Pv CM 4.260 Q=272.10 6.12 C=120 0.017688 101-10% Pf 2.119 138 17-11 44.670 17-11 Pe 0.618 119 16-6 47.407 2fE(8-11 Y2) 119-9 Pv RN 4.260 Q=272.10 6.12 C=120 0.017688 1-0V2 Pf 0.178 119 16-6 47.407 fEE(4-6) 9-0 Pe -0.325 120 17-3 47.259 fEE(4-6) 10-0% Pv CM 4.260 Q=272.10 6.12 C=120 0.017688 17-7% Pf 0.312 120 17-3 47.259 Pe 121 17-3 47.571 17-7% Pv RN 4.260 Q=272.10 6.12 C=120 0.017688 1-3 Pf 0.646 121 17-3 47.571 P0(26-4) 35-3% Pe -0.542 123 18-6 47.675 fE(8-11'/2) 36-6% Pv CM 4.260 Q=272.10 6.12 C=120 0.017688 139-5 Pf 2.783 123 18-6 47.675 17-11' Pe 0.289 316 17-10 50.747 2fE(8-11%) 157-4 Pv CM 6.357 Q=272.10 2.75 C=120 0.002518 180-10 Pf 1.003 316 17-10 50.747 ' I 217-5'% Pe 14.704 446 -16-1 66.454 12fE(12-7), BV(12-7), fE(10-0), 398-3'/i Pv CV(40-3), GV(3-9%) BL 8.329 Q=272.10 1.60 C=120 0.000675 17-10 Pf 0.470 446 -16-1 66.454 P0(43-1) 678-3% Pe -0.000 452 -16-1 66.924 2fE(16-0), 14P0(43-1) 696-1% Pv MS 10.020 Q=272.10 1.11 C=120 0.000275 20-2 Pf 5.024 452 -16-1 66.924 67-0 Pe -1.635 494 -12-4 70.313 3LtE(16-0), BV(19-0), BFP(-5.000) 87-2 Pv UG 10.400 Q=272.10 1.03 C=140 0.000172 112-10%,, Pf 0.043 494 -12-4 70.313 137-1% Pe 4.200 1 -22-0 74.556 4LtE(25-6), 2EE(17-6' ), S 250-0 Pv 0. Route 2 DR 1.049 Q=26.01 9.66 C=120 0.211604 27-5 Pf 7.493 102 15-0 q=26.01 K=5.6 21.575 Spr(-21.575) 8-0 Pe 0.005 332 15-0 29.073 4E(2-0) 35-5 Pv BL 1.610 Q=26.01 4.10 C=120 0.026270 8-2 Pf 0.215 332 15-0 29.073 Pe 305 15-0 29.288 8-2 Pv BL 1.610 Q=52.32 8.25 C=120 0.095702 10-0 Pf 0.957 305 15-0 29.288 Pe 289 15-0 30.245 10-0 Pv BL 1.610 Q=79.04 12.46 C=120 0.205330 10-0 Pf 2.053 289 15-0 30.245 Pe 269 15-0 32.298 10-0 Pv BL 1.610 Q=106.64 16.81 C=120 0.357333 25-9% Pf 13.501 269 15-0 32.298 12-0 Pe -1.264 137 17-11 44.535 2LtE(2-0), PO(8-0) 37-9% Pv dB Route 3 DR 1.049 Q=26.30 9.76 C=120 0.215912 28-5 Pf 8.509 103 12-0 q=26.30 K=5.6 22.050 Spr(-22.050) 11-0 Pe -1.296 301 15-0 29.263 3E(2-0), PO(5-0) 39-5 Pv v Route 4 ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/02/2008 4:38:46PM Page 4 Hydraulic Analysis 1 Job Number: KS0407 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length DR 1.049 Q=26.31 9.77 C=120 0.216077 28-5 Pf 8.515 104 12-0 q=26.31 K=5.6 22.068 Spr(-22.068) 11-0 Pe -1.296 305 15-0 29.288 3E(2-0), PO(5-0) 39-5 Pv v Route 5 DR 1.049 Q=26.71 9.92 C=120 0.222289 28-5 Pf 8.760 105 12-0 q=26.71 K=5.6 22.755 Spr(-22.755) 11-0 Pe -1.296 285 15-0 30.219 3E(2-0), PO(5-0) 39-5 Pv Route 6 DR 1.049 Q=26.72 9.92 C=120 0.222459 28-5 Pf 8.767 106 12-0 q=26.72 K=5.6 22.774 Spr(-22.774) 11-0 Pe -1.296 289 15-0 30.245 3E(2-0), PO(5-0) 39-5 Pv Route 7 DR 1.049 Q=27.59 10.24 C=120 0.235936 28-5 Pf 9.298 107 12-0 q=27.59 K=5.6 24.269 Spr(-24.269) 11-0 Pe -1.296 265 15-0 32.271 3E(2-0), PO(5-0) 39-5 Pv v Route 8 DR 1.049 Q=27.60 10.25 C=120 0.236116 28-5 Pf 9.305 108 12-0 q=27.60 K=5.6 24.289 Spr(-24.289) 11-0 Pe -1.296 269 15-0 32.298 3E(2-0), PO(5-0) 39-5 Pv .