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HomeMy WebLinkAboutPP - 2626 SOUTHCENTER MALL - AEROPOSTALE - PERMITS AND PLANS2626 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-168 08-S-094 FILE COPY FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Aeropostale 2626 Southcenter Mall Permit No.: 08-S-094 Date: March 31, 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 20' 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. • 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 Number: KS0290 Report Description: Aer000stale Zone 17 Job Jeb Number . KS0290 Design Engineer Martin Sokulski Job Nem. Aeropostale Stab Cembflbenikk.nse Number WESTESF136QF Address 1 2626 Southcenter Mall ANJ City of Tukwila Address 2 Job Sd. Southcenter Mall SAY Tukwila State WA Lp Cad. 98188 Dra ng Name FP1-AEROPOSTALE.cad System Remote Area(s) blest D.n+ndng Sphider Geta 5.6 K -Factor 26.00 at 21.556 OcvP.nry Ordinary Group II Nese AMrend Al Sound 250.00 D.nsay 0.20gpmlft2 Area of Appecatlon 945.00ft' (Actual 994.61ft2) Addglonel Hose Suppbs Node Flow(apm) Number Of Sprinklers CskuYbd 13 Coverage Per Sprinkler 130.00ft' Total Hose Stnxd 250.00 l *r /11 1 System Flow Demand 391.57 Total Water Required (Including Hes.Atlowen..) 641.57 • = = . ,175 Maximum Pressure Unbalance In keep 0.000 iaebe� a-1 JU tia Jv ♦♦♦♦V •�l -,/ Maximum Weedy Above Grew 23.90 between nodes 173 and 207 � Maximum VerGrouts 1.4848bet betweeen nodes 1 and 408 % Vol nw dpec2y.1 Wel Rpm 3414.35ga1 Volume cape,* of Dry Pipes 0.84ft' Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 140.000 20.000 1 10900.00 139.364 I 641.57 85.591 53.773 Contractor Contractor Number 1 Contac Nerd Martin Sokulski Contact Tab PM Contractor Name Westem States Fire Protection Plan. 425.881.0100 Extension Address 1 7108 180th Ave NE FAX 425.881.3030 Addles* 2 E-nsg martin.sokulski@wsfp.us Cty Redmond State WA Zip Cod. 98052 Web -S2. k, ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 03/19/2008 3:06:15PM Page 1 11 1 Summary Of Outflowing Devices Number: KS0290 Report Descri tion: Aero stale Zone 77 p Description: Device Actual Flow (gam) Minimum Flow Wpm) K -Factor (K) Pressure (psi) Sprinkler 113 35.24 26.00 5.6 39.594 Sprinkler 112 34.86 26.00 5.6 38.749 Sprinkler 110 32.03 26.00 5.6 32.709 Sprinkler 108 29.23 26.00 5.6 27.242 Sprinkler 111 34.75 26.00 5.6 38.502 Sprinkler 109 30.82 26.00 5.6 30.288 Sprinkler 104 27.34 26.00 5.6 23.834 Sprinkler 107 29.92 26.00 5.6 28.549 Sprinkler 103 26.44 26.00 5.6 22.299 Sprinkler 106 29.49 26.00 5.6 27.736 Sprinkler 101 26.05 26.00 5.6 21.641 Sprinkler 105 29.40 26.00 5.6 27.564 E> Sprinkler 102 26.00 26.00 5.6 21.556 c> Most Demanding Sprinkler Data k, ® M.E.P.CAD, Inc. 4111 AutoSPRINK®VR5 v5.2.6 03/19/2008 3:06:28PM Page 2 ,,illHydraulic Analysis 1 ' Job Number: KS0290 Report Description: Aeropostale Zone T7 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings 0 Route 1 DR 1.049 0=26.00 9.65 C=120 0.211434 24-8YPf 6.069 102 12-0% q=26.00 K=5.6 21.556 Spr(-21.556) 4-1 Pe -1.859 226 16-4 25.766 2E(2-0) 28-8% Pv BL 1.610 0=26.00 4.10 C=120 0.026249 5-2 Pf 0.136 226 16-4 25.766 Pe 212 16-4 25.902 5-2 Pv BL 1.610 0=52.05 8.20 C=120 0.094799 9-c Pt 0.853 212 16-4 25.902 I Pe 204 16-4 26.755 9-0 Pv BL 1.610 0=78.50 12.37 C=120 0.202708 11-61 Pf 2.330 204 16-4 26.755 Pe 197 16-4 29.086 11- Pv BL 1.610 0=105.83 16.68 C=120 0.352348 11-4 Pf 4.054 197 16-4 29.086 Pe 188 16-4 33.140 11-6 Pv BL 1.610 0=135.06 21.29 C=120 0.553229 7-11% Pf 16.585 188 16-4 33.140 22-0 Pe 0.287 175 15-8 50.011 3LtE(2-0), PO(8-0), C(8-0) 29-11% Pv CM 4.260 0=135.06 3.04 C=120 0.004841 12-6 Pf 0.061 175 15-8 50.011 Pe 173 15-8 50.072 12-6 Pv CM 4.260 0=321.96 7.25 C=120 0.024147 12-6 Pf 0.302 173 15-8 50.072 Pe 169 15-8 50.374 12-6 Pv CM 4.260 0=391.57 8.81 C=120 0.034684 77- Pf 2.988 169 15-8 50.374 8-11' Pe 118 15-8 53.361 fE(8-11%) 86-1'/z Pv RN 4.260 0=391.57 8.81 C=120 0.034684 1-7 Pf 0.676 118 15-8 53.361 fE(8-11%) 17-11 Pe -0.686 119 17-3 53.351 fE(8-11%) 19-6 Pv CM 4.260 0=391.57 8.81 C=120 0.034684 13-1 Pf 0.454 119 17-3 53.351 Pe 115 17-3 53.805 13-11Pv RN 4.260 0=391.57 8.81 C=120 0.034684 1-3 Pf 1.267 115 17-3 53.805 P0(26-4) 35-3% Pe -0.542 117 18-6 54.530 fE(8-11'/x) 36-6% Pv CM 4.260 0=391.57 8.81 C=120 0.034684 139-5 Pf 5.456 117 18-6 54.530 17-11 Pe 0.289 230 17-10 60.275 2fE(8-11%) 157-4 Pv CM 6.357 0=391.57 3.96 C=120 0.004938 180-10 Pf 1.967 230 17-10 60.275 217-5% Pe 14.704 360 -16-1 76.946 12fE(12-7), BV(12-7), fE(10-0), 398-3'4 Pv CV(40-3), GV(3-9') BL 8.329 0=391.57 2.31 C=120 0.001325 17-10 Pf 0.922 360 -16-1 76.946 P0(43-1) 678-3'% Pe -0.000 367 -16-1 77.868 21E(16-0), 14P0(43-1) 696-1'% Pv MS 10.020 0=391.57 1.59 C=120 0.000538 20-2 Pf 5.047 367 -16-1 77.868 67-0 Pe -1.635 408 -12-4 81.280 3LtE(16-0), BV(19-0), BFP(-5.000) 87-2 Pv UG 10.400 0=391.57 1.48 C=140 0.000338 112-10% Pf 0.111 408 -12-4 81.280 216-10 Pe 4.200 1 -22-0 85.591 4LtE(25-6), T(79-8%), 2EE(17-6%), 329-8'V Pv S v Route 2 DR 1.049 0=26.05 9.67 C=120 0.212201 25-7 Pf 6.915 101 10-2% q=26.05 K=5.6 21.641 Spr(-21.641) 7-0 Pe -2.654 212 16-4 25.902 E(2-0), PO(5-0) 32-7 Pv *a Route 3 DR 1.049 0=26.44 9.82 C=120 0.218169 25-7 Pf 7.110 103 10-2'% q=26.44 K=5.6 22.299 Spr(-22.299) 7-0 Pe -2.654 204 16-4 26.755 E(2-0), P0(5-0) 32-7 Pv WI Route 4 DR 1.049 0=27.34 10.15 C=120 0.232025 23-7'/ Pf 7.110 104 12-0% q=27.34 K=5.6 23.834 Spr(-23.834) 7- Pe -1.859 197 16-4 29.086 E(2-0), P0(5-0) 30-7'% Pv GO Route 6 DR 1.049 0=29.23 10.85 C=120 0.262559 25-7 Pf 8.556 108 10-2% q=29.23 K=5.6 27.242 Spr(-27.242) 7-0 Pe -2.659 188 16-4 33.140 E(2-0), P0(5-0) 32-7 Pv o Route 6 [�j ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 03/19/2008 3:06:46PM Page 4 P 1 Hydraulic Analysis Job Number: KS0290 Report Description: Aeropostale Zone 17 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream DR 1.049 0=29.40 10.91 C=120 0.265426 24-3M P1 8.040 6-0 Pe -1.859 30-3'% Pv 105 12-0'M q=29.40 K=5.6 27.564 Spr(-27.564) 214 16-4 33.746 3E(2-0) BL 1.610 0=29.40 4.63 C=120 0.032952 7-7% Pf 0.251 Pe -0.000 7-714 Pv 214 16-4 33.746 208 16-4 33.997 BL 1.610 0=58.89 9.28 C=120 0.119133 8-6 Pf 1.032 Pe 8-$ Pv 208 16-4 33.997 200 16-4 35.030 BL 1.610 0=88.81 14.00 C=120 0.254746 8-8 Pf 2.208 Pe 0.000 8-8 Pv 200 16-4 35.030 192 16-4 37.237 BL 1.610 0=119.63 18.85 C=120 0.442019 6-11% Pf 3.071 