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HomeMy WebLinkAboutPP - 1006 SOUTHCENTER MALL - LOVE CULTURE - PERMITS AND PLANS1006 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-198 08-S-191 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Love Culture 1006 Southcenter Mall Permit No.: 08-S-191 Date: May 14, 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 1/2 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. ZIJ fl £fl6IflRIflG / (ode Consulting 12 May 2008 Adam Kantner Westem States Fire Protection 7102 -180th Ave NE, Suite A-105 Redmond, WA 98052 RE: Westfield Mall — Love Culture (Suites #1006) Independent Third Party Review — Fire Sprinkler System Dear Adam: Tuazon Engineering, PLLC 4322 NE r Street Renton, WA 98059 425.917.1683 tel 425.917.1705 fax www.tuazon.com As requested, I have performed an Independent Third Party Plan Review on the fire sprinkler system for the above referenced project. The sprinkler system shown is part of Zones T3 fed from the West Riser Room. The following was reviewed: • Fire Sprinkler Drawings — Sheet FP1 • Hydraulic Calculations dated 4/30/08 The documents were reviewed for compliance with the 2007 NFPA 13, Installation of Sprinkler Systems and Tukwila Municipal Code Chapter 16.42, Sprinkler Systems. I have found the fire sprinkler design to be acceptable subject to the following comments: 1. Include a note on the 4 -inch main indicating the direction of feed and that it is part of Zone T3. 2. Include a note on the riser detail identifying the Zone T3 riser. 3. Delete the second water supply ("node 2") in the hydraulic calculations as it is not part of the hydraulic analysis. 4. Provide Washington State fire sprinkler certificate of competency stamp on the drawing and calculations. 5. Include applicable product data with the permit submittal to the City of Tukwila. A resubmittal to Tuazon Enaineerina is not required provided the above are resolved to the satisfaction of Tukwila Fire Department. The comments made above do not relieve the contractor from compliance with requirements of contract drawings, specifications, or codes. Tuazon Engineering, has performed a detailed review of the submittal for general conformance with the standards referenced. Please contact me at 425-917-1683 or eric(a).tuazon.com with any questions regarding this review. Respectfully, TUAZON ENGINEERING PLLC e --- AIL Eric P. Tuazon, PE Fire Protection Engineer C,21:0332 -mat, Hydraulic Summary Job Number: KS0328 Report Description: Ordinary Group II Job Job Number KS0328 Design Engineer Adam Kanter Job Name LOVE CULTURE State Certification/License Number WESTESF136QF Address 1 1006 Southcentner Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City State Zip Code Tukwila Wa 98188 Drawing Name FP-1.cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 26.00 at 21.556 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density Area of Application 0.20gpm/ft2 1082.00ft2 (Actual 1091.56ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated Coverage Per Sprinkler 12 130.00ft2 �(I = it, `I ii f_ 'A b' Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 358.92 608.92 i) (r r` i�.\ ► at.7.111� f Mom Pressure Unbalance In Loops 0.000 ‘ Maximum Velocity Above Ground 31.07 between nodes 149 and 191 Maximum Velocity Under Ground 1.36 between nodes 1 and 401 sa Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2043.84ga1 1.22ft3 Supplies . Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.423 608.92 94.919• 44.504 Contractor Contractor Number KS0328 Contact Name Contact Title Adam Kantner Project Manager Contractor Name Western States Fire Protection Phone Extension 425.881.0100 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 -Ste ,, ©M.E.P.CAD, Inc. i� AutoSPRINK® VR5 v5.2.6 05/14/2008 9:33:03AM Page 1 Summary Of Outflowing Devices Device Actual Flow (gPm) Minimum Flow (gpm) Job Number: KS0328 Report Description: Ordinary Group II K -Factor Pressure (K) (psi) Sprinkler Sprinkler Sprinkler Sprinkler 110 112 106 111 32.10 34.61 29.60 32.81 26.00 5.6 32.851 26.00 26.00 Sprinkler Sprinkler Sprinkler Sprinkler 26.00 105 28.74 26.00 109 31.73 26.00 104 27.56 26.00 102 26.44 26.00 Sprinkler 5.6 38.194 5.6 27.945 5.6 34.332 5.6 26.337 5.6 32.111 5.6 24.213 5.6 22.294 107 31.22 26.00 b Sprinkler Sprinkler 5.6 31.072 101 26.00 26.00 5.6 21.556 108 31.42 26.00 