= Route 9 DR 1.049 Q=29.20 10.84 C=120 0.262146 32-8 Pf 11.186 109 15-0 q=29.20 K=5.6 27.196 Spr(-27.196) 10-0 Pe 0.005 324 15-0 38.387 5E(2-0) 42-8 Pv BL 1.610 Q=29.20 4.60 C=120 0.032545 1-2Y2 Pf 0.040 324 15-0 38.387 Pe 318 15-0 38.426 1-21/2 Pv BL 1.610 Q=58.86 9.28 C=120 0.119026 51-1 Pf 7.508 318 15-0 38.426 12-0 Pe -1.264 138 17-11 44.670 2LtE(2-0), PO(8-0) 63-1 Pv v Route 10 DR 1.049 Q=29.66 11.01 C=120 0.269781 27-5 Pf 10.368 110 15-0 q=29.66 K=5.6 28.053 Spr(-28.053) 11-0 Pe 0.005 318 15-0 38.426 3E(2-0), PO(5-0) 38-5 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Actual Inside Diameter 4'87 ) = Factor ( Schedule 40 Steel Pipe Inside Diameter ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/02/2008 4:38:46PM Page 5 1 did Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: KS0407 Report Description: Ordinary Group II Velocity HWC Friction Loss K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 FDC fE fEE flg FN fT g GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/<° Elbow 22'/2 Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/02/2008 4:38:46PM Page 6 Hydraulic Graph Job Number: KS0407 Report Description: Ordinary Group II Supply at Node 1 150 Static Pressure 140.000 135 120 105 90 .N a ai 7C with hose streams Pressur vi o (1 o c .522.10 272.10 @ 74.556 System demand curve 10900.00 @ 20.000 IIIIJ11111111 111111111 1 I 1 I I 1 1 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 1 111111111 11111 1111 V 02200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.566 @ 522.10 System Demand 272.10 @ 74.556 System Demand (Including Hose Allowance) 522.10 @ 74.556 1[ ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/02/2008 4:38:55PM Page 7 Flow Diagram (Top View) ti Job Number: KS0407 Report Description: Ordinary Group II dA ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/02/2008 4:38:59PM Page 8 r STFIEL SU TE 2420 RE ALAMSYSTEM TUKWILA, WASHINGTON ( it" (3‘ c It4 C: 44 :5 CD SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \ UM3ER SHEET TITLE FA -01 SYSTEM I\FOv1ATION FA -02 TYPICAL DETAILS - WI RI\G A\D MOU\TI\G FA -03 FI RE ALA.RM SYSTEM FLOO PLA\ FA -04 SYSTE \A CALCULATIO\ S GE\EAL), RISER, SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD *16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIAT❑R TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATI❑N LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BONG RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM FLL 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 O.D. .0467 .210 O.D. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. NCH NCH NCH NCH NCH INCH N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERv1ISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE; & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. g FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM ;SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF ;NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL DE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS,' FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAVIE CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION. IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE, CABLE IS INSTALLED QUANTITY 3 2 3 2 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE WITH RELAY HTRI-R SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD B LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING D DUCT SMOKE DETECTOR AD2-P ,W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 1.":/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING F FIRE ALARM SPEAKER STROBE L C (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX W/ 1-1 /2" EXT. CEILING FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1 /2" EXT. 80" A.F.F. TO BOTTOM SET -HMC -CW