Pe 6-11% Pv 192 16-4 37.237 207 16-4 40.308 BL 1.610 0=151.66 23.90 C=120 0.685534 3-10 Pf 9.477 10-0 Pe 0.287 13-10 Pv 207 16-4 40.308 173 15-8 50.072 LtE(2-0), P0(8-0) v Route 7 DR 1.049 0=29.49 10.95 . C=120 0.266956 23-5 7-0 30-5 Pf 8.120 Pe -1.859 Pv 106 12-0Y q=29.49 K=5.6 27.736 Spr(-27.736) 208 16-4 33.997 E(2-0), P0(5-0) GO Route 8 DR 1.049 0=29.92 11.11 C=120 0.274183 23-5 7-0 30-5 Pf 8.340 Pe -1.859 Pv 107 12-0'% q=29.92 K=5.6 28.549 Spr(-28.549) 200 16-4 35.030 E(2-0), PO(5-0) Gill Route 9 DR 1.049 0=30.82 11.44 C=120 0.289597 23-5 7-0 30-5 Pf 8.808 Pe -1.859 Pv 109 12-0% q=30.82 K=5.6 30.288 Spr(-30.288) 192 16-4 37.237 E(2-0), P0(5-0) o Route 10 DR 1049 0=32.03 11.89 C=120 0.310950 23-5 7-0 30-5 Pf 9.458 Pe -1.859 Pv 110 12-0% q=32.03 K=5.6 32.709 Spr(-32.709) 207 16-4 40.308 E(2-0), P0(5-0) co Route 11 DR 1049 0=34.75 12.90 C=120 0.361576 23-1Y1 Pf 10.888 7- Pe -1.859 30-1' Pv 111 12-0% q=34.75 K=5.6 38.502 Spr(-38.502) 191 16-4 47.531 E(2-0), P0(5-0) BL 1.610 0=34.75 5.48 C=120 0.044888 6-11'% 6-11% Pf 0.312 Pe Pv 191 16-4 47.531 206 16-4 47.843 BL 1.610 0=69.61 10.97 C=120 0.162303 3-10 10-0 13-10 Pf 2.244 Pe 0.287 Pv 206 16-4 47.843 169 15-8 50.374 LtE(2-0), PO(8-0) Gal Route 12 DR 1049 0=34.86 12.94 C=120 0.363722 23-1Y 7-0 30-1'% Pf 10.952 Pe -1.859 Pv 112 12-0'% q=34.86 K=5.6 38.749 Spr(-38.749) 206 16-4 47.843 E(2-0), P0(5-0) o Route 13 DR 1049 0=35.24 13.08 C=120 0.371054 23-3% 7-0 30-3M Pf 11.235 Pe -1.572 Pv 113 12-0% q=35.24 K=5.6 39.594 Spr(-39.594) 155 15-8 49.258 E(2-0), P0(5-0) BL 1.610 0=35.24 5.55 C=120 0.046065 5-8 12-0 17-8 Pf 0.814 Pe Pv 155 15-8 49.258 173 15-8 50.072 2LtE(2-0), Z, P0(8-0) 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 4'B7 Schedule 40 Steel Pipe Inside Diameter ) = Factor [ty ® M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 03/19/2008 3:06:46PM Page 5 I 1 Node Analysis Job Number. KS0290 Report Description: Aeropostale Zone 17 Node Elevatlon(Foot) Fittings Pressure(psi) DIscharge(gpm) 115 17-3 P0(26-4) 53.805 117 18-6 fE(8-11%) 54.530 118 15-8 fE(8-11%) 53.361 119 17-3 fE(8-11%) 53.351 155 15-8 PO(5-0) 49.258 169 15-8 2P0(8-0) 50.374 173 15-8 2P0(8-0) 50.072 175 15-8 3P0(8-0), 3C(8-0) 50.011 206 16-4 PO(5-0) 47.843 207 16-4 P0(5-0) 40.308 188 16-4 PO(5-0) 33.140 191 16-4 PO(5-0) 47.531 192 16-4 PO(5-0) 37.237 197 16-4 PO(5-0) 29.086 200 16-4 PO(5-0) 35.030 204 18-4 PO(5-0) 26.755 208 16-4 PO(5-0) 33.997 212 16-4 PO(5-0) 25.902 214 16-4 E(2-0) 33.746 226 16-4 E(2-0) 25.766 230 17-10 60.275 360 -16-1 2P0(43-1) 76.946 367 -16-1 77.868 408 -12-4 BFP(-5.000) 81.280 113 12-0% Spr(-39.594) 39.594 35.24 112 12-0'/: Spr(-38.749) 38.749 34.86 110 12-0'% Spr(-32.709) 32.709 32.03 108 10-2% Spr(-27.242) 27.242 29.23 111 12-0'% Spr(-38.502) 38.502 34.75 109 12-0' Spr(-30.288) 30.288 30.82 104 12-0%z Spr(-23.834) 23.834 27.34 107 12-0% Spr(-28.549) 28.549 29.92 103 10-2% Spr(-22.299) 22.299 26.44 106 12-0'% Spr(-27.736) 27.736 29.49 101 10-2'/ Spr(-21.641) 21.641 26.05 105 12-0'% Spr(-27.564) 27.564 29.40 102 12-0'% Spr(-21.556) 21.556 26.00 1 -22-0 S 85.591 391.57 6 ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 03/19/2008 3:06:37PM age 3 411 Hydraulic Analysis Pipe Type Diameter Flow Job Number: KS0290 Report Description: Aeropostale Zone 17 Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Pressure Eq. Length Summary Total Length Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG 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 Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. 419AutoSPRINK® VR5 v5.2.6 03/19/2008 3:06:46PM Page 6 Hydraulic Graph • Job Number: KS0290 Supply at Node 1 ,rt, Pressure, psi D 01 8 & 8 0 8 8 8 8 L11111111(11111111111111111111111111111111111111111 111111111111111111l_LI1.1.11111IIIIIIIIIIimiiiiii Static Pressure 140.000 ,641.57 391.57 with hose @ 85.591 streams S tem demand curve 10900.00 © 20.000, WIII III 111111111 11 1 111 1 1 1 ))) I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L) 11 1 1 I I I 1 I I I I I 1 1 I I I I I I I I I 91002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Greg, Supply at Node 1 Bteuc Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Ava,LU1. Pres:x.TWe of Test 139.364 @ 641.57 System Demand 391.57 @ 85.591 System Demand (Including Hos. Admsanm) 641.57 @ 85.591 [bly ®M.E.P.CAD, Inc. 411 AutoSPRINK® VR5 v5.2.6 03/19/2008 3:06:56PM Page 7 Flow Diagram (Top View) Job Number: KS0290 Report Description: Aeropostale Zone 17 6, ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 03/19/2008 3:07:05PM Page 8 T , I7flfl 20 March 2008 Martin Sokulski Westem States Fire Protection 7102180" Ave NE, Suite A-105 Redmond, WA 98052 RE: Westfield Mall — Aeropostale (Suite #2626) Independent Third Party Review — Fire Sprinkler System Tuazon Engineerinq, 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. It is noted that the sprinkler system modifications shown are to Zone 17 fed from the West Riser Room. The following was reviewed: • Fire Sprinkler Drawing — Sheet FP1 dated 3/19/08 • Hydraulic Calculations dated 3/19/2008 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. Provide restraint of all branchline piping per 2007 NFPA 13 Para 9.3.6, as enforced by the City of Tukwila. 2. Include applicable product data with the permit submittal to the City of Tukwila. A resubmittal to Tuazon Engineering 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@tuazon.com with any questions regarding this review. Respectfully, TUAZON ENGINEERING, PLLC Eric P. Tuazon, PE Fire Protection Engineer G'mrtVnY R.,AW Perjcbt2C05.18Wwlem Srn-Wes+e Aticptable120rette%Monm`+a. Iw..,ec SYMBOL LEGEND NO A.S. PER NFPA 13 8.15.1.1 NO A.S. PER NFPA 13 8.6.7.2 3-10 is -J CO 6-214 / 3-11 t: --I 7 0-6 0 *^4 - f + 1— r 06-1 r 9 A�1M1 ti 4t 1 a 2-6 tikv�+ 11 1!1 1 IN i; 1 A CO ,1 2-5 k /*kv ►- _zr�3-111/2, • i ❑ li \ I� I3 i (0) NO A.S. PER NFPA 13 8.6.7.2 9) ^(+ ti�0`M1 O1ow a o a 0-61/2 t kv0" .1 "q. co sP2: D-61/2 T 0 TYP. MAIN OUTLETS TO ZONE T7 RISER I- 3-7 EXISTING 4" T7 MAIN 1 0-66 J mV 1 4-51/ .+0' (04 • 011 0= t4`' . if"ry t v4+ 1-9 0 IA :70 1 1-1 0 1.02* 4 'col 2-3 12-6 J CO ry0 2-3 I+.