Sprinkler 103 26.69 26.00 a> Most Demanding Sprinkler Data 5.6 31.488 5.6 22.722 �, ©M.E.P.CAD, Inc. ! AutoSPRINK® VR5 v5.2.6 05/14/2008 9:33:15AM Page 2 iNode Analysis Job Number: KS0328 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 149 15-0 2P0(8-0) 63.491 151 15-0 2P0(8-0) 63.342 191 15-0 P0(5-0) 43.085 194 15-0 P0(5-0) 49.183 226 15-0 P0(5-0) 36.672 209 15-0 P0(5-0) 44.232 250 15-0 P0(5-0) 34.024 224 15-0 P0(5-0) 15-0 P0(5-0) 41.382 31.163 259 235 15-0 P0(5-0) 29.262 238 15-0 P0(5-0) 40.047 28.292 308 15-0 P0(5-0) 270 15-0 E(2-0) 39.680 293 15-0 E(2-0) 28.202 276 15-0 fEE(3-5) 73.352 73.129 277 16-1 fEE(3-5) 279 14-0 fE(6-9%) 75.548 280 16-1 fE(6-9%1 74.182 401 3-10% BFP(-4.500) 91.448 426 1-11 P0(37-81/2) 87.727 430 14-0 fE(10-0) 82.102 441 1-11 LtE(16-0) 87.749 110 13-7 Spr(-32.851) 32.851 32.10 112 13-7 Spr(-38.194) 38.194 34.61 106 13-7 Spr27.945) 27.945 29.60 111 13-7 SpA-34.332) 34.332 32.81 105 10-0 Spr(-26.337) 26.337 28.74 109 13-7 Spr(-32.111) 32.111 31.73 104 102 10-0% Spr- 24.213) 24.213 27.56 13-7 Spr(-22.294) 22.294 26.44 107 13-7 Spr(-31.072) 31.072 31.22 101 13-7 Spr(-21.556) 21.556 26.00 108 13-7 Spr(-31.488) 31.488 31.42 103 13-7 Sir(-22.722) 22.722 94.919 26.69 1 -4-0 S 358.92 (A,©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/14/2008 9:33:19AM Page 3 ©M.E.P.CAD, Inc. 1I AutoSPRINK® VR5 v5.2.6 05/14/2008 9:33:22AM Page 4 Hydraulic Analysis Job Number: KS0328 Report Description: Ordinary Group 11 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length ai Route 1 DR 1.049 Q=26.00 9.65 C=120 0.211435 27-8% Pf 7.338 101 13-7 q=26.00 K=5.6 21.556 Spr(-21.556) 7-0 Pe -0.602 308 15-0 28.292 E(2-0), PO(5-0) 34-8% Pv BL 1.610 0=52.69 8.30 C=120 0.096977 10-0 Pf 0.970 308 15-0 28.292 Pe 235 15-0 29.262 10-0 Pv BL 1.610 Q=79.14 12.47 C=120 0.205776 9-3 Pf 1.901 235 15-0 29.262 Pe 259 15-0 31.163 9-3 Pv BL 1.610 0=106.69 16.81 C=120 0.357639 8-0 Pf 2.861 259 15-0 31.163 Pe 250 15-0 34.024 8-0 Pv BL 1.610 0=135.43 21.34 C=120 0.556009 4-9 Pf 2.648 250 15-0 34.024 Pe 226 15-0 36.672 4-9 Pv BL 1.610 0=165.03 26.01 C=120 0.801523 8-0 Pf 6.412 226 15-0 36.672 Pe 191 15-0 43.085 8-0 Pv BL 1.610 Q=197.13 31.07 C=120 1.113531 10-4 Pf 20.407 191 15-0 43.085 8-0 Pe 149 15-0 63.491 P0(8-0) 18-4 Pv CM 4.260 0=358.92 8.08 C=120 0.029524 184-11% Pf 9.861 149 15-0 63.491 47-5 Pe 276 15-0 73.352 2cplg(-1.500), 4Ee2(5-3), P0(26-4) 232-4% Pv RN 4.260 0=358.92 8.08 C=120 0.029524 1-6% Pf 0.247 276 15-0 73.352 fEE(3-5) 6-10 Pe -0.470 277 16-1 73.129 fEE(3-5) 8-41/2 Pv CM 4.260 0=358.92 8.08 C=120 0.029524 35-8 Pf 1.053 277 16-1 73.129 Pe -0.000 280 16-1 74.182 35-8 Pv RN 4.260 0=358.92 8.08 C=120 0.029524 2-1 Pf 0.463 280 16-1 74.182 fE(6-9'/2) 13-7 Pe 0.903 279 14-0 75.548 fE(6-9%) 15-8 Pv CM 4.260 Q=358.92 8.08 C=120 0.029524 205-2 Pf 6.554 279 14-0 75.548 16-9% Pe 0.000 430 14-0 82.102 fE(6-9%), fE(10-0) 221-11'% Pv FM 6.357 0=358.92 3.63 C=120 0.004203 11-11/2 Pf 0.390 430 14-0 82.102 81-8'/2 Pe 5.235 426 1-11 87.727 CV(40-3), GV(3-91/2), PO(37-8%) 92-10 Pv FM 8.329 0=358.92 2.11 C=120 0.001.12.8 3-7 Pf 0.022 426 1-11 87.727 16-0 Pe -0.000 441 1-11 87.749 LtE(16-0) 19-7 Pv FM 10.420 0=358.92 1.35 C=120 0.000379 26-5% Pf 4.541 441 1-11 87.74983-0 Pe -0.842 401 3-1014 91.448 4LtE(16-0), BV(19-0), BFP(-4.500) 109-5'/2 Pv UG 10.400 0=358.92 1.36 C=140 0.000287 109-2 Pf 0.063 401 3-10'/z 91.448 111-7 Pe 3.407 1 -4-0 94.919 E(35-1), 3LtE(25-6), S 220-9%Pv v Route 2 DR 1.049 0=26.44 9.82 C=120 0.218120 27-81/2 Pf 7.570 102 13-7 q=26.44 K=5.6 22.294 Spr(-22.294) 7-0 Pe -0.602 235 15-0 29.262 E(2-0), PO(5-0) 34-814 Pv ai Route 3 DR 1.049 0=26.69 9.91 C=120 0.221994 23-41/2 Pf 6.081 103 13-7 q=26.69 K=5.6 22.722 Spr(-22.722) 4-0 Pe -0.602 293 15-0 28.202 2E(2-0) 27-4% Pv BL 1.610 0=26.69 4.21 C=120 0.027560 3-314 Pf 0.091 293 15-0 28.202 Pe 308 15-0 28.292 3-3'/z Pv imi Route 4 DR 1.049 0=27.56 10.23 C=120 0.235430 31-8 Pf 9.105 104 10-014 q=27.56 K=5.6 24.213 Spr(-24.213) 7-0 Pe -2.155 259 15-0 31.163 E(2-0), P0(5-0) 38-8 Pv a. Route 5 DR 1.049 0=28.74 10.67 C=120 0.254477 31-8 Pf 9.842 105 10-0 q=28.74 K=5.6 26.337 Spr(-26.337) 7-0 Pe -2.155 250 15-0 34.024 E(2-0), P0(5-0) 38-8 Pv 4 Route 6 DR 1.049 _ 0=29.60 10.99 C=120 0.268813 27-814 Pf 9.329 106 13-7 q=29.60 K=5.6 27.945 Spr(-27.945) 7-0 Pe -0.602 226 15-0 36.672 E(2-0), P0(5-0) 34-81/2 Pv Gil Route 7 ©M.E.P.CAD, Inc. 1I AutoSPRINK® VR5 