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Home My WebLink AboutPP - 2887 SOUTHCENTER MALL - VIVID COLLECTION - PERMITS AND PLANS2887 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-269 08-S-316 08-S-310 0 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: Vanilla Shell 2887 Southcenter Mall 08-S310 June 11, 2008 Steve Kohler Fire Inspector/Plan Review (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 % 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. All references are NFPA 13, 2007 Edition. Hydraulic Summary Job Job Number: KS0407 Report Description: Ordinary Group 11 Job Number KS0407 Design Engineer Adam Kanter Job Name Vanilla Shells 2887 State Certification/License Number WESTESF136QF Address 1 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City State Zip Code Tukwila Wa 98188 Drawing Name FP -1-2887. cad System • Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.755 Occupancy Ordinary Group 11 Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 945.00ft2 (Actual 960.17ft2) Additional Hose Supplies Node Flow(gpm) Number Of Spnnklers Calculated 11 Coverage Per Sprinkler 100.00ft2 e'! (( _ ♦i. - /!i «cii+ „, F;a-`J' a Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 231.04 481.04 Maximum Pressure Unbalance In Loops 0.000`x' Maximum Velocity Above Ground 13.01 between nodes 107 and 58 ; N.a NI Pqtroesk Maximum Velocity Under Ground 0.87 between nodes 1 and 303ret Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2742.80gal 1.35ft3 Supplies Hose Flow , Static Residual Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.627 481.04 60.178 79.449 Q"ontractor Contractor Number KS0407 Contact Name Adam Kantner Contact Title Project Manager Contractor Name Western States Fire Protection Phone 425.881.0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 E-mail City State Zip Code Redmond WA 98052 Web -Site ALS, ©M.E.P.CAD, Inc. 4 AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:23PM Page 1 fY9 Summary Of Outflowing Devices Job Number: KS0407 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor Pressure (K) (psi) Sprinkler 101 20.00 20. 12 755 Sprinkler 102 20.03 • 20.00 5.6 12.790 Sprinkler 112 21.72 20.00 5.6 15.050 Sprinkler 103 20.35 20.00 5.6 13.207 Sprinkler 104 20.38 20.00 5.6 13.247 Sprinkler 113 22.00 20.005.6 15.429 Sprinkler 106 20.69 20.00 5.6 13.649 Sprinkler 109 20.72 20.00 5.6 13.684 Sprinkler 114 22.36 20.00 5.6 15.936 Sprinkler 110 21.38 20.00 5.6 14.582 Sprinkler 111 21.41 20.00 5.6 14.619 cs Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:27PM Page 2 Job Number: KS0407 Report Description: Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 24 17-6 EJ2-0J 15.980 27 17-6 E(2-0) 15.890 30 17-6 E(2-0) 18.827 32 17-6 PO(5-0) 16.085 37 17-6 PO(5-0) 15.992 40 17-6 PO(5-0) 18.949 41 17-6 PO(5-0) 16.677 46 17-6 PO(5-0) 16.585 49 17-6 PO(5-0) 19.636 53 17-6 PO(5-0) 17.950 58 17-6 PO(5-0) 17.860 105 17-6 4P0(8-0), 40(8-0) 27.592 107 17-6 4P0(8-0), 4C(8-0) 27.525 108 17-6 4P0(8-0), 40(8-0) 27.516 215 -16-1 P0(26-4) 53.042 303 -14-1% BFP(-4.500) 56.742 337 -16-1 LtE(16-0) 53.066 101 15-0 Spr(-12.755) 12.755 20.00 102 15-0 Spr(-12.790) 12.790 ' 20.03 112 15-0'% Spr(-15.050) 15.050 21.72 103 12-0'% Spr(-13.207) 13.207 20.35 104 12-0% Spr(-13.247) 13.247 20.38 ' 113 12-0% Spr(-15.429) 15.429 22.00 106 12-0 Spr(-13.649) _ 13.649 20.69 109 12-0 Sp!3.684) 13.684 20.72 114 12-0% Spr(-15.936) 15.936 22.36 110 12-0% Spr(-14.582) 14.582 , 21.38 111 12-0% Spr(-14.619) 14.619 ' 21.41 1 -22-0 S ! 60.178 1 231.04 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:30PM Page 3 _Hydraulic Analysis Job Number: KS0407 Report Description: Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length Downstream Upstream Elevation Discharge K -Factor Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 27-0 Pf 4.296 6-0 Pe -1.071 33-0 Pv 101 24 15-0 17-6 q=20.00 K=5.6 12.755 15.980 Spr(-12.755) 3E(2-0) BL 1.610 0=20.00 3.15 C=120 0.016155 6-6 Pf 0.105 Pe 6-6 Pv 24 32 17-6 17-6 15.980 16.085 BL 1.610 Q=40.35 6.36 C=120 0.059190 10-0 Pf 0.592 Pe 10-0 Pv 32 41 17-6 17-6 16.085 16.677 BL 1.610 0=61.04 9.62 C=120 0.127293 10-0 Pf 1.273 Pe 10-0 Pv 41 53 17-6 17-6 16.677 17.950 BL 1.610 Q=82.42 12.99 C=120 0.221880 27-5%z Pf 9.642 16-0 Pe 43-5'% Pv 53 105 17-6 17-6 17.950 27.592 PO(8-0), C(8-0) CM 4.260 0=231.04 5.20 C=120 0.013069 426-7 Pf 10.895 177-6 Pe 14.556 604-1 Pv 105 215 17-6 -16-1 27.592 53.042 2cplg(-1.500), 2P0(26-4), E(13-2), 6fE(8-11'/2), BV(15-9%2), 2Ee2(5-3), CV(28-11'/2), GV(2-7%) FM 8.329 Q=231.04 1.36 C=120 0.000499 14-534 Pf 0.023 32-0 Pe 0.000 46-5%Pv 215 337 -16-1 -16-1 53.042 53.066 fE(16-0), LtE(16-0) FM 10.420 Q=231.04 0.87 C=120 0.000168 28-2%2 Pf 4.519 83-0 Pe -0.842 111-2% Pv 337 303 -16-1 -14-1% 53.066 56.742 4LtE(16-0), BV(19-0), BFP(-4.500) UG 10.400 Q=231.04 0.87 C=140 0.000127 110-2 Pf 0.028 111-7 Pe 3.407 221-9%z Pv 303 1 -14-134 -22-0 56.742 60.178 E(35-1), 3LtE(25-6), S Route 2 DR 1.049 0=20.03 7.43 C=120 0.130461 25-1134 Pf 4.171 6-0 Pe -1.071 31-11'/2 Pv 102 27 15-0 17-6 q=20.03 K=5.6 12.790 15.890 Spr(-12.790) 3E(2-0) BL 1.610 0=20.03 _ 3.16 C=120 0.016196 6-4, Pf 0.103 Pe -0.000 6-4 Pv 27 37 17-6 17-6 15.890 15.992 BL 1.610 0=40.41 6.37 C=120 0.059347 10-0 Pf 0.593 1 Pe -0.001 10-0 Pv 37 46 17-6 17-6 15.992 16.585 BL 1.610 0=61.12 9.63 C=120 0.127619 10-0, Pf 1.276 Pe -0.001 10-0 Pv 46 58 17-6 17-6 16.585 17.860 BL 1.610 Q=82.54 13.01 C=120 0.222435 27-5Y Pf 9.666 16-0 Pe -0.002 43-5% Pv 58 107 17-6 17-6 17.860 27.525 PO(8-0), C(8-0) CM 4.260 Q=148.61 3.35 C=120 0.005777 11-0 Pf 0.064 Pe 0.004 11-0 Pv 107 105 17-6 17-6 27.525 27.592 Route 3 DR 1.049 0=20.35 7.56 C=120 0.134394 30-0, Pf 5.240 9-0, Pe -2.363 39-0 Pv 103 32 12-034 17-6 q=20.35 K=5.6 13.207 16.085 Spr(-13.207) 2E(2-0), PO(5-0) v Route 4 DR 1.049 0=20.38 7.57 C=120 0.134766 28-11% Pf 5.117 9-0 Pe -2.372 37-11% Pv 104 37 12-034 17-6 q=20.38 K=5.6 13.247 15.992 Spr(-13.247) 2E(2-0), PO(5-0) v Route 5 DR 1.049 0=20.69 7.68 C=120 0.138548 29-1134 Pf 5.399 9-0 Pe -2.372 38-1134 Pv 106 41 12-0 17-6 q=20.69 K=5.6 13.649 16.677 Spr(-13.649) 2E(2-0), P0(5-0) v Route 6 DR 1.049 0=20.72 7.69 C=120 0.138875 28-1134 Pf 5.274 9-0 Pe -2.373 37-11% Pv 109 46 12-0 17-6 q=20.72 K=5.6 13.684 16.585 Spr(-13.684) 2E(2-0), PO(5-0) Route 7 DR 1.049 0=21.38 7.94 C=120 0.147282 29-11'% Pf 5.740 9-0 Pe -2.372 38-11% Pv 110 53 12-0% 17-6 q=21.38 K=5.6 14.582 17.950 Spr(-14.582) 2E(2-0), PO(5-0) v Route 8 DR 1.049 0=21.41 7.95 C=120 0.147627 28-11% Pf 5.606 9-0 Pe -2.364 37-11% Pv 111 58 12-0'/2 17-6 q=21.41 K=5.6 14.619 17.860 Spr(-14.619) 2E(2-0), PO(5-0) (Al _ (7 nn P P rAn Int- iVR AI ItnCPPIAILM). VRA. vr. 9 C nein. innnn .. age igt Hydraulic Analysis ` 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 