}. \m < kvlJ . . Ln 1.03 �" Ii• 1 Y2 _ ro'`„ty 12-6—`,.3-2 2a i �A , -- =,- _ \O m C>; 4- 9I r � N 0 c0- • `- I- ;I ,M1 Nli # 1 I ; 01 4(‘'0- 10 II LJ 3-5 1-3 1 ;;<;v" 1y%'4 REVISIONS 3-5 I 01 INS h FIRE SPRINKLER PLAN 1/8"=1-0" Sprinkler Legend EXISTING WEST RISER ROOM (FOR HYD. REFERENCE ONLY) General Notes 1. Western States Fire Protection to add new pendent heads, upright heads and branchlines in new tenant space. Sprinklers in me new store shall be spaced In accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing in the retail area (20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). Area reduction method per NFPA#13 section 11.2.3.2.3.1 was used. 2. The bulldina is constructed with non-combustible materials and aualifles as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over nine is black Schedule 40 Dine. 5. All new threaded fittinas 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 NI -PA AS WP.II ac starchK innai (:n A.0 7. The owner is responsible for the freeze protection of all sprinkler system piping and components tnat ara not magi/mein for trAAoinn nnnnitinns 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 exu [Ing commons. Hanger No. 07C HILTI Kw I8nIt III Nab m lire Haw, H-b,d'A' deer m LATERAL BRANCHLINE RESTRAINT NO SCALE 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM.I SIN QTY. K SPRAY 4 -WAY EARTHQUAKE BRACE R5415 41 5.6 Pendent HYDRAULIC REFERENCE POINT HANGER SYMBOL R3615 13 5.6 Pendent BRANCHLINE RESTRAINT Total = 54 ORIF.1 FIN. TEMP. MFR./MODEL %' White 155°F REL G4A CONCEALED APPROVAL: -AEROPOSTALE #26�n TYPICAL FLEXABLE SPRINKLER CONNECTION - FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRA_ NCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID 1'!nu1HH1-UIIIunlii100 I,I♦li: 1 11 1*1 r�^_ .1ti1-11x!6 • fir. City of Tukwila White 155°F Reliable F1 FR SSP CONT. NO.: KS0290 DRAWN BY: Martin Sokulski SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: 54 DATE: 07/21/08 VICINITY MAP (Suite#2626) SCALE: NTS CEILING TILE SPRINKLER HEAD FLEXHEAD DETAIL NO SCALE Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN /DALLAS I DECATUR /DENVER / DULUTH I HOUSTON I KANSAS CITY LAS VEGAS/MINNEAPOLIS I PHOENIX I PORTLAND / RAPID CITY I ST. PAUL I SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Aeropostale 2626 Southcenter Mall Tukwila,WA 98188 FIRE SPRINKLER PLAN N 17) 0 2 Ir w z 0 c Turner -Busch, 0 w 0 Q Martin Sokuls ENGINEER. Turner-Busc CONTRACTOR SHEET FP1 OF 1 NO A.S. PER NFPA 13 8.15.1.1 NO A.S. PER NFPA 13 8.6.7.2 TO ZONE T7 RISER ®Rmifs ®® 3-7 EXISTING 4" T7 MAIN 4,4 NO A.S. PER NFPA 13 8.6.7.2 0-6 1-0Y 1 0-6 11/2 i I= Fp 3221 112 +45. 715 I iv III 1-m0c -10Y2 0-101/2 DICE Aeropostale Remote Area: Retail #2626 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 FP DENSITY .20 GPM / Ft' for 945 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: 386 GPM (dJ 69 PSI ' At time of Design 12'-0" CLG.=37% AREA REDUCTION Ordinary Group I1.0.20gpm/ft2 for 945.00ft2 C 'EPTE 0 Without Comments El As Noted In Red Ef Per The Attached Letter i nese plans have been reviewed by The Tuk,,vila Fire Prevention Bureau for confor rn nce with current city standard':, Acceptance is !'ut7ie&. t to rrors and omissihich do riot authorise viol loons of adopted "Li &n�irrstandaras and oralnunCF3s4. T1=:., i:...r,.•,pn::;ibilii.y for the 1 adequacy of design rests tot:ai')/ \Yli.h ;ill: dc -.signer. 1 Additions, deletions or revisions t;, th a::,o drawings atter r this date will void this acceptance '.nd will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by iThe Tukwila Fire Prevention Bureau. Date: 3/ 31' 63 • TUKWILA FIRE DEPARTMENT, Please call: 575.4407 - and give thls job • No.OS-o 11 and exact address for shut. Wei i stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. By: SI or restoration annrovaJ; FIRE SPRINKLER PLAN 1/8"=1'-0" EXISTING WEST RISER ROOM (FOR HYD. REFERENCE ONLY) General Notes 1. Western States Fire Protection to add newendent heads, upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced -in accordance with IIFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing in the retail area (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). Area reduction method per NFPA#13 section 11.2.3.2.3.1 was used. 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 tt a freeze protection of all sprinkler system piping and components that are rot designed for freezing conditions. 8. Existing ire sprinkler system to -remain. Western States Fire Protection will modify the existing system onl In the areas of work. All other areas are not in contract and WSFP is not responsible for exiting conditions. LATERAL BRANCHLINE RESTRAINT NO SCALE AEROPOSTALE #2626 TYPICAL FLEXABLE SPRINKLER FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING ' SUSPENDED T -BAR GRID VICINITY MAP (Suite#2626) SCAL: SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NO SCALE PAID 20081— Tukwila Fire a) Co CI.. 2 L Turner -Buse Martin Sokuiski ENGINEER: Turner-Busc SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL APPROVAL: City of Tukwila 4 -WAY EARTHQUAKE BRACE R5415 41 5.6 Pendent y2' White 155°F REL G4A CONCEALED HYDRAULIC REFERENCE POINT R3615 13 5.6 Pendent White 155°F Reliable F1FR SSP CONT. NO.: KS0290 HANGER SYMBOL Total = 54 DRAWN BY: Martin Sokulski BRANCHLINE RESTRAINT SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: 54 DATE: 03/19/08 Western States Fire Protection Company 7102180th 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 1 RAPID CITY / ST. PAUL /SALT LAKE CITY J SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Aeropostale 2626 Southcenter Mall Tukwila,WA 98188 FIRE SPRINKLER PLAN SHEET FP1 OF 1 SHEET NUMBER SHEET TITLE SHEET INDEX T KWI 9 A ING FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 FIRE ALARM SYTEM FLOOR PLAN FA -04 SYSTEM CALCULATIONS (GENERAL), MISER, SITE PLAN ><-inst, s l I> ACC Without Comments As Noted In Red Per The Attached Letter 1 nese plans have 1 :; <r r;vic:°vli::d by The Tukwila Fire Prevention EJur at.l i.li '.,OS:::;i[$%!:C i will" current city standards. i.. -..; ;t to error:;; and omissions Wh,lot ,;;: ic.si, e vi ;i:ationr, at adopted standards Find s. 't+},;tt Tik.? ri:: porisibiiity for the adequacy O d -t..': ;ii 1'i... I''°' iii . 'liil thr, Additions, c<.VdIi1Q:o atter flits date 1rlili void %(;:v "! :c_.:i%la 1C(: ?rid will require a resubmittai.of re:i I (',(f ;dilig> for subsequent approval. Final acceptance is subject to field test and inspection by The. Tukwila Fire Prevention Bureau. Date: -03 By: i 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. TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job and exact address for shut. 