v5.2.6 05/14/2008 9:33:22AM Page 4 Hydraulic Analysis Job Number: KS0328 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 0=31.22 11.59 C=120 0.296528 25-3% Pf 9.576 107 13-7 q=31.22 K=5.6 31.072 Spr(-31.072) 7-0 Pe -0.602 238 15-0 40.047 E(2-0), PO(5-0) 32-3'% Pv BL 1.610 0=62.64 9.87 C=120 0.133530 10-0 Pf 1.335 238 • 15-0 40.047 Pe 224 15-0 41.382 10-0 Pv BL 1.610 0=94.37 14.87 C=120 0.2850.22 10-0 Pf 2.850 224 15-0 41.382 Pe 209 15-0 44.232 10-0 Pv BL 1.610 0=127.19 20.04 C=120 0.495016 10-0 Pf 4.950 209 15-0 44.232 Pe 194 15-0 49.183 10-0 Pv BL 1.610 Q=161.79 25.50 _ C=120 0.772664 10-4 Pf 14.160 194 15-0 49.183 8-0 Pe 151 15-0 63.342 P0(8-0) 18-4 Pv CM 4.260 0=161.79 3.64 C=120 0.006761 22-0 Pf 0.149 151 15-0 63.342 Pe 149 15-0 63.491 22-0 Pv Route 8 DR 1.049 Q=31.42 11.67 C=120 0.300196 25-3% Pf 8.794 108 13-7 q=31.42 K=5.6 31.488 Spr(-31.488) 4-0 Pe -0.602 270 15-0 39.680 2E(2-0) 29-3% Pv BL 1.610 0=31.42 4.95 C=120 0.037268 9-10 Pf 0.366 270 15-0 39.680 Pe 238 15-0 40.047 9-10 Pv v Route 9 DR 1.049 0=31.73 11.78 C=120 0.305692 25-3'/z Pf 9.872 109 13-7 q=31.73 K=5.6 32.111 Spr(-32.111) 7-0 Pe -0.602 224 15-0 41.382 E(2-0), PO(5-0) 32-3% Pv GI Route 10 DR 1.049 0=32.10 11.92 C=120 0.312200 27-8% Pf 10.835 _ 110 13-7 q=32.10 K=5.6 32.851 Spr(-32.851) 7-0 Pe -0.602 191 15-0 43.085 E(2-0), PO(5-0) 34-8'/z Pv a. Route 11 DR 1.049 0=32.81 12.18 C=120 0.325195 25-3% Pf 10.502 111 13-7 q=32.81 K=5.6 34.332 Spr(-34.332) 7-0 Pe -0.602 209 15-0 44.232 E(2-0), PO(5-0) 32-3% Pv 0. Route 12 DR 1.049 0=34.61 12.85 C=120 0.358894 25-3'/z Pf 11.590 112 13-7 q=34.61 K=5.6 38.194 Spr(-38.194) 7-0 Pe -0.602 194 15-0 49.183 E(2-0), PO(5-0) 32-3'/z Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Actual Inside Diameter \487 = Factor Schedule 40 Steel Pipe Inside Diameter l J ( ©M.E.P.CAD, Inc. rjAutoSPRINK® VR5 v5.2.6 05/14/2008 9:33:22AM Page 5 119 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Job Number: KS0328 Report Description: Ordinary Group II Velocity HWC Discharge K -Factor Pt Pn Friction Loss Length Pressure Fittings 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 De1V 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 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 dk, © M.E.P.CAD, Inc. 11AutoSPRINK® VR5 v5.2.6 05/14/2008 9:33:22AM Page 6 Hydraulic Graph 1 Job Number: KS0328 Report Description: Ordinary Group II Supply at Node 1 150 Static Pressure 140.000 135 120 105 X608.92 —358.92 with hose @ 94.919 streams 90 .N a 75 N N ID a` 60 :System demand curve 45 30 10900.00 @ 20.0001 15 ii - 7111.111111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 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 111111 I 11 111111111 0 01002200 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 139.423 @ 608.92 System Demand 358.92 @ 94.919 System Demand (Including Hose Allowance) 608.92 @ 94.919 y ©M.E.P.CAD, Inc. fiAutoSPRINK® VR5 v5.2.6 05/14/2008 9:33:33AM Page 7 111 Flow Diagram (Top View) Job Number: KS0328 Report Description: Ordinary Group II ©M.E.P.CAD, Inc. gl�AutoSPRINK® VR5 v5.2.6 05/14/2008 9:33:37AM Page 8 GUARDIAN SECURITY Customer L I E E LOVE CULTURE 2654 SOUTHCENTER r 'QWILA, WA 54478 Project LOVE COLTURE Project # 54527 AAII) PfiOPERT Y PROTECTION Vendor Guardian Security Systems Inc 1743 1st Ave. South Seattle, WA 98134 Phone #: (206)622-6545 Fax #: (206)628-4990 Type of Equipment FIRE ALARM List of Materials Date: May 12, 2008 Item Qty. Manuf. 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 1 119) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) 40) 41) 42) 43) 44) 45) 46) 47) f \ 48) 49) 50) Siemens Siemens Siemens Siemens Siemens Siemens Model Description Unit Pri Total Price PAD -3 AD2-P HTRI-R SET-MC-CW,W SET-HMC-C,W ZR-MC-CW,W Power Supply for Strobes with Standby** Photoelectric Duct Detector housing w/Sample Tubes, Remote TSM -1 Supervised Addressable Output Relay Module Combination Speaker/Strobe Combination Speaker/Strobe Interior Visual Strobe Annunciator SHEET INDEX SYMBOLS LEGEND SHEET \UV.3ER SHEET TITLE SYSTEM I\FO vATIO\ TYPICAL DETAILS - \G A\D VOU\TI\G FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLEi,i DEVICES ADDRESS. NITIATING DEVICES UNTIL PREPGRAMMED WITH QUANTITY SYMBOL : DESCRIPTION MODEL FIDE A,LAM SYSTEM FLOOD i PLA\ SYSTEM CALC U LATI O \ S GE\ERAL), .ISER, SITE PLA\ 0 0 Without Comments As Noted in Red Per The Attached Letter these plans hay.n r€.