SIEMENS 4S DEEP BOX W/ 1-1 /2" EXT. CEILING Ric FIRE ALARM STROBE (CEILING MOUNT) ZR -MC --CW SIEMENS 4S BOX W/ 1G RING CEILING FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM C SPEAKER (CEILING MOUNT) ZR -MC --W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. SET -CW SIEMENS 4S DEEP BOX W/ 1-1 /2" EXT. CEILING FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM B 13 STROBE WP (WEATHERPROOF) MR MULTI -VOLTAGE CONTROL RELAY SET -W SET -S17 -WP MR -201 /C SIEMENS SIEMENS AIR PRODUCTS 4S DEEP BOX W/ 1-1 /2" EXT. 80" A.F.F. TO BOTTOM MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD 4S BOX El FA JB❑X A.F.F. MAGNETIC DOOR HOLDER FIRE ALARM TERMINAL CABINET JUNCTI❑N BOX ABOVE FINISHED FLOOR F.B.O. F.B.O. F.B.O, N/A F.B.O. F.B.D. FURNISHED BY OTHERS N/A N/A NOT APPLICABLE N/A F.B.O. Without ComPas As Noted In Red Per The Attactilied Letter VERIFY IN FIELD VAR I FY IN, FIELD VE21 FY IN :FIELD VElk IFY IN FIELD N/ i neMlans have been reviewed by The Tu{ •rila Fire Prevention Bureau for conforMtir be with current city N/ standards. Acceptance is sub1ect to errors and omiROans which do not authQrize violatioii of adopted stanoaras and orotnances. Tbaesponsibility for the N/ ari quacy of design rests totally with the designer. Ad tins, deletions or revisions to mese drawings atter this date will void this.acceptWa42 and will require aN/A resubmittal of revised drawings for subsequent approval. U.❑,N, UNLESS OTHERWISE NOTED N/A WP WEATHERPROOF DEVICE N/A NOTIa 1743 IST FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS C0 C\I co c0 J O 11-1 2§z 1- UJ oc O ,p z z VJ Ej,j- °QC = .ecT)t•A completed, signed, Tukat W Q 5. Certificate must be present&LL Fire Department Pre-test - w 0 Final acceptance is subject tui/field test and Inspectiohlbp ntion Bureau. AS BUILT REMOVE N/A to the Inspector prior to i- N commencement of Acceptance%) Testing of any Fire Alarm W N5 and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A Copyright rUKWJLA FIRE DEPARTWii.LIITt Please call: 575.44Q and give this job No.�'�2 `7 and exact address for shut* down or restoration approval, 2006 by Guardian Security Systems, PAID ,:u:t - 3 2008 T kwila Fire ,5(5° Inc. All Rights Reserved SCALE: 1 /8"=1 DRAWN BY: E.HAMERSKI DESIGNED BY: R.VEZZANI DATE:05/20/2008 BACKROUND PLAN PROVIDED BY: �OB NUMBER: SHEET \ FA -01 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ry/ ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE �+ STOP IF LAST DEVICE 5830.- •--- ------ DUCT DETECTOR LOCATI❑N FROM XLS CONTROL PANEL OR _+ PREVI❑US ADDRESSABLE DEVICE -- END OF LINE DEVICE(3.6K 1/4W) SUPERVISED SWITCH GROUND ----- �7 STI N LO O NN) HTRI—R STATUS LED CO COM NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. O TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEI. SCALE (BACKGOUND MUSIC SHUTDOWN) PREVIOUS ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE L - 0 1001 TB1 NOTE 11 VOLTAGE MAX. - CURRENT MAX. - CONT, RES, MAX, - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING-----•\ TUBE INLET SAMPLING TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE LI -AC POWER SOURCE COMBINE ALL SHIELDS AND %� ISOLATE FROM GROUNDING I TO NEXT ADDRESSABLE DEVICE J(+)__ A STOP IF LAST DEVICE l(-)-------, FR❑M XLS CONTROL PANEL OR {(+) PREVIOUS ADDRESSABLE DEVICE (-) RELAY CONTACTS (4.OA @ 125VAC) (4.OA @ 30VDC) 27 VDC 3,5 r1A DURING POLLING 10 OHMS 200 FT, (18 AWG) 0,02uF 0.04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC, TO GUARANTEE DETECTI❑N. 0 St50000 123456 HC TB2 D 654321 v Th END OF LINES DEVICE (3.6K 1/4W) SUPERVISED 1' SWITCH GROUND N) 0 N 'd - Li) HTRI—D (09 STATUS LED NOT USED FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE .�. DEVICE LOOP ... 0 0 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY ('S' CABLE) END OF LINE DEVICE FROM FACP =.. `(3.6K 1/4W) (V❑ICE CIRCUIT) ('V' CABLE) NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. O UPERVISED 1 '3WITCH TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC 0 0 _L� LJ TT TT 0 0 PAD -3 0 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 132 24K n + TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE NAC -4 ,NAC -3 NAC -2 NAC -1 470 OHMS EOL 0 fC U INPU (+ `-) 9 9 TEM -1 Q oa�poo PO oro 1000 0 1111C 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL ALE NONE (STROBE) SPEAKER (+) () 0 (-) STROBE EARTH GROUND -)(+)TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE (STROBE) SPEAKER SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY 80" A.F.F. R E , O O 4S DEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE:NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER�T�IN TEMPERATU E: +32' F (0' C) TO 100' F 38' C) HUMIDITY: �0--97. RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR — FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) >- DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE -E- > (-) DATA OUT 1 > (+) DATA OUT )r CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING SPEAKER SUPPORT TILE -- BRIDGE HARD LID 4' SQUARE DEEP BOX .----- WITH 1-1/2' EXTENSION N / CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX-- MOUNTED OX---MOUNTED ON CEILING, FLEX \ JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT 0 0 IL TO NEXT DEVICE CADDY BAR SMOKE DETECTOR ---- SMOKE- SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING DO NOT INST ADDRESSA LE DEVICES J N O I. DRE- OG AIS VI DEVICES ADD 1• L T TONG ED WITH KESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 7:Z Ca co 0' Z 0 Z_ W -J LU FAX (206) 628-4990 Li) L0 .O N N •0 Lu RELEASE/REVISIONS REV. BY: EGH DESCRIPTION SHOP DRAWINGS DATE 05/20/20081 9 ««< z z 0 co d- Joo N �c W 2 2z F-WcEO C'3 D F/32 z CI) Lfrf- CC O gtcc 2c4 J Q�� ri � og � LL (/) Ci) N — W F— (� I W 0. J U a. SCALE: 1 /8"=1 DRAWN BY: E.HAMERSKI DESIGNED BY: R.VEZZANI DATE:05/20/2008 BACKROUND PLAN PROVIDED BY: ..,JOB NUMBER: SHEET FA -02 rYM EOL—S 19.84V D C) tt 2S FBF; 75i "'- 30:-0' 2 /1 L315 (TYP) 75 E :DALE :3;16' = , NORTH 3 -0' 21' - 3' 2S 75 SUITE 2226 WESTFIELD SOUTHCENTER MALL SCALE 118"=1' ------- ---- ET N • r; J FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,CSEE SIEMENS INSTALLATI❑N SUBMITTAL FOR L❑CATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF C❑NTRL PANEL. FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. DO N0 1 S ALL ADDRESSABLE IMT. A ING DEVICES JNTIL .3REPROGRAM M ID WITH DEVICES ADDRESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved €034‘ z 1I 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: EGH DESCRIPTION SHOP DRAWINGS DATE 05/20/2008 (<aaaa CD CV co co N 710 1-1-1 �z I—wfro zz 2Di) = J QQ ?