'own or restoration approval. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD#16 FPL/FPLR RED (JACKET) H BOOR 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 O.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 GENERAL NOTES FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS 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 SHAD 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 DEDICATEDCIRCUITS 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 6E 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 4 1 4 EI SYMBOL DESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIREALARM 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 HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP•i CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP. VERIFY IN FIELD rBl� LINEAR BEAM LJ� SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD 4 SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT 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 FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. • W/ 1-1/2" EXT. TO BOTTOM F FIRE ALARM ' SPEAKER STROBE L c;', (CEILING MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. El FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING IDWP FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) ZR -MC -W' . SIEMENS SET -CW SIEMENS SET -W SIEMENS . SET -S17 -WP. SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. W/ 1-1 /2" EXT. TO. BOTTOM MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY 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. F.B.O. VERIFY IN FIELD O JUNCTI❑N BOX F.B.❑, F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.Lr FURNISHED BY OTHERS N/A N/A N/A N/A N/A( NOT APPLICABLE N/A N/A N/A N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP! WEATHERPROOF DEVICE N/A N/A N/A N/A RED. AS 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 ;1 Alf) 2008 Tukwila l=ire Copyright 2006 by Guardian Security Systems, Inc. All Rights Resef"LeS 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-1+990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z DESCRIPTION SHOP DRAWINGS DATE 4/7/08 2 CCCCC DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01 /08 BACKROUND PLAN PROVIDED BY: 1..0B NUMBER:54586 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 ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC END OF LINE DEVICE(3.6K 1/4W) - SUPERVISED SWITCH GROUND_® LO NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 O O 0 HTRI-R OSTATUS LED DUCT DETECTOR LOCATION 0 N.O. n 0 COM N.C. k TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL v LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVIOUS ADDRESSABLE{ DEVICE TO NEXT ADDRESSABLEI- DE VICE L + NOTE 1: VOLTAGE MAX. - CURRENT MAX, - CONT. RES, MAX. - MAX. CABLE LENGTH - C CLINE TO LINE) - C CLINE 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 —I4 -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM ,GROUNDING TO NEXT ADDRESSABLE .DEVICE f(+) STOP IF LAST DEVICE((-) FROM XLS CONTROL, PANEL '•OR PREVIOUS ADDRESSABLE DEVICE 1(-) END 'OF LINE 2 1. DEVICE s (3.6K 1/4W) SUPERVISED RELAY CONTACTS SWITCH (4.0A 2 125VAC) GROUND (4.0A 2 30VDC) 27 VDC 3.5 riA 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 DETECTION. 0 0 .4- 0 0 HTRI—D OSTATUS LED CO 0 n NOT USED FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE ,! , DEVICE LOOP 0- 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEMCE (-)> 0 END OF LINE DEVICE 0 3.6K 1/4W) NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. -TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) - 0 GND N AC 1131 0 0 0 1 0 PAD -3 0 0 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 11-1— 1 2+2-.2 NC.0 NO. +. =.+ — +—.+.�:•+— [03 Co] 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE ?NAC -4 NAC -3 NAC -2 NAC -1 \``- UPERVISED 1 SWITCH FROM REMOTE POWER SUPPLY C'S' CABLE) FROM FACP (VOICE CIRCUIT) C'V' CABLE) 470 OHMS iW EOL TSM —1 0 4 gel' U_ -U) x000 0 1 TYPICAL AD2-P DUCT SMOKE DETECTOR -WIRING DETAIL SCALE: NONE C (STROBE -) SPEAKER (+) (-) STROBE EARTH;. GROUND,;i t� -)41-)TO NEO' T DEVICE OR >(-) STOP IF LAST DEVICE ( STROBE-) SPEAKER (:-) () SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY R 0 4S DEEP 80X W/1-1/2- . EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE 4r4s .1 TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER TIN TEMPERATIRE: 432' F (0' C TO 100'F (30 C) HUMIDITY: - % RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) > DATA IN (+) > DEVICE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FF1ftIN WHEN USED IN CONJUNCTION KIITH DUCT HOUSINGS AD -11P OR AD-11XPR 00-11 STANDARD SMOKE DETECTOR BASE REAR MEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL (ABEL SCALE TO NEXT DEVICEE-- > ( ) DATA OUT 1 (+) DATA OUT J} CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID ---- HARD LID CEILING SPEAKER SUPPORT TILE BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX CEILING FLEX \. MOUNTED ON JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT 1 4\ / / / / / / 0 0 0 0 TO NEXT DEVICE CADDY BAR SMOKE DETECTOR ---- SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING Copyright 2006 by Guardian Security Systems; Inc. All Rights Reserved FAX (206) 628-4990 TEL. (206) 622-6545 J RELEASE/REVISIONS r m w z DESCRIPTION SHOP DRAWINGS w co 0 zCZ < Co J i - W Q 0, E.. 5: 145 r/ Lz O (c _ rn C7 W o LLI " 0) ..3 LL T CVS F- J z 1 (SCALE: 1 /8"=1 DRAWN BY: !.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01 /08 BACKROUND PLAN PROVIDED BY: �OB NUMBER:54586 J r SHEET FA -02 J EOL—S1 18.03V t D :17 •,;:rE 7—••,, 2S !"! -------- ..... C>--- ---------- ----- ------ •_ ----- 15 D 41 7 56 1 5. [ 5 \ 7 5 LP;17 L15--2 • IR- 1.0 4 0 II 0 ' , • 75 .: • " . •I" ..; 1.1 II, , • ; s L 11 I Cr•; .‘2/. 52 50 115 .3> r 1 1 + ) ( L_____J 1 Lr JEJ1 (R) q 7 •;a' = " • 5 ',;,• • ( . ' *..•••" ff : 110 ,gs .2 . _ \ •3Il 11 •-V-4 ; ---- AEROPOSTALEVESTFIELD SOUTHCENTER MALL SCALE. 1/8"1 - ; : • . • !