•' ;;d by The Tukwila Fire Prevention BorF...r.1 c :'.„ 1;;:.'.;;e 1,.;;r1 currcnt city standards. Accpian,-. s. w;.i'.i ::i to c rrers and omissions b`.:h;�ttl 00 1':.... di:than v'r.;!0tions of sdo - pied stanaaras and r1 s, onsibi-:ity for the adequacy o. t:;i +, ;:-::ts totally ',r'lltl trir= designer. Additions, d:: lei ons or < <.. i.;l: 11;. h. were drawings atter this date will void trii.s,occtep(«nce r,d viii require a resubmittal of revised drawings for subsequent approval. Final acceptzlnce is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. Date: S� I 51-r0(1) By: 51( IUIKWILA FIRE DEPARTMENT Please call: 575.4402 and give this job No. OS P1 Ci .5 and exact address for shut* luwn or restoration approval; NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. 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 . 1#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 4#14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR 1114 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X L❑W LEVEL AUDIO TWISTED PAIR W/ SHIELD 1416 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA • TWISTED PAIR RATED 1#18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18, FPL/FPLR RED (JACKET) M DDDR HOLDER POWER TWO #16. FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWD #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART . NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 0.0. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 TWO CONDUCTOR 300V #18 AWG ,. FPL ,TW CABLE. .156 0.D. .0191' CONDUIT. FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE . MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH' ' 2" 1.34 SQUARE INCH . FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE •TAKEN FROM N.E.C., CHP. 9, .TABLE 4. NUMBERS ADJACENT TO DEVICE .,,` DEVICE 01-1-02 WOULD BE THE BOL DENOTE DEVICE CIRCUIT/ADDRESS CQ .D DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUITI OLARITY SHALL BE OBSERVED. jilt i � ,` 3. AUDIBLE/VISUAL CIRCUIT WIRING;t;I' SU?ERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRIG CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL,; CODE(S), AND/OR AUTHORITY' HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E.C,'(N DUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS:;;!;;; ABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENC RBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOON gD, I. DIRECT AIR STREAK OF AIR SUPPLY OUT;, iTS. ;PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN . WI RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR ,COD CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUT„,' E IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL.; TURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURP,O$ES:' ITRU,CTIONS: REFER TO CATALOG CUT I -MOTIONS. g. FOR ADDITIONAL INSTALLATION SHEETS AND/OR INSTALLATION, 10. THE 120vac POWER ELECTRICAL., MUST COMPLY WITH ARTICLE 721 SPECIFICALLY SECTION 1-5.2.5.241,1 SOURCES. 120vac POWER SHALL'I,I DIRECT SUPERVISION OF FIRE .AL 11. ALL HORN/STROBE AND STROBE OF 80" A.F.F. OR 6" BELOW DRC 12. ALL MANUAL PULL STATIONS S ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCO RK' .;SUPPLYING FIRE ALARM SYSTEM PANELS ND':760 OF NFPA 70, N.E.C. AND NFPA 72, N REFERENCE TO DEDICATED BRANCH POWER T; BE APPLIED TO FIRE ALARM PANEL WITHOUT TECHNICIAN. EVI.CES SHALL BE MOUNTED AT A HEIGHT 'EDY;CEILING, WHICHEVER IS LESS. L B,,E v10UNTED AT 48" A.E.E. TO THE TS 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 0,0 ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED VI, 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 CONTINUOUSPROM: FACP TO FIRST DEVICE ON• A CIRCUIT AND THEN FROM DEVICE TO DEtYI,CE :WITHOUT. SPLICING' IN PULL BOXES OR OTHER BACK BOXES OF DIFFERNT CIRCUITS. i; 17: ALL WIRING 'SHALL BE •METERED,I VERIFIED TO BE. CONTINUOUS, 'FREE OF GROUND., AND FREE OF SHORTS BETWEENI,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 DERES4UNCTIONi BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR •SrALL'CLEAN•''ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE. OF THEFIRE!; ';ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR' I\fSTALLATION: 20. DETECTORS 'MUST BE RATED F0 ;TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. ;•11`;i'P 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 OUTGO.ING ;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 RUIN .THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCL (SURE, OR RACEWAY. 