� W wo ��F SNE vJ N= W SCALE: 1/8"= 1 DRAWN BY: E.HAMERSKI DESIGNED BY: R.VEZZANI DATE:05/20/2008 BACKROUND PLAN PROVIDED BY: �OB NUMBER: SHEET FA -03 NORTH SUITE 2XXX WESTFIELD SOUTHCENTER MALS SCALE 1132'=1' 2S s,2V 2S,2V 2S,2V 2S,2V 75 C 75 C 15 15 75 C EOL -S1 EX RISER DIAGRAM SYSTEM CALCULATIONS BATTERY SIZNG CALCULATION 2426 2426 FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE 05/20/2008 Panel: 2426 Wire Resistance 1.62 2 Date: June 2, 2008 CURRENT TOTAL= 653 Current Load: CIRCUIT: Standby: Alarm: Current Load: Standby: Alarm: QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 0 SET -MC @15CD 64 0 Device Type 0.86 Qty Amps Total Amps Total Device Type Qty Amps 3 Total Amps Total HFP-11 JTotal Device Load, Amps (I) 0.0022 0.0022 0.0023 233 0 (Total Cct Load) 0 SET-HMC-C@115CD 318 0 AD2-P 2 0.0635 0.0635 0.064 0.128 0 Main System Board 1 0.03 0.03 0.030 0.030 0 HTR -R 3 0.009600 0.0096 0.021 0.063 445 SET -MC @15CD (20.4 - E) 0.064 Z-MC@15CD 64 HTRI-D 0.001600 0.0035 0 Z -MC @30C D SET -MC @30CD 0 0.098 0 SET-MC-CW@110CD ICP -B6 0 653 12 0.005 19.83933421 653 DEVICES= SET -MC @75CD TOTAL mA= 3 0.175 0.525 WESTFIELD SOUTHCENTER Notification Appliance Circuit MALL Detail PROJECT: SET -MC @110CD 2426 Wire Resistance 2.58 0.233 June 2, 2008 CURRENT TOTAL= 5.4 CIRCUIT: SPEAKER CIRCUIT SET-HMC-C@115CD 0.318 QTY Device Type Alarm Current Alarm Total Wire Size VVire Length Voltage at EOL Circuit Total SET HMC-C@135CD 3 70.7V 1/8 1.8 5.4 0.318 Total Wire Resistance (R) 2.92 0 0.0731 Amps 0.191 Amps SET. HMC-C@185CDm ZR -MC @15CD 2 (WL*2)*(R/ft) 0.445 0.064 0.128 0 0 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours ZR -MC @30CD 0 0.098 (Total Cct Load) 0 0 0 HCP Voltage Drop (E) 0.02 0 0 0.0015 Alarm Current Load: 0.191 Amps For 5 Minutes= 0.016 Amp-hours0.03 0 0 Amps 0.683 Amps 0 0 (20.4 - E) 0 0 0 25% Derating= 2.213 Amp -hours 0 Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours 3 TOTAL mA= 5.4 14 565 20.384256841 5.41 Alarm Current Load: 0.683 Amps For 5 Minutes= 0.057 Amp -hours Total System Current Load: 2.213 Amp -hours 25% Derating= 0.972 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.972 Amp -hours 1 Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZNG CALCULATION VOLTAGE DROP CALCULATION Copyri• ht 2006 b Guardian Securit S stems, Inc. All R. • hts Reserved fiy3 Lu at% qt FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: EGH Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE 05/20/2008 Panel: 2426 Wire Resistance 1.62 2 Date: June 2, 2008 CURRENT TOTAL= 653 CIRCUIT: S1 QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 0 SET -MC @15CD 64 0 Total Wire Resistance (R) 0.86 0 SET -MC @30CD 98 0 (WL * 2 ) * (R/ft) 3 SET -MC @75CD - 175 525 JTotal Device Load, Amps (I) 0.65 0 SET -MC @110CD 233 0 (Total Cct Load) 0 SET-HMC-C@115CD 318 0 - • - • • • 0 SET-HMC-C@177CD 445 0 (E= I * R) 0 SET -HMC @135CD 318 0 EOL Voltage 19.84 0 SET -HMC @185CD 445 0 (20.4 - E) 2 Z-MC@15CD 64 128 0 Z -MC @30C D 98 0 0 SET-MC-CW@110CD 233 0 653 12 265 19.83933421 653 DEVICES= 5 TOTAL mA= WESTFIELD SOUTHCENTER Notification Appliance Circuit MALL Detail PROJECT: Panel: 2426 Wire Resistance 2.58 Date: June 2, 2008 CURRENT TOTAL= 5.4 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size VVire Length Voltage at EOL Circuit Total 3 70.7V 1/8 1.8 5.4 Total Wire Resistance (R) 2.92 0 0 0 (WL*2)*(R/ft) 0 0 0 Total Device Load, Amps (I) 0.01 0 0 0 (Total Cct