•••,•111:;, ,;, • • j FLAG NOTES: 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. :1 ! i • '1 RELEASE/REVISIONS ,-; 1743 IST AVE. SO., SEATTLE, WASHINGTON .98134 z -a FAX (206) 628-4990 DESCRIPTION SHOP DRAWINGS LU 00 0 t•-• 0 z 0 0 09 22z < rE 0 (r) cc 0 cn EL 5 x< (1) < 8 Er IL ‘CALE: 1/8" =1' DRAWN BY: 'ANDERSON DESIGNED BY: R.VEZZANI DATE:5/01/08 BACKROUND PLAN PROVIDED BY: HT &JO B • •I ; ; •i.. • , •i Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved NUMBER:54586 SHEET FA -03 ./ 1: . • • • • • 72 :I! • I I !• L •,‘ 0 •.$ C.) / / r- /7- I . ;,- -• • • : • ;•' • J . • • !I•,.!, SYSTEM CALCULATIONS AEKPOSTA z ./ \ •\ \\\ \ 1 \o, - 'k, - \`‘ \ \ 1 1 NORTH 0 0 • 1, ./(1), •,,;:t •: 7": • ; • . • !,! ; 4•-• 1- 1 'I! ; \ !..2;.!• • • • -• • •••'' • 0 rr-•:-. r: ,, 1,-- - ;.,2...._‘,, ....,a'• ..- ---r-----r- 1:-...:4„1.----.---- • 1 r-' 4 • ••••{5,„ 01- •• !! / ta,J .,,,. • A . : . , , 1,E:f.,-11,1;11,:2, r:r•-.7 .L AEROPOSTALE WESTFIELD SOUTHCENTER M SCALE 11324 2S, S,2V 2S2Va S2Va S,2V4 S2Va S2V 2S,2V 75 110 75 73 c 75 c c 15 C 15 15 LI 2S,2V--(=, FA -BOX FACP EX `•••J • RISER DI AG RA IV(i.t 3rrFru Tn AEROPOSTALE AEROPOSTALE FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Current Load: Standby: Alarm: Device Type HFP-11 AD2-P HTR -R , HTRI-D HCP Standby Current Load: Alarm Current Load: Qty 1 1 2 Amps 0.0022 0.0635 0.009600 Total 0.0022 0.0635 0.0096 Amps 0.0023 0.064 0.021 Total 0.002 0.064 0.042 Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total . • ; :r1,! 0.001600 0.0035 0.005 0.0731 0.106 Amps Amps 0.0731 For 24 Hours = For 5 Minutes= 25% Derating= Amps 1.754 0.009 2.204 0.106 Amp -hours Amp -hours Amp -hours Main System Board SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD SET-HMC-C@115CD SET-HMC-C@i35CD SET-HMC-C@185CD ZR -MC @1561) ZR -MC @30CD HCP 1 0.03 0.03 0.030 0.030 1 0.064 0.064 0.098 5 0.175 0.875 1 0.233 0.233 0.048 0.318 0.445 2 0.064 0.128 0.098 0.0015 0.03 Amps 1.33 Artips :•.; • t Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours • ; Total System Current Load: . 2.204 Amp -hours Alarm Current Load: 1.33 Amps For 5 Minutes= 0.112 Amp -hours • •, 25% Derating= 1.040 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH ;,1111111 AD; Battery Pair to be Used: Total System Current Load: 12VDC 1.040 Amp -hours Amp -hours 7AH ATTERY SIZING CALCULATION \ \ ------------ • 77 • •.-4.:z • . Notification Appliance Circuit Detail PROJECT: IWESTRELD SOUTHCENTER MALL Panel: 1AEROPOSTALE Date: May 2, 2008' I • I -• A 1 -!, ; • 1 5 j!,,•;;'. ; , ' . . .. . •- . , . • 16•.•!;; , . . ; ; !•„:",i• , Wire Resistance :1:.62•1•,.....-,.....,..,'.-?',"•:: s.-- . •-; - ; .1';',• CURRENT TOTAL=! 5131 CIRCUIT:1S1 I J1. QTY • Device Type • Alarm Currentj Alarm Total WireSize 'Vire Length Voltage at EOL Circuit Total • -1" 1 SET -MC @15CD , - • , • 1 ' • ^ , 641 64 - --- t ;i, ; 1 ; 1.821 ; ! i Total Wire Resistance ( R ) 0 'SET -MC @30CD 1 981 0! 1 :01 i .1 , - 5. . ( WL * 2 ) * (Rift) 5 1SET-MC @75CD 1 175i 8751 1 1 ; 1 iTotal Device Load, Amps (1) ; 1.30 1 1SET-MC ©110CD 2331 2331 0 iSET-HMC-C@115CD1 3181 • 01 .1- I - ; 0 iSET-HMC-C@177CD i 445 01 1---' ; 1 0 ISET-HMC @135CD 1 318i 0; ; I 1 i . 0 4451 1SET-HMC @185CD ; 01 2 ; -•i- 1Z-MC@15CD .., • 1.' •'1 (Total Cct Load) '. Voltage Drop ( E ) 2.37 / (E=I*R) ! EOLVoltage 18.03 i (20.4-E) i ------ --- i 1 64.! 1281 I I • 0 IZ-MC@30CD i 1 . 1 981 0 - 1 ! J. ; . 0 1SET-MC-CW@110CD 1 2641 O 1 1 i i DEVICES=9 ' 1 TOTAL m A=1 . 1300; 12 ; 562 ; . , 18.0328561 1300 • Notification Appliance:, Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL 1 , I ' Panel: EAEROPOSTALE' ' - T 7 ..1 ; ; , 1Wire Resistance i 258 ,. .: Date: I May 1; 2008 : 1 , CURRENT TOTAL= 9 1H CIRCUITSPEAKER CIRCUIT 1 i i I 1 III • ' / I 1 III II_ QTY 1 Device Type )Alrm Current i Alarm Total ' WireSize 1 Wire Length 1, Voltage at EOL 1 Circuit Total , , I 5 170.7V1/8 1 1.81 ; i 91 1 : ; 2.901 ; 1, ITotal Wire Resistance ( R ) i ;, 0 i 0'1 01 ; , , : , i I 1 ( WL * 2 ) * (R/ft) 01 0 1 1 i I r• f I %".; : . 0 " i ; N N 1 I i 1 t 1 1TotaI Device Load, Amps (1) i 0.01 / 5 0 ; 0 'I 01 1 i ; 1 i . . . `. (Total Cct Load) ! : ... 0 i i 01 Of I H : f •,1 ,,Voltage Drop ( E) ! 0.031 0 0 ; t :, 1 i (E= I* R) 1 Oi i i ; i .., 1 0 -,, . ' ''•-'( , ;,1,, j,. , 1,t EOL Voltage , 5,i•;.5: 20.37 0 ( C (204 -E) 0 \ 01 01 i ' ' • . i I 0 0i 1 1 . 1 DEVICES=5 1 TOTAL mA= 94 14 I :562 20.373900721 9 I 1 ; 5 i --; 01 01 • ' • ,1 1•1, VOLTAGE DROP CALCULATION • I ; 1• , 1 ! • 1.,'! ;, • ,•• • • • ' , •*;;;!,!• Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserve cu Iu cc 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISI DESCRIPTION SHOP DRAWINGS LL1 00 0 (S-CALE: 1/8"=1' DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01/08 BACKROUND PLAN PROVIDED BY: ..J.OB NUMBER:54586 } SHEET FA -04 2626 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-168 08-S-094 FILE COPY FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Aeropostale 2626 Southcenter Mall Permit No.: 08-S-094 Date: March 31, 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 20' 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. • 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 Number: KS0290 Report Description: Aer000stale Zone 17 Job Jeb Number . KS0290 Design Engineer Martin Sokulski Job Nem. Aeropostale Stab Cembflbenikk.nse Number WESTESF136QF Address 1 2626 Southcenter Mall ANJ City of Tukwila Address 2 Job Sd. Southcenter Mall SAY Tukwila State WA Lp Cad. 98188 Dra ng Name FP1-AEROPOSTALE.cad System Remote Area(s) blest D.n+ndng Sphider Geta 5.6 K -Factor 26.00 at 21.556 OcvP.nry Ordinary Group II Nese AMrend Al Sound 250.00 D.nsay 0.20gpmlft2 Area of Appecatlon 945.00ft' (Actual 994.61ft2) Addglonel Hose Suppbs Node Flow(apm) Number Of Sprinklers CskuYbd 13 Coverage Per Sprinkler 130.00ft' Total Hose Stnxd 250.00 l *r /11 1 System Flow Demand 391.57 Total Water Required (Including Hes.Atlowen..) 