23.I,'I NFPA 72 2007 A.6.4.2.2.2 A. GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN ,j101HE :OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED T, it HELP ENSURE PROTECTION OF THE CABLES. FROM PHYSICAL DAMAGE :I1 THRECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSIC L;.DAMAGE' IS 305 MM (1 FT) WHERE THE CABLE, IS INSTALLED VERTIC_LY AND 1:22 M (4 FT) WHERE THE CABLE` IS INSTALLED SHIELDED WIRE TO BE GROUNDED AT P❑INT DF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END 3 1 EX FRCP FARA BPS. FIRE ALARM ';[ CONTROL PANEL FIDE ALARM !REMOTE EiMOTE ANNUNCIATOR , I REMOTE BOOSTER POWER SUPPLY • • INTLERFACE MODULE WITH RELAY XLS-V SDD-C PAD -3 MANUFACTURER BACKBOX SIEMENS SIEMENS SIEMENS HTRI-R SIEMENS PROVIDED PROVIDED PROVIDED 4S DEEP MOUNTING HEIGHT 66" A.F.F. TO TOP 66" A.F.F. TO TOP 66" A.F.F. TO TOP VERIFY IN FIELD NAL 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 LINEAR BEAM ly{OKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD 1 d. 1I0KE DETECTOR (ADDRESSABLE -PHOTO) HFP-11 W/ SIEMENS DB -11 BASE, 4S DEEP W/ 1G RING CEILING Di11CT SMOKE DETECTOR 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 FRE ALARM S .EAKER STROBE ( EILING MOUNT) FIRE ALARM Sf?.EAKER STROBE (WALL MOUNT) FOE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW, SIEMENS SET -MC -W SIEMENS SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX W/ 1-1/2" EXT. 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. • TO BOTTOM CEILING 11POE E ALARM ;!ii STROBE j; (CEILING MOUNT) 4CE T FIRE ALARM (WALL MOUNT) ZR -MC -CW !; SIEMENS 4S BOX W/ 1G RING CEILING 7R -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. FIRE ALARM SPEAKER (CEILING MOUNT) FIRE ALARM SPEAKER (WALL MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING IN/ 1-1/2" EXT. SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM FIRE ALARM [ b STROBE WP (WEATHERPROOF) MR MULTI -VOLTAGE CONTROL RELAY SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. JUNCTION BOX A.F.F :ABOVE FINISHED FLL❑❑R F.B.D. F.B.D. N/A N/A F.B.O. N/A N/A VERIFY IN FIELD VERIFY IN FIELD N/A F.B.❑ FURNISHED BY OTHERS N/A N/A N/A N/A N/A'. NbT APPLICABLE I; N/A N/A N/A N/A U.O.N UULESS OTHERWISE 1 NOTED N/A N/A N/A N/A WP I DEVICE RPR❑❑F N/A ' N/A N/A N/A RED(';.; ASS; BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS.,'BUILT REMOVE N/A N/A N/A N/A BLUE] AS BUILT NOTES TO CAD N/A N/A N/A N/A :I MAY 13'208 Tukwila'IF re TEL. (206) 622-6545 RELEASE/REVISIONS m uJ z DESCRIPTION SHOP DRAWINGS uJ 0 CO 0 10 aa< co W � CCw fro �z J(13zz Div_ Q W `C - 0 F- \%. r ALE: - TALE: 1/8"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/05/08 BACKROUND PLAN ; PROVIDED BY: %OB NUMBER:54527 } ht 2006 b Guardian Security Systems, Inc. All Rights. • Reserved 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 PREVI❑US ADDRESSABLE DEVIC END OF LINE DEVICE(3,6K 1/4W) SUPERVISED SWITCH O DUCT DETECTOR L❑CATI❑N 0 GROUND --4151 O O HTRI-R STATUS LED N.O. O COM CO O N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. O TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL !ABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE[ DEVICE TO NEXT ADDRESSABLE( - DEVICE NOTE 11 VOLTAGE MAX, - CURRENT MAX.- C❑NT, RES, MAX.- MAX, CABLE LENGTH- C (LINE TO LINE) C (LINE TO SHIELD) - MAX, LINE SIZE-- MIN. IZE=MIN. LINE SIZE- OUTLET SAMPLING \ TUBE INLET SAMPLING TUBE rT LEAST $IX DUCT !WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE MUSIC L} -AC POWER SOURCE COMBINE ALL SHIELDS AND IS❑LATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE «�.. END ❑F; LINE DEVICE; (3.6K 1/4\'), .!! O (+).; RELAY CONTACTS (410A @ 125VAC) (4,0A @ 30VDC) 27 VDC 3.5 roA DURING POLLING 10 OHMS 200 FT, (18 AVG) 0,02uF 0.04uF 14 AWG 18 AWG NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC, TO GUARANTEE DETECTION, 1001 TB1 000 123456 HCP TB2 00 f (I� 654321 0 TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE i, 4 .: % SUPERVISED SWITCH GROUND, NOTE: O 0 O O HTRI-D OSTATUS LED .11 NOT USD O t FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED 6 - REMOTE �+„� DEVICE LOOP �+,, NOT USED REMOTE DEVICE LOOP 0 0 0 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> ENDj OF LINE DEVICE 3,6Ki'1/4W), O \`--1SUPERVISED SWITCH FOR ADDITIONAL :SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL EL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC ' Ellt1 ti 1 `71 - PAD -3 PAD -3 0 00 O ••'INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX .1+11+. 