Load) 0 0 0 Voltage Drop (E) 0.02 0 0 0 (E= I * R) 0 0 0 EOL Voltage 20.38 0 0 0 (20.4 - E) 0 0 0 0 0 0 DEVICES= 3 TOTAL mA= 5.4 14 565 20.384256841 5.41 VOLTAGE DROP CALCULATION Copyri• ht 2006 b Guardian Securit S stems, Inc. All R. • hts Reserved fiy3 Lu at% qt FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: EGH DESCRIPTION SHOP DRAWINGS DATE 05/20/2008 2 as<<a co 00 CV ¢0) IW- w o D IW- C3 CO rn 2 w= Q wQ9' w Cnn W ND CL w F- O w CC CC w z w 0 V z 0 w f-- cn >- SCALE: 1/8" =1 ' DRAWN BY: E.HAMERSKI DESIGNED BY: R.VEZZANI DATE: 05/20/2008 BACKROUND PLAN PROVIDED BY: JOB NUMBER: SHEET FA -04 i WithOlit i,;t;:. ;r 2426 SHELL SPACE General Notes VICINITY MAP (Suite#2426) SGALE:NTS 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with co NFPA, as well as state & local des. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 0. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. --ZONE T7 / per i nese plans hav,. '.>..,.; I ... i..., ,', t ; . ;,F: , :,: ":if r. Prevention Lkure[:1i% :or '4:4'24114. ,4'; 1- . '14;,:4';1 is ,;i l,` standards. A:::;~,4:i.:Ir1 i1...., omissioris 4`: h;-,,:rl CI;.. .C; . ,t; 7d; \;;;,44,144 r1:, '_ i stanuaras and v ., I):.',4 _ i 1;...... :r•. ,,..,,'::ie adequacy elf `•:;.;i t41 I; v:-ttil tn(.. Additions '7:rh-:. „ . ,/,;; r. n N . li lt. ;( (1... .•c r i this date v'vili qac:)ici r c;r...nti vr;ll resubmittpl of fz Vl::..:' ('f..'t'ir;;; 14:)1 ..:u!;, .dl rt II; ir' 1 ,'iVI,. t .. Final accepts-;ncc i . `3uL }C;i tc; ; r.!cl U';;,1;:;;ri ir151 r. cti()I I Thrr Tukwila Fire Pr:;vcnlion R i Date: c Ey: _. .._ _...... � .. . II fUKWILA FIRE DEPARTMEPU Please call: 575-4407, and give this job No. O$ and exact address for shut. (.,wn or restoration an. Lrnvail. ‘fifeid stamps must inspected baribre pilpe. hung. Po, Tit Ont p ph pck -��o by o t—. twit EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE SYMBOL LEGEND REVISIONS _._....._I.-.._. :....:.._ I _.. otio I ' Ism MN BIM smal Remote Area--.. r'!tiLCA on 'ems t®rati tem -.--Existing Main ZONE T7 ; DN 1% x 2-5''4 1 .t Ordinary Group 11'0.20gpm/ft2 for 948.17ft2 FIRE SPRINKLER SYSTEM r_> ------------- ------------- -------------- Sprinkler Legend (5� Remote Area 2426 SHELL SPACE • CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 occuPANcv mass ORD HAZARD it MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' r 948.17 Ft' SPRINKLER Reliable F 1 FR Semi-Rec ORIFICE 1/2" K. 5.6 WATER FLOW INFORMAtruN': STATIC 140 RESIDUAL 20 FLow 10900 PSI PSI GPM AT BASE OF RISER. SY':tEM REQUIRES: 272.10 Ghat (0 70.31 PSI ' At limo .11 Design. 12'- 0" CLG. = 37.00% AREA REDUCTION 1 3 5 7_9 11 rD FILE CO If :TYPICAL FLEXABLE SPRINKLER CONNECTION- FLEXHEAD PIPE NIPPLE ' MOUNTING BRACKET rt SPRINKLER BRANCHLINE • FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SHi.±da�rxih0aiawitaw,s1zt SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE ///////////// //11/0114 -IK BKWOLT / (21 1 EMBED LLT F10.909 SINIVEL SWAY BRACE FITTING BRACE PIPE F10.1000 "FAST CLAMP SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON•THRFADED BRACE PIPE FIG.4A PIPE CLAMP FOR SWAY BRACE 0LATERAL BRANCHLINE RESTRAINT jam,. n_ o NON -THREADED BRACE PIPE FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT 3/9' KWIK BOLT (2 1/4' EMBED LENGTH) LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III _ 7 � 5 / HILTIKwIk6°RII