641.57 • = = . ,175 Maximum Pressure Unbalance In keep 0.000 iaebe� a-1 JU tia Jv ♦♦♦♦V •�l -,/ Maximum Weedy Above Grew 23.90 between nodes 173 and 207 � Maximum VerGrouts 1.4848bet betweeen nodes 1 and 408 % Vol nw dpec2y.1 Wel Rpm 3414.35ga1 Volume cape,* of Dry Pipes 0.84ft' Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 140.000 20.000 1 10900.00 139.364 I 641.57 85.591 53.773 Contractor Contractor Number 1 Contac Nerd Martin Sokulski Contact Tab PM Contractor Name Westem States Fire Protection Plan. 425.881.0100 Extension Address 1 7108 180th Ave NE FAX 425.881.3030 Addles* 2 E-nsg martin.sokulski@wsfp.us Cty Redmond State WA Zip Cod. 98052 Web -S2. k, ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 03/19/2008 3:06:15PM Page 1 11 1 Summary Of Outflowing Devices Number: KS0290 Report Descri tion: Aero stale Zone 77 p Description: Device Actual Flow (gam) Minimum Flow Wpm) K -Factor (K) Pressure (psi) Sprinkler 113 35.24 26.00 5.6 39.594 Sprinkler 112 34.86 26.00 5.6 38.749 Sprinkler 110 32.03 26.00 5.6 32.709 Sprinkler 108 29.23 26.00 5.6 27.242 Sprinkler 111 34.75 26.00 5.6 38.502 Sprinkler 109 30.82 26.00 5.6 30.288 Sprinkler 104 27.34 26.00 5.6 23.834 Sprinkler 107 29.92 26.00 5.6 28.549 Sprinkler 103 26.44 26.00 5.6 22.299 Sprinkler 106 29.49 26.00 5.6 27.736 Sprinkler 101 26.05 26.00 5.6 21.641 Sprinkler 105 29.40 26.00 5.6 27.564 E> Sprinkler 102 26.00 26.00 5.6 21.556 c> Most Demanding Sprinkler Data k, ® M.E.P.CAD, Inc. 4111 AutoSPRINK®VR5 v5.2.6 03/19/2008 3:06:28PM Page 2 ,,illHydraulic Analysis 1 ' Job Number: KS0290 Report Description: Aeropostale Zone T7 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings 0 Route 1 DR 1.049 0=26.00 9.65 C=120 0.211434 24-8YPf 6.069 102 12-0% q=26.00 K=5.6 21.556 Spr(-21.556) 4-1 Pe -1.859 226 16-4 25.766 2E(2-0) 28-8% Pv BL 1.610 0=26.00 4.10 C=120 0.026249 5-2 Pf 0.136 226 16-4 25.766 Pe 212 16-4 25.902 5-2 Pv BL 1.610 0=52.05 8.20 C=120 0.094799 9-c Pt 0.853 212 16-4 25.902 I Pe 204 16-4 26.755 9-0 Pv BL 1.610 0=78.50 12.37 C=120 0.202708 11-61 Pf 2.330 204 16-4 26.755 Pe 197 16-4 29.086 11- Pv BL 1.610 0=105.83 16.68 C=120 0.352348 11-4 Pf 4.054 197 16-4 29.086 Pe 188 16-4 33.140 11-6 Pv BL 1.610 0=135.06 21.29 C=120 0.553229 7-11% Pf 16.585 188 16-4 33.140 22-0 Pe 0.287 175 15-8 50.011 3LtE(2-0), PO(8-0), C(8-0) 29-11% Pv CM 4.260 0=135.06 3.04 C=120 0.004841 12-6 Pf 0.061 175 15-8 50.011 Pe 173 15-8 50.072 12-6 Pv CM 4.260 0=321.96 7.25 C=120 0.024147 12-6 Pf 0.302 173 15-8 50.072 Pe 169 15-8 50.374 12-6 Pv CM 4.260 0=391.57 8.81 C=120 0.034684 77- Pf 2.988 169 15-8 50.374 8-11' Pe 118 15-8 53.361 fE(8-11%) 86-1'/z Pv RN 4.260 0=391.57 8.81 C=120 0.034684 1-7 Pf 0.676 118 15-8 53.361 fE(8-11%) 17-11 Pe -0.686 119 17-3 53.351 fE(8-11%) 19-6 Pv CM 4.260 0=391.57 8.81 C=120 0.034684 13-1 Pf 0.454 119 17-3 53.351 Pe 115 17-3 53.805 13-11Pv RN 4.260 0=391.57 8.81 C=120 0.034684 1-3 Pf 1.267 115 17-3 53.805 P0(26-4) 35-3% Pe -0.542 117 18-6 54.530 fE(8-11'/x) 36-6% Pv CM 4.260 0=391.57 8.81 C=120 0.034684 139-5 Pf 5.456 117 18-6 54.530 17-11 Pe 0.289 230 17-10 60.275 2fE(8-11%) 157-4 Pv CM 6.357 0=391.57 3.96 C=120 0.004938 180-10 Pf 1.967 230 17-10 60.275 217-5% Pe 14.704 360 -16-1 76.946 12fE(12-7), BV(12-7), fE(10-0), 398-3'4 Pv CV(40-3), GV(3-9') BL 8.329 0=391.57 2.31 C=120 0.001325 17-10 Pf 0.922 360 -16-1 76.946 P0(43-1) 678-3'% Pe -0.000 367 -16-1 77.868 21E(16-0), 14P0(43-1) 696-1'% Pv MS 10.020 0=391.57 1.59 C=120 0.000538 20-2 Pf 5.047 367 -16-1 77.868 67-0 Pe -1.635 408 -12-4 81.280 3LtE(16-0), BV(19-0), BFP(-5.000) 87-2 Pv UG 10.400 0=391.57 1.48 C=140 0.000338 112-10% Pf 0.111 408 -12-4 81.280 216-10 Pe 4.200 1 -22-0 85.591 4LtE(25-6), T(79-8%), 2EE(17-6%), 329-8'V Pv S v Route 2 DR 1.049 0=26.05 9.67 C=120 0.212201 25-7 Pf 6.915 101 10-2% q=26.05 K=5.6 21.641 Spr(-21.641) 7-0 Pe -2.654 212 16-4 25.902 E(2-0), PO(5-0) 32-7 Pv *a Route 3 DR 1.049 0=26.44 9.82 C=120 0.218169 25-7 Pf 7.110 103 10-2'% q=26.44 K=5.6 22.299 Spr(-22.299) 7-0 Pe -2.654 204 16-4 26.755 E(2-0), P0(5-0) 32-7 Pv WI Route 4 DR 1.049 0=27.34 10.15 C=120 0.232025 23-7'/ Pf 7.110 104 12-0% q=27.34 K=5.6 23.834 Spr(-23.834) 7- Pe -1.859 197 16-4 29.086 E(2-0), P0(5-0) 30-7'% Pv GO Route 6 DR 1.049 0=29.23 10.85 C=120 0.262559 25-7 Pf 8.556 108 10-2% q=29.23 K=5.6 27.242 Spr(-27.242) 7-0 Pe -2.659 188 16-4 33.140 E(2-0), P0(5-0) 32-7 Pv o Route 6 [�j ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 03/19/2008 3:06:46PM Page 4 P 1 Hydraulic Analysis Job Number: KS0290 Report Description: Aeropostale Zone 17 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream DR 1.049 0=29.40 10.91 C=120 0.265426 24-3M P1 8.040 6-0 Pe -1.859 30-3'% Pv 105 12-0'M q=29.40 K=5.6 27.564 Spr(-27.564) 214 16-4 33.746 3E(2-0) BL 1.610 0=29.40 4.63 C=120 0.032952 7-7% Pf 0.251 Pe -0.000 7-714 Pv 214 16-4 33.746 208 16-4 33.997 BL 1.610 0=58.89 9.28 C=120 0.119133 8-6 Pf 1.032 Pe 8-$ Pv 208 16-4 33.997 200 16-4 35.030 BL 1.610 0=88.81 14.00 C=120 0.254746 8-8 Pf 2.208 Pe 0.000 8-8 Pv 200 16-4 35.030 192 16-4 37.237 BL 1.610 0=119.63 18.85 C=120 0.442019 6-11% Pf 3.071 Pe 6-11% Pv 192 16-4 37.237 207 16-4 40.308 BL 1.610 0=151.66 23.90 C=120 0.685534 3-10 Pf 9.477 10-0 Pe 0.287 13-10 Pv 207 16-4 40.308 173 15-8 50.072 LtE(2-0), P0(8-0) v Route 7 DR 1.049 0=29.49 10.95 . C=120 0.266956 23-5 7-0 30-5 Pf 8.120 Pe -1.859 Pv 106 12-0Y q=29.49 K=5.6 27.736 Spr(-27.736) 208 16-4 33.997 E(2-0), P0(5-0) GO Route 8 DR 1.049 0=29.92 11.11 C=120 0.274183 23-5 7-0 30-5 Pf 8.340 Pe -1.859 Pv 107 12-0'% q=29.92 K=5.6 28.549 Spr(-28.549) 200 16-4 35.030 E(2-0), PO(5-0) Gill Route 9 DR 1.049 0=30.82 11.44 C=120 0.289597 23-5 7-0 30-5 Pf 8.808 Pe -1.859 Pv 109 12-0% q=30.82 K=5.6 30.288 Spr(-30.288) 192 16-4 37.237 E(2-0), P0(5-0) o Route 10 DR 1049 0=32.03 11.89 C=120 0.310950 23-5 7-0 30-5 Pf 9.458 Pe -1.859 Pv 110 12-0% q=32.03 K=5.6 32.709 Spr(-32.709) 207 16-4 40.308 E(2-0), P0(5-0) co Route 11 DR 1049 0=34.75 12.90 C=120 0.361576 23-1Y1 Pf 10.888 7- Pe -1.859 30-1' Pv 111 12-0% q=34.75 K=5.6 38.502 Spr(-38.502) 191 16-4 47.531 E(2-0), P0(5-0) BL 1.610 0=34.75 5.48 C=120 0.044888 6-11'% 6-11% Pf 0.312 Pe Pv 191 16-4 47.531 206 16-4 47.843 BL 1.610 0=69.61 10.97 C=120 0.162303 3-10 10-0 13-10 Pf 2.244 Pe 0.287 Pv 206 16-4 47.843 169 15-8 50.374 LtE(2-0), PO(8-0) Gal Route 12 DR 1049 0=34.86 12.94 C=120 0.363722 23-1Y 7-0 30-1'% Pf 10.952 Pe -1.859 Pv 112 12-0'% q=34.86 K=5.6 38.749 Spr(-38.749) 206 16-4 47.843 E(2-0), P0(5-0) o Route 13 DR 1049 0=35.24 13.08 C=120 0.371054 23-3% 7-0 30-3M Pf 11.235 Pe -1.572 Pv 113 12-0% q=35.24 K=5.6 39.594 Spr(-39.594) 155 15-8 49.258 E(2-0), P0(5-0) BL 1.610 0=35.24 5.55 C=120 0.046065 5-8 12-0 17-8 Pf 0.814 Pe Pv 155 15-8 49.258 173 15-8 50.072 2LtE(2-0), Z, P0(8-0) 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 4'B7 Schedule 40 Steel Pipe Inside Diameter ) = Factor [ty ® M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 03/19/2008 3:06:46PM Page 5 I 1 Node