1 2+ 2- 2 NC C NO + - +, - + - .+ - + - 0 24K NAC -4 2 NAC -3 NAC -2 NAC -1 470 OHMS 4YI► EOL TSM -1 0 Q 0O .4-m000 f F1721217.5-?' CC-_- CO • TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL EARTH GROUND ...(+) TO NEXT„ DEVICE [OR > (-) STOP IK !LAST DEVICE FROM REMOTE POWER SUPPLY CS' CABLE) FROM FACP , (VOICE CIRCUIT) C'V' CABLE) SCALE NONE (STR❑BE) SPEAKER +1') �. ( TR❑BE-) � 'u (STR❑BE) SPEAKER (+) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE---- ..... � OR STROBE ONLY R E O 4S DEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) TO NEXT DEVICE OR END IpF LINE TO NEXT DEVICE OR END : OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER 11N TEMPERATU E: +32'F (0'C) TO 100' F 311 C) HUMIDITY: 00-9333333% 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 TO NEXT DEVICE <--- > ( ) DATA OUT 1 HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID �. CEILING HARD LID SPEAKER SUPPORT -':-YLE BRIDGE C3 w CC 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS 4' SQUARE DEEP BOX iWITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE 00 o ° oo REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE .. co 0 in 9- <'<<<< CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT JUNCTI❑N BOX --- MOUNTED ON \ CEILING FLEX \ T O O / / / / SMOKE DETECTOR O O T❑ NEXT DEVICE CADDY BAR SPEAKER/STROBE ---- SUSPENDED ILLUMINATED CEILIN WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE SMOKE DETECTOR MOUNTING SCALE=NONE �CALE: 1/8"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/05/08 BACKROUND PLAN PROVIDED BY: \LOB NUMBER:54527 SHEET ,Copyright 2006 by Guardian Security Systems, Inc. All Rights .ReserVdH; 1{ FA -02 j ,:rflf\:t:,:_:r/l�?t\`,:_:�1.•.f.Y_`C?t��wf/fYX\ 2S,2V S,2V: OS,2V`�, u 2S,2V 8rc D,I 2I .ES AREA 2S,2V—c> 7 0 z �1. 2S,2V z.//X�\�:rlYdX ti\�:r/ S . tr_/_•.r•X `-.f iSXX c s..r..� • SALES AREA \ �\ LOVE CULTURE WESTFIELD SOUTHCENTER MALL SCALE 118':V 135 • i AG 1\® ES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR LOCATION 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 CONTRL 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. Copyright 2006 b Guardian Securit S stems, Inc. All R. hts Reserved z O w W N a W W IC 5 CD LU CC { DESCRIPTION SHOP DRAWINGS E ,� DATE 15 0 EOL-S1 NV" 18.10V i'. n N . i 15 <<a« o-2S,2V P' r1j in;AU'- ' 2S,2V—o 4. ... ►_ FITTING ROOM`' :; W ,i 1 r,; :7/T I (E 11f, TED I � t:ORRII-!OR iii R 2S, V—o ij 1 r u 2S,2V 8rc D,I 2I .ES AREA 2S,2V—c> 7 0 z �1. 2S,2V z.//X�\�:rlYdX ti\�:r/ S . tr_/_•.r•X `-.f iSXX c s..r..� • SALES AREA \ �\ LOVE CULTURE WESTFIELD SOUTHCENTER MALL SCALE 118':V 135 • i AG 1\® ES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR LOCATION 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 CONTRL 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. Copyright 2006 b Guardian Securit S stems, Inc. All R. hts Reserved z O w W N a W W IC 5 CD LU CC z Q DESCRIPTION SHOP DRAWINGS E DATE 0 0 N o <<a« J co zz 1 Q CiJ Q W Q D> (C/3� a o D (I) GALE: 1/8" =1 'i DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/05/08 BACKROUND PLAN PROVIDED BY: `JOB NUMBER:54527 Is SiPP 11:1:711, tI 11 .); 11, rj. • 1,r-1 k.,. TRAJ J E•1 E. 1:: A R. As _J a.: CD • LL el LL 1.1 J 11 NORTH 1.J _J EEE CID J\j 111 !!! M ft SH FR -17 10 GU TI ND Ei C) X 1.1 Id S r • LLI E H A WA I I (3,01:-,D GNI S JEIWE L. E R S '/1P3. El ELL) ; BASKIN ER 000:1 N S r C . -7) (f) H 1J T c B klK !ir I 11 LOVE CULTURE WESTFIELD SOUTHCENTER MALL SCALE 11374 2S,2V 2S,2V 2S,2V 2S,2V 2S,2V 2S,2V 2S,2V 2S,2V C 135 75 75 15 C 135 15 15 15 75 2S,2V-c, 160 0. lwl 011 43 a 11 11 CHOCO- ATE A R -I K I TS CAMERA 0 T -i E I-1 00n MA TERI\ FL7'1E.R•qiNfl AG0D A DS BPEOS IN THE C TY TRASH 11 I FA 4- DX FACP EOL -S1 A\1\1\1s EX RISER DIAGRAM 1 • 1210 UJ (.) 