Route 9 DR 1.049 Q=21.72 8.06 C=120 0.151649 25-11% Pf 4.848 112 15-01/2 q=21.72 K=5.6 15.050 Spr(-15.050) 6-0 Pe -1.071 30 17-6 18.827 3E(2-0) 31-11'/z Pv BL 1.610 Q=21.72 3.42 C=120 0.018827 6-6 Pf 0.122 30 17-6 18.827 Pe 40 17-6 18.949 6-6 Pv BL 1.610 Q=43.72 6.89 C=120 0.068658 10-0 Pf 0.687 40 17-6 18.949 Pe 49 17-6 19.636 10-0 Pv BL 1.610 Q=66.08 10.41 C=120 0.147401 37-5'/z Pf 7.880 49 17-6 19.636 16-Q Pe 108 17-6 27.516 PO(8-0), C(8-0) 53-51/2 Pv CM 4.260 Q=66.08 1.49 C=120 0.001290 10-0 Pf 0.013 108 17-6 27.516 Pe -0.004 107 17-6 27.525 10-0 Pv Route 10 DR 1.049 Q=22.00 8.17 C=120 0.155179 28-11% Pf 5.892 113 12-0% q=22.00 K=5.6 15.429 Spr(-15.429) 9-0 Pe -2.372 40 17-6 18.949 2E(2-0), PO(5-0) 37-11% Pv Route 11 DR 1.049 Q=22.36 8.30 C=120 0.15989528-11% Pf 6.071 114 12-0% q=22.36 K=5.6 15.936 Spr(-15.936) 9-0 Pe -2.372 49 17-6 19.636 2E(2-0), PO(5-0) 37-11'% Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) _ ` C Value Multiplier Actual Inside Diameter 4.87 ( ) Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:33PM Page 5 Hydraulic Analysis Pipe Type Diameter Job Number: KS0407 Report Description: Ordinary Group II Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe 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 Y4° Elbow 22W 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. AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:33PM Page 6 i r I'iydraulic Graph. Job Number: KS0407 Report Description: Ordinary Group II Supply at Node 1 150 135 Static Pressure 140.000 120 105 90 .N a 12- 75 N N N a` 481.04 with hose streams 60 ►31.04 @ 60.178 45 S tem demand curve 30 10900.00 @ 20.000_ 15 IIIIIIIII 111111111 111111111 III I I I I I t 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 0 71002200 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 139.627 @ 481.04 System Demand 231.04 @ 60.178 System Demand (Including Hose Allowance) 481.04 @ 60.178 (hl, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:42PM Page 7 'Flow Diagram (Top View) Job Number: KS0407 Report Description: Ordinary Group II �l ©M.E.P.CAD, Inc. 4 AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:47PM Page 8 2887 FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UM3ESHEET TITLE FA -01 SYSTEM I\FOMATIO\ FA -02 TYPICAL DETAILS - \G A\D MOU\TI\G FA -03 FI ALARM SYSTEM FLOO PLA\ FA -04 SYSTEM CALCULATIO\S (CENEAL), �ISE�, SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION SYMBOL DESCRIPTION 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) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION 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 INITIATI❑N 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 BEING 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 F 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 0.D. .0467 .210 0.D. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. LL 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 PREPGRAMMED WITH DEVICES ADDRESS. 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 PERMISSIBLE 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 BE 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 SAME 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 2 1 3 2 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 ❑D 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 Fa 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 ADDUCT DET CT ROKE AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING Ec FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING gL C FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (CEILING 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 0 STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) Q C 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 B AWP FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) MR MULTI -VOLTAGE CONTROL RELAY • SET -W SIEMENS SET -S17 -WP SIEMENS MR -201 /C 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 VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X EX FIRE ALARM F.B.O. F.B.O. F.B.O. VERIFY TERMINAL CABINET IN FIELD JUNCTI❑N BOX F.B.❑,FSB ❑ N/A VERIFY >, IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N 'A ACCEPTED N/A FURNISHED BY N/A NY A. Vliitho dbmments N/A Copyright TUKWILA FIRE DEPARTMEd7Z Please call: 575-440Z and give this job and exact address for shut, .wn or restoration approval 2006 by Guardian Security Systems, r 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: I ulnLrCJ 1 As Noted In Red N/A NOT APPLICABLE N/A N A j3 Per Tf 'Attached Letter N/A by The Tukwila Fire U.❑,N. UNLESS OTHERWISE NOTED N/A N mese Plans have been reviewed (Prevention Bureau f0IN,b formance with currer4Av standards. Acceptance is sublet to errors and WP WEATHERPROOF DEVICE N/A N omissions In ici t ciu ii authorize viofaftons of adopted Altandaras and oroinahbeel. The responsibility fv11e adequacy of design rests totally with the designer. A Co Fi Cer (CaCC AS BUILT N/A N Addlt+ons, deletions or ievisiuns-to these drawings atter his date will void thislEtaaptanee and will regi}jl'�R resubmittal of revised drawings for subsequent approval. t Co GREEN AS BUILT REMOVE N/A N inal acceptance is si`ej6ct to field test and in tlion by The Tukwila Fire, Prevention Burea I BLUE AS BUILT NOTES TO CAD N/A N ate: d N/PBy. N/A t( Copyright TUKWILA FIRE DEPARTMEd7Z Please call: 575-440Z and give this job and exact address for shut, .wn or restoration approval 2006 by Guardian Security Systems, r 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: I z a DESCRIPTION SHOP DRAWINGS DATE m 0 m 0 2 (CaCC J Z 0 co coo2 J *- a)CC2 2z WO0N. o z z CO 2W _ Lim N 5 =to Q Q cc (05 - OE re:61! NOTICE C00 VS mpleted, signed, Tukwila H re Department Pre-test rt RED ADD ❑R CHANGEificate must be presented o the Inspector prior to mmencement of Acceptance esting of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and rmination of the fisting. PAID -2 2008 Tukwila Fire -- In c. All Rights Reserved uJ (I) (I) SCALE: 1 /8"=1 DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/1 9/08 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 IS❑LATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE {+ FROM XLS CONTROL PANEL OR -�+ -�-I— I PREVIOUS ADDRESSABLE DEVICE` I Y END OF LINE DEVICEC3,6K 1/4W) 1 GROUND SUPERVISED SWITCH O DUCT DETECTOR L❑CATION r 0 0 0 O O HTRI-R OSTATUS LED 0 N.O. 0 COM Co 0 N.G. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL 0 LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE C DEVICE NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES. MAX, - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN, LINE SIZE- OUTLET SAMPLING--\ TUBE INLET SAMPLING-------\ TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE MUSIC 11 -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE {(-) FROM XLS CONTROL PANEL OR (+)- PREVIOUS ADDRESSABLE DEVICE () END OF LINE DEVICE (3.6K 1/4W) SUPERVISED RELAY CONTACTS SWITCH (4,OA @ 125VAC) GROUND (4.0A @ 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 + 10 01 TB1 C 0 0 0 0 123456 HCP TB2 654321 0 0 / ; O O HTRI-D OSTATUS LED co 0 CO 0 NOT USED 1 END OF LINE DEVICE 3.6K 1/4W) 0 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL Lma SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC Tri 0 0 0 T -r 0 0 PAD -3 0 CO INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 24K n + TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE NAC -4 NAC -3 NAC -2 NAC -1 UPERVISED RWITCH NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE + DEVICE LOOP NOT USED REMOTE DEVICE LOOP �.I. 0-_ 0 ro FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY C'S' CABLE) FROM.FACP (VOICE CIRCUIT) ('V' CABLE) 470 OHMS EOL IC INPU 9 9 TEM -1 0 oa zoo • ,o'`-�z cr000 0 11111: 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE NONE (+) O STROBE SPEAKER (+) ( ) � U (+) H STROBE EARTH GROUND --.(+)TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE STROBE) SPEAKER (+) (—) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE________ OR STROBE ONLY FI R O 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 ❑R END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER 11N TEMPERATURE: +32'F (0' C) TO 100' F (38 C) HUMIDITY: 0-9333333% RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DEVICE IS LISTED FOR AIR VOLOCITY APPUCAIIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD. SMOKE DETECTOR BASE fDATA IN (-) > DATA IN (+) > HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE-4E— > EVICEF > (-) DATA OUT > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING HARD LID --- ----SPEAKER SUPPORT BRIDGE 4' SQUARE DEEP BOX N WITH 1-1/2' EXTENSI❑N N CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX —\ CEILING1 FLEX \ MOUNTED ON JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT TO NEXT DEVICE CADDY BAR SMOKE DETECTOR ------ SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING DO \OT 6\1STAILL ADDRESSAB__ INF DEV CES JNTIL PREPROGR,4VV= ATING DI WITH DEVICES ADDRESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved C/3 Oft Ca 0o 0' O CD (1) LL -1- _J J W (1) O W (1) ►f) O 0' O' 00 CV '0 •.0 0 CV X TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: NVI DESCRIPTION SHOP DRAWINGS DATE c 0 0) u) 0D OD -JY- __100 T <0) UJWO ZZ CO 2 WE cc (/)J N D F— .CALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: ,1OB NUMBER: CFA—O2SHEET 171 15 0 o 0 z 75 3RLF3 MER 0 2S,2V 2887 WESTFIELD SOUTHCENTER MAIC SCALE 118':V g C 75 --Tr----i—iii 'A'LAG NO ES. FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE ❑F ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR L❑CATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLATOR 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. FIRE ALARM J—BOX (VERIFY EXACT LOCATION G,C,'S FIRE ALARM CONTRACTOR TO TIE—IN ALL DEVICES TO J—BOX FINAL CONNECTION TO MALL'S FIRE ALARM SYSTEM BY L.L. APR❑VED CONTRACTOR PLA\S NOT APPROVED DO NOT I \STALL ADDR-SSA: LE N HAT DEVICES UN IL PREPROGRAMMED WIT DEVICES ADDRESS. NG Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved z U z 462 z fa 0 CT O z_ (/) Lu I -- W C/) O C/) LL C/) C) to • In N N 0 '0 N J W RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE co 0 0) 0 2CCCCa (0 SCALE: 1 /8"=1 DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: :.10B NUMBER: 1 SHEET FA -03 NORDSTROM 3 LEVELS 1 71. 275s1 IF.'+T.CR$ 924,..5E IAOU^N ti<LC'EK9N:KS 4 LEVELS 250,4Tisf _ _ I reaw CoRIbDC lat 22125 SEPTI'.' IA)PII•E 'IE411 9I(F X011•ER•I(CJ) IAA 1E.. 1FACC n[;a)A P11nr, 5>YA[ CICS FX9' Ln,ER CII-. AN) 11> ✓J. 5 C 11> 5X51 MEI EMI CoA0• 5 yl. `y!' 't1» I 15»1 7. I 1 --- SEARS .:: IIAn11�Y�C ---1 fitztl - 1r, NORTH 2877 WESTFIELD SOUTHCENTER MALL (AI 1(1.12 R:E:A K'E;1-0.1 LIAAC PAriCE--3%.,OF.'aWRCE Kln^, > 2J1.11> ::5F4R1 REO 12 CR . 421.12 sh Ern y LEVE_, 3 LEVELS 275.4Jss1 SCALE 1132'4 C 75 C 30 C 15 C 15 EOL -S1 RISER DIAGRAM SYSTEM CA WESTFIELD SOUTHCENTER Notification Appliance Circuit MALL Detail 1.62 576 2877 2887 FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Date: June 2, 2008 CURRENT TOTAL= CIRCUIT:S1 Current Load: Alarm Current Standby: Alarm: Wire Length Current Load: Standby: Alarm: 64 0 Total Wire Resistance ( R ) 0.86 1 SET -MC @3OCD 98 98 ■ ■Total ■(Total Device Type Qty Amps Total Amps Total Device Type Qty Amps Total Amps Total 0 SET-HMC-C@115CD HFP-11 0 0.0022 0.0022 0.0023 0.49 0 SET-HMC-C@177CD 445 0 AD2-P 1 0.0635 0.0635 0.064 0.064 EOL Voltage ■ (20.4 - E) Main System Board 1 0.03 0.03 0.030 0.030 HTR -R 2 0.009600 0.0096 0.021 0.042 SET -MC @15CD SET -MC @30CD_ 1 0.064 0.098 0.098 0 HTRI-D 0.001600 0.0035 DEVICES=5 ICP -B6._0.005 576 amoiomoomoomoumt Mill 265 19.9054464 SET -MC @75CD 2 0.175 0.350 SET -MC @110CD 0.233 SET HMC-C@115CD 0.318 0.0731 Amps 0.106 Amps SET HMC-C@135CD SET HMC-C@185CD 0.318 0.445 ZR -MC @15CD ZR -MC @30CD 2 0.064 0.098 0.128 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours HCP ! 0.0015 Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours ; 0.03 Amps 0.606 Amps 25% Derating= 2.204 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Alarm Current Load: 0.606 Amps For 5 Minutes= 0.051 Amp -hours Total System Current Load: 2.204 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH 25% Derating= 0.964 Amp -hours Total System Current Load: 0.964 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER MALL Panel: 2887 Wire Resistance 2.58 Date: June 2, 2008 CURRENT TOTAL= 5.4 CIRCUIT: SPEAKER CIRCUIT QTY. Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 3 70.7V1/8 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 m A= 5.4 14 565 20.38425684 5.4 z co) z cc z PO c0 0' 0 C9 z_ cn w w C/) 0 u PO FAX (206) 628-4990 TEL. (206) 622-6545 z 0 w w CO LU J LU�/ LL z LU DESCRIPTION /N V z 0 0 0 V) w a co 0) CCC CC 1 co J T- CO 2 2Z EEO G7 ~ C'3 I` ZZ = N5I- Q wcc O_3 cm 1 - NCC WCC J\ scALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/1 9/08 BACKROUND PLAN PROVIDED BY: �0B NUMBER:54524 SHEET VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved (FA -04 WESTFIELD SOUTHCENTER Notification Appliance Circuit MALL Detail 1.62 576 PROJECT: Panel: 2887 Wire Resistance Date: June 2, 2008 CURRENT TOTAL= 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 1 SET -MC @3OCD 98 98 ■ ■Total ■(Total 2 SET -MC @75CD 175 350 Device Load Cct Load) 0.58 0 SET -MC @110CD 233 0 0 SET-HMC-C@115CD 318 0 Voltage Drop 0.49 0 SET-HMC-C@177CD 445 0 0 SET -HMC @135CD 0 SET -HMC @185CD 318 445 0 0 -_ ■,_■■ EOL Voltage ■ (20.4 - E) 19.91 Z-MC@15CD 64 128 Z-MC@30CD 98 0�_ 0 SET-MC-CW@110CD 233 0 ■ DEVICES=5 TOTAL mA= 576 amoiomoomoomoumt Mill 265 19.9054464 PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER MALL Panel: 2887 Wire Resistance 2.58 Date: June 2, 2008 CURRENT TOTAL= 5.4 CIRCUIT: SPEAKER CIRCUIT QTY. Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 3 70.7V1/8 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 m A= 5.4 14 565 20.38425684 5.4 z co) z cc z PO c0 0' 0 C9 z_ cn w w C/) 0 u PO FAX (206) 628-4990 TEL. (206) 622-6545 z 0 w w CO LU J LU�/ LL z LU DESCRIPTION /N V z 0 0 0 V) w a co 0) CCC CC 1 co J T- CO 2 2Z EEO G7 ~ C'3 I` ZZ = N5I- Q wcc O_3 cm 1 - NCC WCC J\ scALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/1 9/08 BACKROUND PLAN PROVIDED BY: �0B NUMBER:54524 SHEET VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved (FA -04 .TYPICAL FLEXABLE SPRINKLER CONNECTION:: PIPE NIPPLE SPRINKLER BRANCHLINE E FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS Ordinary Group II.0.2Qgpm/ft2 for 945.0Qft2 tb'o. A.l`;F Mum MOUNTING BRACKET —o REDUCING FITTING 2887 SHELL SPACE 1Z."D A4 P General Notes SCALE: NTS rriTh 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 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. SYMBOL LEGEND EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE REVISIONS Remote Area =1 nisi goizi lea 11 Existing Main ZONE T9 g=a 4„?.tk `t- FIRESPRINKLER SYSTEM_ ,_ 1 •II Sprinkler Legend T 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 23 5.6 Pendent %Z' Chrome 155°F F1 FR Semi-Rec APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R5415 6 Total = 29 5.6 Pendent White 155°F G4A Concealed CONT. NO.: KS0407 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/04/08 FLEXHEAD DETAIL NOT TO SCALE FIG. S08 SWIVEL SWAY BRACE FITTING 3B' KWIK BOLT (2 IW EMBED LENGTH) FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LATERAL UNE RESTRAINTS Nr,N THREADED BRACE PIPE F10.4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT. FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT Ikaso NON -THREADED BRACE PIPE 318• MIK BOLT (21/4" EMBED LENGTH) BRACE PIPE _LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Remote Area 2887 SHELL SPACE xCALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007, OCCUPANCY crass ORD HAZARD Il MAX. COVERAGE per HEAD 130 Ft` DENSITY .20 GPM / FN for 945.0 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: 231.04 GPM © 56.74 PSI At time of Design 0" CLG. = 37.00% AREA REDUCTION Hanger No. 07C HILTI Kwik Bolt III / HILTI Kwik Bolt 11 Drilled Anchor i 'C (. / 7 Cut Rod Lgth Rounded to Nearest Inch Rod Coupling AU Thread —.1— Rod IConcrete Construction Swivel Ring Pipe Bottom of Concrete to Center Line of Pipe Note on Plan • Note on Plan: Hanger Number and Dimension s HANGER DETAIL NOT TO SCALE 0 Without Comments As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tukwila Fir Prevention Bureau for conformance with current city standards. Acceptance is sub1ec.t to errors and omissions which do not authorize violations of adopt standaras and orclnances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings a this date will void this acceptance and will require a resubmittal of revised drawings for subsequent appr w IFinal acceptance is subject to field test and inspectic The Tukwila//Fire Prevention Bureau. Date: (7%/2/0 8 By: 5 VICINITY MAP DETA. NOT -TO SCALE Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF136QF :a ova 1UKWILA FIRE. DEPAk3 xtr�cr`ui1 Please call: 575.4407, and give this job I No. ©� C3 i(o and exact address for shut. z,wn a?4O L apl:rove- Weld stamps must be inspected before pipe is hung. Do not paint piping m prior to hydrostatic test approval,. r;v E2 WESTERN STATES FIRE PROTECTION COMPANY -OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEGASIMINNEAPOLIS / PHOENIX !POR TLAND/RAPID CITY/ST. PAUL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Vanilla Shells 2887 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM CONTRACTOR: SHEET FP -1 OF 1 2003 9 LIkVAla Fire 1171/ General Notes VICINITY MAP (Suite#2887) SCALE: NTS 2887 •;HELL SPACE 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 ft' 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 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. EAST RISER DETAIL ►, HYDRAULIC REFERENCE ONLY NOT TO SCALE CG 28 Remote Area (JF1- czt 12'-0"A.F.F Ordinary Group II.0.20gpm/ft2 for 945.00ft2 . - �;r-•- -7- tl 9� ��. , , I o?'i4F , / '`C)' • ' a ,11 .4111111/1111111 , ' , i„1 i 1 1 1 IP 01 . WW1 "111111411111/ 11110111P 7 �•ok . I1111111 01111111 11111 , 1• 16 et ■ ,. ill l iUliR Mil r __ li _ __,,I t. =, .... ® =II.Y". ® -_'- 1:21 . L los 1 ,0 107 , 108 i 111i01111111111 y :.t.' ,♦` SO w, 1:.��fi" I's -O OHO 00 0 1 + z�' •OII ll Q ,cO illllln o . ' a ' ' 8'-0"A.F.F ' r (-28 i FIRE SPRINKLER SYSTEM 15'-0"A.F.F 12'-0"A.F.F G Existing Main ZONE T9 8'-0"A.F.F � 1 3�5— Ss — 1 — go 1/8"=1'-0" TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER _ BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID • ?IPF... SPRINKLER HEAD CEILING TILE FLEXIIEAD DETAIL NOT TO SCALE 3/9' KWIK BOLT (2 114' EMBED LENGTH) /// FIG.909 SWIVEL SWAY - BRACE FITTING 3.113' KWIK BOLT - (21/4' EMBED LENGTH) FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT BRACE PIPE FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT BRACE PIPE LINE PIPE LATERAL UNE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE ULATERAL BRANCHLINE RESTRAINT j a, fl NON•THREADED BRACE PIPE LATERAL BRANCHLIKE RESTRAINT NOT TO SCALE Remote Area 2$87 SHELL SPACE CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD 11 MAX. COVERAGE per HEAD 130 DENSITY .20 GPM / Ft' for 945.0 SPRINKLER Reliable F1 FR Semi -Re ORIFICE 1/2" K. 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM Ft' Ft' AT BASE OF RISER, SYSTEM REQUIRES: 231.04 GPM © 56.74 PSI • At time of Design 12'- 0" CLG. = 37.00% AREA REDUCTION Hanger No. 07C HILTI Kwik Bolt III i i HILTI Kwik Bolt II \ - 1, / / i Drilled Anchor / _\ Cut Rod Lgth Rounded to Nearest Inch Rod Coupling —� All Thread Rod Swivel Ring 1111 0 1 Pipe 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 Adam Kantner a 0 Swinerton Builders lY 0 1- 0. z O 0 SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE �– 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL R3615 23 5.6 Pendent Chrome 155°F F1 FR Semi-Rec APPROVAL: City of Tukwila R5415 6 5.6 Pendent White 155°F G4A Concealed CONT. NO.: KS0407 Total = 29 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 ALBUQUERQUE /AUSTIN/ DALLAS/ DECATUR /DENVER/ DULUTH /HOUSTON/ KANSAS CITY LAS VEGAS/MINNEAPOLIS /PHOENIX/PORTLAND /RAPID CITY/ST. PAUL /SALT LAKE CITY ISEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Vanilla