Analysis Job Number. KS0290 Report Description: Aeropostale Zone 17 Node Elevatlon(Foot) Fittings Pressure(psi) DIscharge(gpm) 115 17-3 P0(26-4) 53.805 117 18-6 fE(8-11%) 54.530 118 15-8 fE(8-11%) 53.361 119 17-3 fE(8-11%) 53.351 155 15-8 PO(5-0) 49.258 169 15-8 2P0(8-0) 50.374 173 15-8 2P0(8-0) 50.072 175 15-8 3P0(8-0), 3C(8-0) 50.011 206 16-4 PO(5-0) 47.843 207 16-4 P0(5-0) 40.308 188 16-4 PO(5-0) 33.140 191 16-4 PO(5-0) 47.531 192 16-4 PO(5-0) 37.237 197 16-4 PO(5-0) 29.086 200 16-4 PO(5-0) 35.030 204 18-4 PO(5-0) 26.755 208 16-4 PO(5-0) 33.997 212 16-4 PO(5-0) 25.902 214 16-4 E(2-0) 33.746 226 16-4 E(2-0) 25.766 230 17-10 60.275 360 -16-1 2P0(43-1) 76.946 367 -16-1 77.868 408 -12-4 BFP(-5.000) 81.280 113 12-0% Spr(-39.594) 39.594 35.24 112 12-0'/: Spr(-38.749) 38.749 34.86 110 12-0'% Spr(-32.709) 32.709 32.03 108 10-2% Spr(-27.242) 27.242 29.23 111 12-0'% Spr(-38.502) 38.502 34.75 109 12-0' Spr(-30.288) 30.288 30.82 104 12-0%z Spr(-23.834) 23.834 27.34 107 12-0% Spr(-28.549) 28.549 29.92 103 10-2% Spr(-22.299) 22.299 26.44 106 12-0'% Spr(-27.736) 27.736 29.49 101 10-2'/ Spr(-21.641) 21.641 26.05 105 12-0'% Spr(-27.564) 27.564 29.40 102 12-0'% Spr(-21.556) 21.556 26.00 1 -22-0 S 85.591 391.57 6 ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 03/19/2008 3:06:37PM age 3 411 Hydraulic Analysis Pipe Type Diameter Flow Job Number: KS0290 Report Description: Aeropostale Zone 17 Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Pressure Eq. Length Summary Total Length Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG 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 Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. 419AutoSPRINK® VR5 v5.2.6 03/19/2008 3:06:46PM Page 6 Hydraulic Graph • Job Number: KS0290 Supply at Node 1 ,rt, Pressure, psi D 01 8 & 8 0 8 8 8 8 L11111111(11111111111111111111111111111111111111111 111111111111111111l_LI1.1.11111IIIIIIIIIIimiiiiii Static Pressure 140.000 ,641.57 391.57 with hose @ 85.591 streams S tem demand curve 10900.00 © 20.000, WIII III 111111111 11 1 111 1 1 1 ))) I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L) 11 1 1 I I I 1 I I I I I 1 1 I I I I I I I I I 91002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Greg, Supply at Node 1 Bteuc Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Ava,LU1. Pres:x.TWe of Test 139.364 @ 641.57 System Demand 391.57 @ 85.591 System Demand (Including Hos. Admsanm) 641.57 @ 85.591 [bly ®M.E.P.CAD, Inc. 411 AutoSPRINK® VR5 v5.2.6 03/19/2008 3:06:56PM Page 7 Flow Diagram (Top View) Job Number: KS0290 Report Description: Aeropostale Zone 17 6, ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 03/19/2008 3:07:05PM Page 8 T , I7flfl 20 March 2008 Martin Sokulski Westem States Fire Protection 7102180" Ave NE, Suite A-105 Redmond, WA 98052 RE: Westfield Mall — Aeropostale (Suite #2626) Independent Third Party Review — Fire Sprinkler System Tuazon Engineerinq, 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. It is noted that the sprinkler system modifications shown are to Zone 17 fed from the West Riser Room. The following was reviewed: • Fire Sprinkler Drawing — Sheet FP1 dated 3/19/08 • Hydraulic Calculations dated 3/19/2008 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. Provide restraint of all branchline piping per 2007 NFPA 13 Para 9.3.6, as enforced by the City of Tukwila. 2. Include applicable product data with the permit submittal to the City of Tukwila. A resubmittal to Tuazon Engineering 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@tuazon.com with any questions regarding this review. Respectfully, TUAZON ENGINEERING, PLLC Eric P. Tuazon, PE Fire Protection Engineer G'mrtVnY R.,AW Perjcbt2C05.18Wwlem Srn-Wes+e Aticptable120rette%Monm`+a. Iw..,ec SYMBOL LEGEND NO A.S. PER NFPA 13 8.15.1.1 NO A.S. PER NFPA 13 8.6.7.2 3-10 is -J CO 6-214 / 3-11 t: --I 7 0-6 0 *^4 - f + 1— r 06-1 r 9 A�1M1 ti 4t 1 a 2-6 tikv�+ 11 1!1 1 IN i; 1 A CO ,1 2-5 k /*kv ►- _zr�3-111/2, • i ❑ li \ I� I3 i (0) NO A.S. PER NFPA 13 8.6.7.2 9) ^(+ ti�0`M1 O1ow a o a 0-61/2 t kv0" .1 "q. co sP2: D-61/2 T 0 TYP. MAIN OUTLETS TO ZONE T7 RISER I- 3-7 EXISTING 4" T7 MAIN 1 0-66 J mV 1 4-51/ .+0' (04 • 011 0= t4`' . if"ry t v4+ 1-9 0 IA :70 1 1-1 0 1.02* 4 'col 2-3 12-6 J CO ry0 2-3 I+.}. \m < kvlJ . . Ln 1.03 �" Ii• 1 Y2 _ ro'`„ty 12-6—`,.3-2 2a i �A , -- =,- _ \O m C>; 4- 9I r � N 0 c0- • `- I- ;I ,M1 Nli # 1 I ; 01 4(‘'0- 10 II LJ 3-5 1-3 1 ;;<;v" 1y%'4 REVISIONS 3-5 I 01 INS h FIRE SPRINKLER PLAN 1/8"=1-0" Sprinkler Legend EXISTING WEST RISER ROOM (FOR HYD. REFERENCE ONLY) General Notes 1. Western States Fire Protection to add new pendent heads, upright heads and branchlines in new tenant space. Sprinklers in me new store shall be spaced In accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing in the retail area (20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). Area reduction method per NFPA#13 section 11.2.3.2.3.1 was used. 2. The bulldina is constructed with non-combustible materials and aualifles as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over nine is black Schedule 40 Dine. 5. All new threaded fittinas 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 NI -PA AS WP.II ac starchK innai (:n A.0 7. The owner is responsible for the freeze protection of all sprinkler system piping and components tnat ara not magi/mein for trAAoinn nnnnitinns 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 exu [Ing commons. Hanger No. 07C HILTI Kw I8nIt III Nab m lire Haw, H-b,d'A' deer m LATERAL BRANCHLINE RESTRAINT NO SCALE 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM.I SIN QTY. K SPRAY 4 -WAY EARTHQUAKE BRACE R5415 41 5.6 Pendent HYDRAULIC REFERENCE POINT HANGER SYMBOL R3615 13 5.6 Pendent BRANCHLINE RESTRAINT Total = 54 ORIF.1 FIN. TEMP. MFR./MODEL %' White 155°F REL G4A CONCEALED APPROVAL: -AEROPOSTALE #26�n TYPICAL FLEXABLE SPRINKLER CONNECTION - FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRA_ NCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID 1'!nu1HH1-UIIIunlii100 I,I♦li: 1 11 1*1 r�^_ .1ti1-11x!6 • fir. City of Tukwila White 155°F Reliable F1 FR SSP CONT. NO.: KS0290 DRAWN BY: Martin Sokulski SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: 54 DATE: 07/21/08 VICINITY MAP (Suite#2626) SCALE: NTS CEILING TILE SPRINKLER HEAD FLEXHEAD DETAIL NO SCALE Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN /DALLAS I DECATUR /DENVER / DULUTH I HOUSTON I KANSAS CITY LAS VEGAS/MINNEAPOLIS I PHOENIX I PORTLAND / RAPID CITY I ST. PAUL I SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Aeropostale 2626 Southcenter Mall Tukwila,WA 98188 FIRE SPRINKLER PLAN N 17) 0 2 Ir w z 0 c Turner -Busch, 0 w 0 Q Martin Sokuls ENGINEER. Turner-Busc CONTRACTOR SHEET FP1 OF 1 NO A.S. PER NFPA 13 8.15.1.1 NO A.S. PER NFPA 13 8.6.7.2 TO ZONE T7 RISER ®Rmifs ®® 3-7 EXISTING 4" T7 MAIN 4,4 NO A.S. PER NFPA 13 8.6.7.2 0-6 1-0Y 1 0-6 11/2 i I= Fp 3221 112 +45. 