1-7 ry 11215 CL -r- 11 .. I CurrentLoad:,, ;1111.1 Devicelype Main SYStern,Board SYSTEM CALCULATIONS LOVE CULTURE SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Qty 1 Amps 0.03 Standby: Total 0.03 Amps SET-MC01,50p SET -MC. @30CD SET -MC, @75CD SET -MC @110CD SET-HMC-C@115CD 2 3 0.030 0.064 0.098 SET-HMC7C135CD ttT-HM-C@185CD 2 ZR-MCi'1015CD ZR-mcd3ocp HCP 2 Alarm: Total 0.030 0.175 0.233 0.318 0.318 0.445 0.064 0.128 0.525 I '1 Current Load: PI II, Device Type HFP-11 AD2-P HTFTR HTI417D Qty 2 3 LOVE CULTRUE FACP ADD ONS Standby: Amps 0.0022 0.0635 0.009600 0.001600 0.005 Total 0.0022 0.0635 0.0096 Amps 0.0023 0.064 0.021 0.0035 Alarm: Total 0.128 0.063 0.128 0.0731 Amps 0.191 Amps 0.098 0.0015 Stapdby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours •11 0.03 Amps 0.811 Amps Alarm Current Load: 0.191 Amps For 5 Minutes= 0.016 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours , • 1.•,1 1, ' • 25% Derating= 2.213 Amp -hours Alarm COrrent Load: 0.811 Amps For 5 Minutes= 0.068 Amp -hours 25% Derating= 0.985 Amp -hours Total System Current Load. 2.213 Amp -hours Total System Current Load: Battery Pair to be Used: 12VDC Amp -hours 0.985 7AH Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZIN CALCULATION VOLTAGEDROPCALCULATION •• , 1 ; • 1.1 P ,r. • 1 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: Z -tt • Notification Appliance Circuit Detail - . PROJECT: WESTFIELD SOUTHCENTER MALL i,,?.' ' .,., . , Panel: LOVE CULTURE • •,; Wilv Reistance 1.62 Date: • May 9,2008 CURRENT TOTAL= 1417 I- < • . CIRCUIT: S1 2 < <<<< QTY Device Type Alarm Current Alarm Total Wre Size VVire Length Voltage at EOL Circuit Total 2 SET -MC @15CD 64 128 ••Total Wire Resistance (R) 1:62 SET -MC @30CD 98 o ( WL * 2 ) * (R/ft) • 3 SET -MC @75CD 175 525 Total Device Load, Amps (I) 1.42 O : . SET -MC @110CD 233 • 0 • (Total Cct Load) 0 SETHMCC@115CD 318 o Voltage Drop ( E ) 2.30 0 SET-HMC-C@177CD • 445 •, 0 (E= I * R) 2 SET -HMC @1350D • 318 .636 . EOL Voltage • 18.10 • 0 .• SET -HMC @185CD: . •445 .0 • • (20.4 - E) 2 • ZMC@15CD ' : . 64 • 128 • 0 Z-MC@30CD •• 98 0 • 0 SET-MC-CW@110CD 233 0 • 1417 DEVICES= 9 ' TOTAL m A= • 1417 12 500 •18.104461 WESTFIELD SOUTHCENTER Notification Appliance Circuit MALL Detail PROJECT Panel: LOVE CULTURE .. ,• . ..,i: Wire Resistance. 2.66 , :: • • ' • . , • .. • : • • ,.., • Date: • • • May 9, 2008 •• ••CURRENT TOTAL= 460.6 r...,•• • CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total • Wire Size Wire Length ; Voltage at EOL Circuit Total 7 • 70.7V1/8 1.8 12.6 •Total Wire Resistance(R ) 3.61 0 o o ( WL* 2 )* (Rift) 0 0 0 •Total Device Load, Amps (I) 0.01 o o o ••(Total Cct Load) 0-.o5 0 0 Voltage Drop ( E) 0 •0 0 ••(E= I* R) • 0 0 • 0 EOL Voltage 20.35 0 ,11ilL 'a' :, (20.4 - E) .... .. •.. ..._.... , __...,. ... 0 o i iitt. o , , o o li DEVICES= 7- TOTAL m A= • 12.6 14 - 700-, 20.3544888 12.6 VOLTAGEDROPCALCULATION •• , 1 ; • 1.1 P ,r. • 1 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: Z -tt DESCRIPTION SHOP DRAWINGS CO LU 0 I- < "•,„ in in 2 < <<<< 6ALE: 1/"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 0B NUMBER:54527 SHEET FA -04 Love Culture VICINITY MAP (Suite# 1006) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads new upright 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 WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE REVISIONS CLG 12-0' AFF CLG 9'-0' AFF CLG 12-0' AFF Full Hi . ht WaII t• CL 1 '-7' AFF 8'-0' AFF AFF CLG 13'-7' AFF, Existing 4' Zone T3 ® ISAitliattIl r ,t cc' 3-2W ® _ CLG 10'-0' AFF A Existing 4' Zone T3 Ira turas tann t t ale AFF C_G14'-'AF , 1; CLG 14'-7' AFF CLG 13'-7' AFF cl 1- 10-0 ..y 22-0 Ordinary Group 11.0.20gpm/ft2 for 1091.56ft2 FIRE SPRINKLER PLAN Sprinkler Legend k 24)� 3 5 7 9 11 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT R3615 R5415 7 71 5.6 5.6 Pendent Pendent Chrome White 155°F 155°F F1 FR Semi -Recessed G4A Concealers APPROVAL: City of Tukwila CONT. NO.: K$0328 Total = 78 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/23/08 TYPICAL FLEXABLE SPRINKLER CONNECTION -FLEXHEAD MOUNTING BRACKET PIPE NIPPLE y AA SPRINKLER BRANCHLINE —FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE ////////////// FIG.909 SWIVEL SWAY BRACE FITTING bad 3!9' KWIK BOLT / / —(2 1 /4' EMBED LENGTH) BRACE PIPE FIG. 1000 AST CLAMP' SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE 3R' KWIK BOLT (2 IW EMBED LENGTH) /////////////2// FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT ECG. 4A PIPE CLAMP FOR SWAY BRACE ULATERAL BRANCHLINE RESTRAINT 'he° NON -THREADED BRACE PIPE BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Love Culture Remote Area: Retail # 1006 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY cLAss ORD HAZARD 1I MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 1082 Ft' SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 _ WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 358.92 GPM @ 91.45 PSI ' At time of Design 13'4" CLG.