Shells Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM .M"&.7 SHEET FP -1 OF 1 q� U 2887 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-269 08-S-316 08-S-310 0 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: Vanilla Shell 2887 Southcenter Mall 08-S310 June 11, 2008 Steve Kohler Fire Inspector/Plan Review (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 % 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. All references are NFPA 13, 2007 Edition. Hydraulic Summary Job Job Number: KS0407 Report Description: Ordinary Group 11 Job Number KS0407 Design Engineer Adam Kanter Job Name Vanilla Shells 2887 State Certification/License Number WESTESF136QF Address 1 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City State Zip Code Tukwila Wa 98188 Drawing Name FP -1-2887. cad System • Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.755 Occupancy Ordinary Group 11 Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 945.00ft2 (Actual 960.17ft2) Additional Hose Supplies Node Flow(gpm) Number Of Spnnklers Calculated 11 Coverage Per Sprinkler 100.00ft2 e'! (( _ ♦i. - /!i «cii+ „, F;a-`J' a Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 231.04 481.04 Maximum Pressure Unbalance In Loops 0.000`x' Maximum Velocity Above Ground 13.01 between nodes 107 and 58 ; N.a NI Pqtroesk Maximum Velocity Under Ground 0.87 between nodes 1 and 303ret Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2742.80gal 1.35ft3 Supplies Hose Flow , Static Residual Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.627 481.04 60.178 79.449 Q"ontractor Contractor Number KS0407 Contact Name Adam Kantner Contact Title Project Manager Contractor Name Western States Fire Protection Phone 425.881.0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 E-mail City State Zip Code Redmond WA 98052 Web -Site ALS, ©M.E.P.CAD, Inc. 4 AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:23PM Page 1 fY9 Summary Of Outflowing Devices Job Number: KS0407 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor Pressure (K) (psi) Sprinkler 101 20.00 20. 12 755 Sprinkler 102 20.03 • 20.00 5.6 12.790 Sprinkler 112 21.72 20.00 5.6 15.050 Sprinkler 103 20.35 20.00 5.6 13.207 Sprinkler 104 20.38 20.00 5.6 13.247 Sprinkler 113 22.00 20.005.6 15.429 Sprinkler 106 20.69 20.00 5.6 13.649 Sprinkler 109 20.72 20.00 5.6 13.684 Sprinkler 114 22.36 20.00 5.6 15.936 Sprinkler 110 21.38 20.00 5.6 14.582 Sprinkler 111 21.41 20.00 5.6 14.619 cs Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:27PM Page 2 Job Number: KS0407 Report Description: Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 24 17-6 EJ2-0J 15.980 27 17-6 E(2-0) 15.890 30 17-6 E(2-0) 18.827 32 17-6 PO(5-0) 16.085 37 17-6 PO(5-0) 15.992 40 17-6 PO(5-0) 18.949 41 17-6 PO(5-0) 16.677 46 17-6 PO(5-0) 16.585 49 17-6 PO(5-0) 19.636 53 17-6 PO(5-0) 17.950 58 17-6 PO(5-0) 17.860 105 17-6 4P0(8-0), 40(8-0) 27.592 107 17-6 4P0(8-0), 4C(8-0) 27.525 108 17-6 4P0(8-0), 40(8-0) 27.516 215 -16-1 P0(26-4) 53.042 303 -14-1% BFP(-4.500) 56.742 337 -16-1 LtE(16-0) 53.066 101 15-0 Spr(-12.755) 12.755 20.00 102 15-0 Spr(-12.790) 12.790 ' 20.03 112 15-0'% Spr(-15.050) 15.050 21.72 103 12-0'% Spr(-13.207) 13.207 20.35 104 12-0% Spr(-13.247) 13.247 20.38 ' 113 12-0% Spr(-15.429) 15.429 22.00 106 12-0 Spr(-13.649) _ 13.649 20.69 109 12-0 Sp!3.684) 13.684 20.72 114 12-0% Spr(-15.936) 15.936 22.36 110 12-0% Spr(-14.582) 14.582 , 21.38 111 12-0% Spr(-14.619) 14.619 ' 21.41 1 -22-0 S ! 60.178 1 231.04 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:30PM Page 3 _Hydraulic Analysis Job Number: KS0407 Report Description: Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length Downstream Upstream Elevation Discharge K -Factor Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 27-0 Pf 4.296 6-0 Pe -1.071 33-0 Pv 101 24 15-0 17-6 q=20.00 K=5.6 12.755 15.980 Spr(-12.755) 3E(2-0) BL 1.610 0=20.00 3.15 C=120 0.016155 6-6 Pf 0.105 Pe 6-6 Pv 24 32 17-6 17-6 15.980 16.085 BL 1.610 Q=40.35 6.36 C=120 0.059190 10-0 Pf 0.592 Pe 10-0 Pv 32 41 17-6 17-6 16.085 16.677 BL 1.610 0=61.04 9.62 C=120 0.127293 10-0 Pf 1.273 Pe 10-0 Pv 41 53 17-6 17-6 16.677 17.950 BL 1.610 Q=82.42 12.99 C=120 0.221880 27-5%z Pf 9.642 16-0 Pe 43-5'% Pv 53 105 17-6 17-6 17.950 27.592 PO(8-0), C(8-0) CM 4.260 0=231.04 5.20 C=120 0.013069 426-7 Pf 10.895 177-6 Pe 14.556 604-1 Pv 105 215 17-6 -16-1 27.592 53.042 2cplg(-1.500), 2P0(26-4), E(13-2), 6fE(8-11'/2), BV(15-9%2), 2Ee2(5-3), CV(28-11'/2), GV(2-7%) FM 8.329 Q=231.04 1.36 C=120 0.000499 14-534 Pf 0.023 32-0 Pe 0.000 46-5%Pv 215 337 -16-1 -16-1 53.042 53.066 fE(16-0), LtE(16-0) FM 10.420 Q=231.04 0.87 C=120 0.000168 28-2%2 Pf 4.519 83-0 Pe -0.842 111-2% Pv 337 303 -16-1 -14-1% 53.066 56.742 4LtE(16-0), BV(19-0), BFP(-4.500) UG 10.400 Q=231.04 0.87 C=140 0.000127 110-2 Pf 0.028 111-7 Pe 3.407 221-9%z Pv 303 1 -14-134 -22-0 56.742 60.178 E(35-1), 3LtE(25-6), S Route 2 DR 1.049 0=20.03 7.43 C=120 0.130461 25-1134 Pf 4.171 6-0 Pe -1.071 31-11'/2 Pv 102 27 15-0 17-6 q=20.03 K=5.6 12.790 15.890 Spr(-12.790) 3E(2-0) BL 1.610 0=20.03 _ 3.16 C=120 0.016196 6-4, Pf 0.103 Pe -0.000 6-4 Pv 27 37 17-6 17-6 15.890 15.992 BL 1.610 0=40.41 6.37 C=120 0.059347 10-0 Pf 0.593 1 Pe -0.001 10-0 Pv 37 46 17-6 17-6 15.992 16.585 BL 1.610 0=61.12 9.63 C=120 0.127619 10-0, Pf 1.276 Pe -0.001 10-0 Pv 46 58 17-6 17-6 16.585 17.860 BL 1.610 Q=82.54 13.01 C=120 0.222435 27-5Y Pf 9.666 16-0 Pe -0.002 43-5% Pv 58 107 17-6 17-6 17.860 27.525 PO(8-0), C(8-0) CM 4.260 Q=148.61 3.35 C=120 0.005777 11-0 Pf 0.064 Pe 0.004 11-0 Pv 107 105 17-6 17-6 27.525 27.592 Route 3 DR 1.049 0=20.35 7.56 C=120 0.134394 30-0, Pf 5.240 9-0, Pe -2.363 39-0 Pv 103 32 12-034 17-6 q=20.35 K=5.6 13.207 16.085 Spr(-13.207) 2E(2-0), PO(5-0) v Route 4 DR 1.049 0=20.38 7.57 C=120 0.134766 28-11% Pf 5.117 9-0 Pe -2.372 37-11% Pv 104 37 12-034 17-6 q=20.38 K=5.6 13.247 15.992 Spr(-13.247) 2E(2-0), PO(5-0) v Route 5 DR 1.049 0=20.69 7.68 C=120 0.138548 29-1134 Pf 5.399 9-0 Pe -2.372 38-1134 Pv 106 41 12-0 17-6 q=20.69 K=5.6 13.649 16.677 Spr(-13.649) 2E(2-0), P0(5-0) v Route 6 DR 1.049 0=20.72 7.69 C=120 0.138875 28-1134 Pf 5.274 9-0 Pe -2.373 37-11% Pv 109 46 12-0 17-6 q=20.72 K=5.6 13.684 16.585 Spr(-13.684) 2E(2-0), PO(5-0) Route 7 DR 1.049 0=21.38 7.94 C=120 0.147282 29-11'% Pf 5.740 9-0 Pe -2.372 38-11% Pv 110 53 12-0% 17-6 q=21.38 K=5.6 14.582 17.950 Spr(-14.582) 2E(2-0), PO(5-0) v Route 8 DR 1.049 0=21.41 7.95 C=120 0.147627 28-11% Pf 5.606 9-0 Pe -2.364 37-11% Pv 111 58 12-0'/2 17-6 q=21.41 K=5.6 14.619 17.860 Spr(-14.619) 2E(2-0), PO(5-0) (Al _ (7 nn P P rAn Int- iVR AI ItnCPPIAILM). VRA. vr. 9 C nein. innnn .. age igt Hydraulic Analysis ` 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 Route 9 DR 1.049 Q=21.72 8.06 C=120 0.151649 25-11% Pf 