N // Drilled Anchor— ►_ i 7 1 \ \-\ / Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Plpe Nate on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICIlNITY MAP DETAIL/ N CN u) co w 0 L C Swinerton Bu corp TRACTOR: • 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT SIN R3615 R5415 QTY. 38 K 9 5.6 5.6 SPRAY Pendent ORIF. FIN. Chrome TEMP. 155°F MFR./MODEL F1 FR Semi-Rec APPROVAL: City of Tukwila Pendent %' White 155°F G4A Concealed CONT. NO.: KS0407 Total = 47 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 06/03/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN /DALLAS I DECATUR / DENVER / DULUTH /HOUSTON l KANSAS CITY LAS VEDAS /MINNEAPOLIS /PHOENIX/PORTLAND/RAPID CITY/ ST. PAUL/SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Vanilla Shells 2426 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM ,:' i - " 2t gr SHEET FP -1 OF Nk 00 utvif / t. i e: 2426 SHELL SPACE General Notes ---------------- VICINITY MAP (Suite#2426) SCALE: NTS 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. AH new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. —+r—ZONE T7 EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE D) 2 8'-0"A.F.F • k O��O '4 faka a ; ad1 a•3v. % 4-5 A A ?l•1 0-0 12-0 Y ;: esst Kai mmt Kw E® issm cm '� cm mai Eat to >® mmt tan 'mom A'-1 , r DN 1Y% x 2-5'/. O4- ; 1 : ON 1'/i x 2.5'% 4 ' .. ' a1-rG Fr / Remote Area—.-- ..et w}oma J4 •/ 2:2 J 4 12'-0"A.F.F 8'-0"A.F.F 12'-0"A.F.F —0—E ZONE MainT7 Ordinary Group II.0.20gpm/fF for 948.17ft2 FIRE SPRINKLER SYSTEM Remote Area 2426 SHELL SPACE CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY cLAss ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 948.17 Ft' SPRINKLER Reliable F1 FR Semi-Rec ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 272.10 GPM © 70.31 PSI 3 5 7 9 11 ' At time of Design 12'- 0" CLG. = 37.00% AREA REDUCTION 5 TYPICAL FLEXABLE SPRINKLER CONNECTION. FLEXHEAD MOUNTING BRACKET. PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD 1' CEILING TILE FLEXHEAD DETAIL NOT TO SCALE //////////////ll//---(21rEMBEDBENGTH) FIG. 809 SWIVEL SWAY BRACE FITTING 0i BRACE PIPE F10.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE re LATERAL BRANCHLINE RESTRAINT Trcwigfel NON -THREADED BRACE PIPE 3/8' KWIK BOLT (21/4" EMBED LENGTH) FIG,909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL. BRANCHLINE RESTRAINT NOT TO SCALE '1 N HILTI Kwik Box II / Drilled Anchor Cut Rod Lgth Rounded to Nearest Inch Hanger No. 07C HILTI Kwik Bolt III Rod Coupling —� •\- Swivel Ring ti //� Pipe g_ Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE 06, 53/14 Vanilla Shells 2426. 0 co c' CU E CO c 0) • U 1- H z U SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE N0. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT II R3615 38 5.6 Pendent z Chrome 155°F F1 FR Semi-Rec APPROVAL: City of Tukwila R5415 9 5.6 Pendent %' White 155°F G4A Concealed CONT. NO.: KS0407 Total = 47 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 06/19/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUOUEROUE /AUSTIN /DALLAS I DECATUR / DENVER I DULUTH / HOUSTON /KANSAS CITY LAS VEGAS/MINNEAPOLIS /PHOENIX / PORTLAND / RAPID CITY/ ST. PAUL / SALT LAKE CITY/ SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Vanilla Shells 2426 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM. SHEET FP -1 OF 1