=34.63% AREA REDUCTION Hanger No. 07C HILTI Kwik Bolt III HILTI Kwic Bolt II DNled Andwr - k .1 ( 1 / p Q Cut Rod Lgth Rounded to Nearest Inch 1 Concrete Construction Bottom of Concrete to Center Line of Pipe Pipe Note on Plan Note on Plan: Hanger Member and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE 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 /WLUTH/HOUSTON /KANSAS CITY LAS VEGAS 1LMMEAPOL.IS / PHOENIX, PORTLAND /RAPID CITY/ST. PAUL/SALT LAKE CITY ISEATTLE Phone: 425-881-0100 Fax 425-881-3030 LOVE CULTURE 1006 Southcentner Mall Tukwila ,Wa 98188 FIRE SPRINKLER PLAN LOVE CULTURE z 0 Adam Kantner tis 0) N 0 SHEET FP -1 OF 1 RAYBECK INC. CONTRACTOR: Love Culture C22) K.1 23y CLG 12'-0' AFF ti 11.1■1i iuI6IuRf IMPENIIMINIIIIIIM111101 • 11111Mill iluimmal 1 .1011.1.1. IIIIIIIIIMI, IMMIIIIIIIIIIIIIIIIIIMININ . Willa , a (, L, -. h, 1 1�Y 1 ,1 0-4 Z z VICINITY MAP (Suite# 1006) SCALE: NTS ull i+ht all CLG 9-0' AF CLG 12'-0' AFF w.,,w,,,u,,, C G 3'- A 0-11% 8'-0' AFF General Notes 1. Western States Fire Protection to add new pendent heads new upright 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, • .�O 5-64% 13'-7' AFF 1 1/z N 1-1% CLG 13'-7' AFF CLG 10' I AF Existing 4' Zone T3 Existing 4' Zone T3 moncE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. F CLG 4'- ' A F CLG 14'-7' A F ;TYPICAL FLEXABLE SPRINKLER CONNECTION:. FLEXHEAD • PIPE NIPPLE MOUNTING BRACKET SPRINKLER • BRANCHLINE. FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE ////////////// FIG.909 SWIVEL SWAY BRACE FITTING (21M EMBED LENGTH) BRACE PIPE FIG. 1000 • -FAST CLAMP' SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON.THREADED BRACE PIPE 318' KW1 K BOLT (21M• EMBED LENGTH) /1////////// //1// FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FPFOIIGPESW ACALAM RACE BRACE PIPE LATERAL BRANCHLINE RESTRAINT . 1 I NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Love Culture Remote Area: Retail # 1006 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 occuPANcr CLASS ORD HAZARD I1 MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 1082 SPRINKLER Reliable Model G4A ORIFICE 1/2- K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI PSI GPM RESIDUAL 20 FLOW 10900 AT BASE OF RISER. SYSTEM REQUIRES: 358.92 GPM a 91.45 PSI ' At time of Design 13'-7" CLG.a34.63% AREA REDUCTION Hanger No. 07C • HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch HILTI Kw* Bok II / polled Anchor— --14 i �I ` Q Rod Coupling —� 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 CLG 13'-7' AFF WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE 0 WWvithout Comments As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tuikwila Fire Prevention Bureau for conformance with current city standards. Acceptance is suhiect to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection bV The Tukwila Fire Prevention Bureau. Date: 5----(-C-05% -05% By: Ordinary Group II.0.20gpm/ft2 for 1091.56ft2 22 23y k TUKWILA FIRE DEPARTMENT. Please call: 575.4407, and give this job rlo. nA-s^ici1 a 1xact address for shut Q•_.:+� or rest:ration apirovaL FIRE SPRINKLER PLAN VICINITY MAP DETAIL NOT TO SCALE °AID t':" 1 J.2008 Tukwila Fire w z • o: Adam Kantner d RAYBECK INC. CC 0 a IY z 0 U SYMBOL LEGEND 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE REVISIONS Sprinkler Legend APPROVAL: DESCRIPTION R3615 R5415 HYDRAULIC REFERENCE POINT QTY. 7 71 Total = 78 K SPRAY 5.6 Pendent Pendent Chrome 155°F MFR./MODEL City of Tukwila Western States Fire Protection Company F1 FR Semi -Recessed 155°F G4A Concealers -.HANGER SYMBOL coNT. NO.: KS0328 DRAWN BY: Adam Kantner SPRK ON SHEET: SEE LEGEND BRANCHLINE RESTRAINT SPRK ON JOB: 1 7102 180th AVE NE, STE A-105- REDMOND, WA - 98052 Lic. #: WESTESF138QF DATE 05/14/08 WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBIIOUEROUE(AUSrII/DALLAS! DECATUR /DEHYERIDULUTH/HOUSTON/KANSAS CITY LAS VEGAS/MI NEAPOLIS/PFIOENOUPORTLAND/RAPID CDT/ ST. PALL/SALT LAKE CRY /SEATTLE Phone: 425-881-0100 Fax 425-881-3030 LOVE CULTURE 1006 Southcentner Mall Tukwila ,Wa 98188 FIRE SPRINKLER PLAN SHEET FP -1 . OF 1