4.848 112 15-01/2 q=21.72 K=5.6 15.050 Spr(-15.050) 6-0 Pe -1.071 30 17-6 18.827 3E(2-0) 31-11'/z Pv BL 1.610 Q=21.72 3.42 C=120 0.018827 6-6 Pf 0.122 30 17-6 18.827 Pe 40 17-6 18.949 6-6 Pv BL 1.610 Q=43.72 6.89 C=120 0.068658 10-0 Pf 0.687 40 17-6 18.949 Pe 49 17-6 19.636 10-0 Pv BL 1.610 Q=66.08 10.41 C=120 0.147401 37-5'/z Pf 7.880 49 17-6 19.636 16-Q Pe 108 17-6 27.516 PO(8-0), C(8-0) 53-51/2 Pv CM 4.260 Q=66.08 1.49 C=120 0.001290 10-0 Pf 0.013 108 17-6 27.516 Pe -0.004 107 17-6 27.525 10-0 Pv Route 10 DR 1.049 Q=22.00 8.17 C=120 0.155179 28-11% Pf 5.892 113 12-0% q=22.00 K=5.6 15.429 Spr(-15.429) 9-0 Pe -2.372 40 17-6 18.949 2E(2-0), PO(5-0) 37-11% Pv Route 11 DR 1.049 Q=22.36 8.30 C=120 0.15989528-11% Pf 6.071 114 12-0% q=22.36 K=5.6 15.936 Spr(-15.936) 9-0 Pe -2.372 49 17-6 19.636 2E(2-0), PO(5-0) 37-11'% Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) _ ` C Value Multiplier Actual Inside Diameter 4.87 ( ) Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:33PM Page 5 Hydraulic Analysis Pipe Type Diameter Job Number: KS0407 Report Description: Ordinary Group II Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe 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 Y4° Elbow 22W 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. AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:33PM Page 6 i r I'iydraulic Graph. Job Number: KS0407 Report Description: Ordinary Group II Supply at Node 1 150 135 Static Pressure 140.000 120 105 90 .N a 12- 75 N N N a` 481.04 with hose streams 60 ►31.04 @ 60.178 45 S tem demand curve 30 10900.00 @ 20.000_ 15 IIIIIIIII 111111111 111111111 III I I I I I t 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 0 71002200 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 139.627 @ 481.04 System Demand 231.04 @ 60.178 System Demand (Including Hose Allowance) 481.04 @ 60.178 (hl, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:42PM Page 7 'Flow Diagram (Top View) Job Number: KS0407 Report Description: Ordinary Group II �l ©M.E.P.CAD, Inc. 4 AutoSPRINK® VR5 v5.2.6 06/04/2008 3:06:47PM Page 8 2887 FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UM3ESHEET TITLE FA -01 SYSTEM I\FOMATIO\ FA -02 TYPICAL DETAILS - \G A\D MOU\TI\G FA -03 FI ALARM SYSTEM FLOO PLA\ FA -04 SYSTEM CALCULATIO\S (CENEAL), �ISE�, SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION SYMBOL DESCRIPTION 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) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION 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 INITIATI❑N 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 BEING 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 F 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 0.D. .0467 .210 0.D. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. LL 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 PREPGRAMMED WITH DEVICES ADDRESS. 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 PERMISSIBLE 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 BE 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 SAME 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 2 1 3 2 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 ❑D 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 Fa 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 ADDUCT DET CT ROKE AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING Ec FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING gL C FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (CEILING 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 0 STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) Q C 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 B AWP FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) MR MULTI -VOLTAGE CONTROL RELAY • SET -W SIEMENS SET -S17 -WP SIEMENS MR -201 /C 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 VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X EX FIRE ALARM F.B.O. F.B.O. F.B.O. VERIFY TERMINAL CABINET IN FIELD JUNCTI❑N BOX F.B.❑,FSB ❑ N/A VERIFY >, IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N 'A ACCEPTED N/A FURNISHED BY N/A NY A. Vliitho dbmments N/A Copyright TUKWILA FIRE DEPARTMEd7Z Please call: 575-440Z and give this job and exact address for shut, .wn or restoration approval 2006 by Guardian Security Systems, r 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: I ulnLrCJ 1 As Noted In Red N/A NOT APPLICABLE N/A N A j3 Per Tf 'Attached Letter N/A by The Tukwila Fire U.❑,N. UNLESS OTHERWISE NOTED N/A N mese Plans have been reviewed (Prevention Bureau f0IN,b formance with currer4Av standards. Acceptance is sublet to errors and WP WEATHERPROOF DEVICE N/A N omissions In ici t ciu ii authorize viofaftons of adopted Altandaras and oroinahbeel. The responsibility fv11e adequacy of design rests totally with the designer. A Co Fi Cer (CaCC AS BUILT N/A N Addlt+ons, deletions or ievisiuns-to these drawings atter his date will void thislEtaaptanee and will regi}jl'�R resubmittal of revised drawings for subsequent approval. t Co GREEN AS BUILT REMOVE N/A N inal acceptance is si`ej6ct to field test and in tlion by The Tukwila Fire, Prevention Burea I BLUE AS BUILT NOTES TO CAD N/A N ate: d N/PBy. N/A t( Copyright TUKWILA FIRE DEPARTMEd7Z Please call: 575-440Z and give this job and exact address for shut, .wn or restoration approval 2006 by Guardian Security Systems, r 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: I z a DESCRIPTION SHOP DRAWINGS DATE m 0 m 0 2 (CaCC J Z 0 co coo2 J *- a)CC2 2z WO0N. o z z CO 2W _ Lim N 5 =to Q Q cc (05 - OE re:61! NOTICE C00 VS mpleted, signed, Tukwila H re Department Pre-test rt RED ADD ❑R CHANGEificate must be presented o the Inspector prior to mmencement of Acceptance esting of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and rmination of the fisting. PAID -2 2008 Tukwila Fire -- In c. All Rights Reserved uJ (I) (I) SCALE: 1 /8"=1 DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/1 9/08 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 IS❑LATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE {+ FROM XLS CONTROL PANEL OR -�+ -�-I— I PREVIOUS ADDRESSABLE DEVICE` I Y END OF LINE DEVICEC3,6K 1/4W) 1 GROUND SUPERVISED SWITCH O DUCT DETECTOR L❑CATION r 0 0 0 O O HTRI-R OSTATUS LED 0 N.O. 0 COM Co 0 N.G. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL 0 LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE C DEVICE NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES. MAX, - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN, LINE SIZE- OUTLET SAMPLING--\ TUBE INLET SAMPLING-------\ TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE MUSIC 11 -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE {(-) FROM XLS CONTROL PANEL OR (+)- PREVIOUS ADDRESSABLE DEVICE () END OF LINE DEVICE (3.6K 1/4W) SUPERVISED RELAY CONTACTS SWITCH (4,OA @ 125VAC) GROUND (4.0A @ 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 + 10 01 TB1 C 0 0 0 0 123456 HCP TB2 654321 0 0 / ; O O HTRI-D OSTATUS LED co 0 CO 0 NOT USED 1 END OF LINE DEVICE 3.6K 1/4W) 0 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL Lma SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC Tri 0 0 0 T -r 0 0 PAD -3 0 CO INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 24K n + TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE NAC -4 NAC -3 NAC -2 NAC -1 UPERVISED RWITCH NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE + DEVICE LOOP NOT USED REMOTE DEVICE LOOP �.I. 0-_ 0 ro FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY C'S' CABLE) FROM.FACP (VOICE CIRCUIT) ('V' CABLE) 470 OHMS EOL IC INPU 9 9 TEM -1 0 oa zoo • ,o'`-�z cr000 0 11111: 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE NONE (+) O STROBE SPEAKER (+) ( ) � U (+) H STROBE EARTH GROUND --.(+)TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE STROBE) SPEAKER (+) (—) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE________ OR STROBE ONLY FI R O 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 ❑R END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER 11N TEMPERATURE: +32'F (0' C) TO 100' F (38 C) HUMIDITY: 0-9333333% RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DEVICE IS LISTED FOR AIR VOLOCITY APPUCAIIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD. SMOKE DETECTOR BASE fDATA IN (-) > DATA IN (+) > HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE-4E— > EVICEF > (-) DATA OUT > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING HARD LID --- ----SPEAKER SUPPORT BRIDGE 4' SQUARE DEEP BOX N WITH 1-1/2' EXTENSI❑N N CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX —\ CEILING1 FLEX \ MOUNTED ON JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT TO NEXT DEVICE CADDY BAR SMOKE DETECTOR ------ SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING DO \OT 6\1STAILL ADDRESSAB__ INF DEV CES JNTIL PREPROGR,4VV= ATING DI WITH DEVICES ADDRESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved C/3 Oft Ca 0o 0' O CD (1) LL -1- _J J W (1) O W (1) ►f) O 0' O' 00 CV '0 •.0 0 CV X TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: NVI DESCRIPTION SHOP DRAWINGS DATE c 0 0) u) 0D OD -JY- __100 T <0) UJWO ZZ CO 2 WE cc (/)J N D F— .CALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: ,1OB NUMBER: CFA—O2SHEET 171 15 0 o 0 z 75 3RLF3 MER 0 2S,2V 2887 WESTFIELD SOUTHCENTER MAIC SCALE 118':V g C 75 --Tr----i—iii 'A'LAG NO ES. FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE ❑F ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR L❑CATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLATOR 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. FIRE ALARM J—BOX (VERIFY EXACT LOCATION G,C,'S FIRE ALARM CONTRACTOR TO TIE—IN ALL DEVICES TO J—BOX FINAL CONNECTION TO MALL'S FIRE ALARM SYSTEM BY L.L. APR❑VED CONTRACTOR PLA\S NOT APPROVED DO NOT I \STALL ADDR-SSA: LE N HAT DEVICES UN IL PREPROGRAMMED WIT DEVICES ADDRESS. NG Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved z U z 462 z fa 0 CT O z_ (/) Lu I -- W C/) O C/) LL C/) C) to • In N N 0 '0 N J W RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE co 0 0) 0 2CCCCa (0 SCALE: 1 /8"=1 DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: :.10B NUMBER: 1 SHEET FA -03 NORDSTROM 3 LEVELS 1 71. 275s1 IF.'+T.CR$ 924,..5E IAOU^N ti<LC'EK9N:KS 4 LEVELS 250,4Tisf _ _ I reaw CoRIbDC lat 22125 SEPTI'.' IA)PII•E 'IE411 9I(F X011•ER•I(CJ) IAA 1E.. 1FACC n[;a)A P11nr, 5>YA[ CICS FX9' Ln,ER CII-. AN) 11> ✓J. 5 C 11> 5X51 MEI EMI CoA0• 5 yl. `y!' 't1» I 15»1 7. I 1 --- SEARS .:: IIAn11�Y�C ---1 fitztl - 1r, NORTH 2877 WESTFIELD SOUTHCENTER MALL (AI 1(1.12 R:E:A K'E;1-0.1 LIAAC PAriCE--3%.,OF.'aWRCE Kln^, > 2J1.11> ::5F4R1 REO 12 CR . 421.12 sh Ern y LEVE_, 3 LEVELS 275.4Jss1 SCALE 1132'4 C 75 C 30 C 15 C 15 EOL -S1 RISER DIAGRAM SYSTEM CA WESTFIELD SOUTHCENTER Notification Appliance Circuit MALL Detail 1.62 576 2877 2887 FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Date: June 2, 2008 CURRENT TOTAL= CIRCUIT:S1 Current Load: Alarm Current Standby: Alarm: Wire Length Current Load: Standby: Alarm: 64 0 Total Wire Resistance ( R ) 0.86 1 SET -MC @3OCD 98 98 ■ ■Total ■(Total Device Type Qty Amps Total Amps Total Device Type Qty Amps Total Amps Total 0 SET-HMC-C@115CD HFP-11 0 0.0022 0.0022 0.0023 0.49 0 SET-HMC-C@177CD 445 0 AD2-P 1 0.0635 0.0635 0.064 0.064 EOL Voltage ■ (20.4 - E) Main System Board 1 0.03 0.03 0.030 0.030 HTR -R 2 0.009600 0.0096 0.021 0.042 SET -MC @15CD SET -MC @30CD_ 1 0.064 0.098 0.098 0 HTRI-D 0.001600 0.0035 DEVICES=5 ICP -B6._0.005 576 amoiomoomoomoumt Mill 265 19.9054464 SET -MC @75CD 2 0.175 0.350 SET -MC @110CD 0.233 SET HMC-C@115CD 0.318 0.0731 Amps 0.106 Amps SET HMC-C@135CD SET HMC-C@185CD 0.318 0.445 ZR -MC @15CD ZR -MC @30CD 2 0.064 0.098 0.128 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours HCP ! 0.0015 Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours ; 0.03 Amps 0.606 Amps 25% Derating= 2.204 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Alarm Current Load: 0.606 Amps For 5 Minutes= 0.051 Amp -hours Total System Current Load: 2.204 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH 25% Derating= 0.964 Amp -hours Total System Current Load: 0.964 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER MALL Panel: 2887 Wire Resistance 2.58 Date: June 2, 2008 CURRENT TOTAL= 5.4 CIRCUIT: SPEAKER CIRCUIT QTY. Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 3 70.7V1/8 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 m A= 5.4 14 565 20.38425684 5.4 z co) z cc z PO c0 0' 0 C9 z_ cn w w C/) 0 u PO FAX (206) 628-4990 TEL. (206) 622-6545 z 0 w w CO LU J LU�/ LL z LU DESCRIPTION /N V z 0 0 0 V) w a co 0) CCC CC 1 co J T- CO 2 2Z EEO G7 ~ C'3 I` ZZ = N5I- Q wcc O_3 cm 1 - NCC WCC J\ scALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/1 9/08 BACKROUND PLAN PROVIDED BY: �0B NUMBER:54524 SHEET VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved (FA -04 WESTFIELD SOUTHCENTER Notification Appliance Circuit MALL Detail 1.62 576 PROJECT: Panel: 2887 Wire Resistance Date: June 2, 2008 CURRENT TOTAL= 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 1 SET -MC @3OCD 98 98 ■ ■Total ■(Total 2 SET -MC @75CD 175 350 Device Load Cct Load) 0.58 0 SET -MC @110CD 233 0 0 SET-HMC-C@115CD 318 0 Voltage Drop 0.49 0 SET-HMC-C@177CD 445 0 0 SET -HMC @135CD 0 SET -HMC @185CD 318 445 0 0 -_ ■,_■■ EOL Voltage ■ (20.4 - E) 19.91 Z-MC@15CD 64 128 Z-MC@30CD 98 0�_ 0 SET-MC-CW@110CD 233 0 ■ DEVICES=5 TOTAL mA= 576 amoiomoomoomoumt Mill 265 19.9054464 PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER MALL Panel: 2887 Wire Resistance 2.58 Date: June 2, 2008 CURRENT TOTAL= 5.4 CIRCUIT: SPEAKER CIRCUIT QTY. Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 3 70.7V1/8 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 m A= 5.4 14 565 20.38425684 5.4 z co) z cc z PO c0 0' 0 C9 z_ cn w w C/) 0 u PO FAX (206) 628-4990 TEL. (206) 622-6545 z 0 w w CO LU J LU�/ LL z LU DESCRIPTION /N V z 0 0 0 V) w a co 0) CCC CC 1 co J T- CO 2 2Z EEO G7 ~ C'3 I` ZZ = N5I- Q wcc O_3 cm 1 - NCC WCC J\ scALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/1 9/08 BACKROUND PLAN PROVIDED BY: �0B NUMBER:54524 SHEET VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved (FA -04 .TYPICAL FLEXABLE SPRINKLER CONNECTION:: PIPE NIPPLE SPRINKLER BRANCHLINE E FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS Ordinary Group II.0.2Qgpm/ft2 for 945.0Qft2 tb'o. A.l`;F Mum MOUNTING BRACKET —o REDUCING FITTING 2887 SHELL SPACE 1Z."D A4 P General Notes SCALE: NTS rriTh 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 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. SYMBOL LEGEND EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE REVISIONS Remote Area =1 nisi goizi lea 11 Existing Main ZONE T9 g=a 4„?.tk `t- FIRESPRINKLER SYSTEM_ ,_ 1 •II Sprinkler Legend T 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 23 5.6 Pendent %Z' Chrome 155°F F1 FR Semi-Rec APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R5415 6 Total = 29 5.6 Pendent White 155°F G4A Concealed CONT. NO.: KS0407 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/04/08 FLEXHEAD DETAIL NOT TO SCALE FIG. S08 SWIVEL SWAY BRACE FITTING 3B' KWIK BOLT (2 IW EMBED LENGTH) FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LATERAL UNE RESTRAINTS Nr,N THREADED BRACE PIPE F10.4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT. FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT Ikaso NON -THREADED BRACE PIPE 318• MIK BOLT (21/4" EMBED LENGTH) BRACE PIPE _LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Remote Area 2887 SHELL SPACE xCALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007, OCCUPANCY crass ORD HAZARD Il MAX. COVERAGE per HEAD 130 Ft` DENSITY .20 GPM / FN for 945.0 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: 231.04 GPM © 56.74 PSI At time of Design 0" CLG. = 37.00% AREA REDUCTION Hanger No. 07C HILTI Kwik Bolt III / HILTI Kwik Bolt 11 Drilled Anchor i 'C (. / 7 Cut Rod Lgth Rounded to Nearest Inch Rod Coupling AU Thread —.1— Rod IConcrete Construction Swivel Ring Pipe Bottom of Concrete to Center Line of Pipe Note on Plan • Note on Plan: Hanger Number and Dimension s HANGER DETAIL NOT TO SCALE 0 Without Comments As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tukwila Fir Prevention Bureau for conformance with current city standards. Acceptance is sub1ec.t to errors and omissions which do not authorize violations of adopt standaras and orclnances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings a this date will void this acceptance and will require a resubmittal of revised drawings for subsequent appr w IFinal acceptance is subject to field test and inspectic The Tukwila//Fire Prevention Bureau. Date: (7%/2/0 8 By: 5 VICINITY MAP DETA. NOT -TO SCALE Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF136QF :a ova 1UKWILA FIRE. DEPAk3 xtr�cr`ui1 Please call: 575.4407, and give this job I No. ©� C3 i(o and exact address for shut. z,wn a?4O L apl:rove- Weld stamps must be inspected before pipe is hung. Do not paint piping m prior to hydrostatic test approval,. r;v E2 WESTERN STATES FIRE PROTECTION COMPANY -OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEGASIMINNEAPOLIS / PHOENIX !POR TLAND/RAPID CITY/ST. PAUL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Vanilla Shells 2887 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM CONTRACTOR: SHEET FP -1 OF 1 2003 9 LIkVAla Fire 1171/ General Notes VICINITY MAP (Suite#2887) SCALE: NTS 2887 •;HELL SPACE 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 ft' 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 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. EAST RISER DETAIL ►, HYDRAULIC REFERENCE ONLY NOT TO SCALE CG 28 Remote Area (JF1- czt 12'-0"A.F.F Ordinary Group II.0.20gpm/ft2 for 945.00ft2 . - �;r-•- -7- tl 9� ��. , , I o?'i4F , / '`C)' • ' a ,11 .4111111/1111111 , ' , i„1 i 1 1 1 IP 01 . WW1 "111111411111/ 11110111P 7 �•ok . I1111111 01111111 11111 , 1• 16 et ■ ,. ill l iUliR Mil r __ li _ __,,I t. =, .... ® =II.Y". ® -_'- 1:21 . L los 1 ,0 107 , 108 i 111i01111111111 y :.t.' ,♦` SO w, 1:.��fi" I's -O OHO 00 0 1 + z�' •OII ll Q ,cO illllln o . ' a ' ' 8'-0"A.F.F ' r (-28 i FIRE SPRINKLER SYSTEM 15'-0"A.F.F 12'-0"A.F.F G Existing Main ZONE T9 8'-0"A.F.F � 1 3�5— Ss — 1 — go 1/8"=1'-0" TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER _ BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID • ?IPF... SPRINKLER HEAD CEILING TILE FLEXIIEAD DETAIL NOT TO SCALE 3/9' KWIK BOLT (2 114' EMBED LENGTH) /// FIG.909 SWIVEL SWAY - BRACE FITTING 3.113' KWIK BOLT - (21/4' EMBED LENGTH) FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT BRACE PIPE FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT BRACE PIPE LINE PIPE LATERAL UNE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE ULATERAL BRANCHLINE RESTRAINT j a, fl NON•THREADED BRACE PIPE LATERAL BRANCHLIKE RESTRAINT NOT TO SCALE Remote Area 2$87 SHELL SPACE CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD 11 MAX. COVERAGE per HEAD 130 DENSITY .20 GPM / Ft' for 945.0 SPRINKLER Reliable F1 FR Semi -Re ORIFICE 1/2" K. 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM Ft' Ft' AT BASE OF RISER, SYSTEM REQUIRES: 231.04 GPM © 56.74 PSI • At time of Design 12'- 0" CLG. = 37.00% AREA REDUCTION Hanger No. 07C HILTI Kwik Bolt III i i HILTI Kwik Bolt II \ - 1, / / i Drilled Anchor / _\ Cut Rod Lgth Rounded to Nearest Inch Rod Coupling —� All Thread Rod Swivel Ring 1111 0 1 Pipe 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 Adam Kantner a 0 Swinerton Builders lY 0 1- 0. z O 0 SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE �– 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL R3615 23 5.6 Pendent Chrome 155°F F1 FR Semi-Rec APPROVAL: City of Tukwila R5415 6 5.6 Pendent White 155°F G4A Concealed CONT. NO.: KS0407 Total = 29 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 ALBUQUERQUE /AUSTIN/ DALLAS/ DECATUR /DENVER/ DULUTH /HOUSTON/ KANSAS CITY LAS VEGAS/MINNEAPOLIS /PHOENIX/PORTLAND /RAPID CITY/ST. PAUL /SALT LAKE CITY ISEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Vanilla Shells Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM .M"&.7 SHEET FP -1 OF 1 q� U