715 I iv III 1-m0c -10Y2 0-101/2 DICE Aeropostale Remote Area: Retail #2626 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 FP DENSITY .20 GPM / Ft' for 945 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: 386 GPM (dJ 69 PSI ' At time of Design 12'-0" CLG.=37% AREA REDUCTION Ordinary Group I1.0.20gpm/ft2 for 945.00ft2 C 'EPTE 0 Without Comments El As Noted In Red Ef Per The Attached Letter i nese plans have been reviewed by The Tuk,,vila Fire Prevention Bureau for confor rn nce with current city standard':, Acceptance is !'ut7ie&. t to rrors and omissihich do riot authorise viol loons of adopted "Li &n�irrstandaras and oralnunCF3s4. T1=:., i:...r,.•,pn::;ibilii.y for the 1 adequacy of design rests tot:ai')/ \Yli.h ;ill: dc -.signer. 1 Additions, deletions or revisions t;, th a::,o drawings atter r this date will void this acceptance '.nd will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by iThe Tukwila Fire Prevention Bureau. Date: 3/ 31' 63 • TUKWILA FIRE DEPARTMENT, Please call: 575.4407 - and give thls job • No.OS-o 11 and exact address for shut. Wei i stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. By: SI or restoration annrovaJ; FIRE SPRINKLER PLAN 1/8"=1'-0" EXISTING WEST RISER ROOM (FOR HYD. REFERENCE ONLY) General Notes 1. Western States Fire Protection to add newendent heads, upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced -in accordance with IIFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing in the retail area (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). Area reduction method per NFPA#13 section 11.2.3.2.3.1 was used. 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 tt a freeze protection of all sprinkler system piping and components that are rot designed for freezing conditions. 8. Existing ire sprinkler system to -remain. Western States Fire Protection will modify the existing system onl In the areas of work. All other areas are not in contract and WSFP is not responsible for exiting conditions. LATERAL BRANCHLINE RESTRAINT NO SCALE AEROPOSTALE #2626 TYPICAL FLEXABLE SPRINKLER FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING ' SUSPENDED T -BAR GRID VICINITY MAP (Suite#2626) SCAL: SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NO SCALE PAID 20081— Tukwila Fire a) Co CI.. 2 L Turner -Buse Martin Sokuiski ENGINEER: Turner-Busc SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL APPROVAL: City of Tukwila 4 -WAY EARTHQUAKE BRACE R5415 41 5.6 Pendent y2' White 155°F REL G4A CONCEALED HYDRAULIC REFERENCE POINT R3615 13 5.6 Pendent White 155°F Reliable F1FR SSP CONT. NO.: KS0290 HANGER SYMBOL Total = 54 DRAWN BY: Martin Sokulski BRANCHLINE RESTRAINT SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: 54 DATE: 03/19/08 Western States Fire Protection Company 7102180th 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 1 RAPID CITY / ST. PAUL /SALT LAKE CITY J SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Aeropostale 2626 Southcenter Mall Tukwila,WA 98188 FIRE SPRINKLER PLAN SHEET FP1 OF 1 SHEET NUMBER SHEET TITLE SHEET INDEX T KWI 9 A ING FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 FIRE ALARM SYTEM FLOOR PLAN FA -04 SYSTEM CALCULATIONS (GENERAL), MISER, SITE PLAN ><-inst, s l I> ACC Without Comments As Noted In Red Per The Attached Letter 1 nese plans have 1 :; <r r;vic:°vli::d by The Tukwila Fire Prevention EJur at.l i.li '.,OS:::;i[$%!:C i will" current city standards. i.. -..; ;t to error:;; and omissions Wh,lot ,;;: ic.si, e vi ;i:ationr, at adopted standards Find s. 't+},;tt Tik.? ri:: porisibiiity for the adequacy O d -t..': ;ii 1'i... I''°' iii . 'liil thr, Additions, c<.VdIi1Q:o atter flits date 1rlili void %(;:v "! :c_.:i%la 1C(: ?rid will require a resubmittai.of re:i I (',(f ;dilig> for subsequent approval. Final acceptance is subject to field test and inspection by The. Tukwila Fire Prevention Bureau. Date: -03 By: i 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. TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job and exact address for shut. 'own or restoration approval. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD#16 FPL/FPLR RED (JACKET) H BOOR 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 O.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 GENERAL NOTES FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS 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 SHAD 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 DEDICATEDCIRCUITS 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 6E 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 4 1 4 EI SYMBOL DESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIREALARM 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 HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP•i CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP. VERIFY IN FIELD rBl� LINEAR BEAM LJ� SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD 4 SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT 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 FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. • W/ 1-1/2" EXT. TO BOTTOM F FIRE ALARM ' SPEAKER STROBE L c;', (CEILING MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. El FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING IDWP FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) ZR -MC -W' . SIEMENS SET -CW SIEMENS SET -W SIEMENS . SET -S17 -WP. SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. W/ 1-1 /2" EXT. TO. BOTTOM MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY 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. F.B.O. VERIFY IN FIELD O JUNCTI❑N BOX F.B.❑, F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.Lr FURNISHED BY OTHERS N/A N/A N/A N/A N/A( NOT APPLICABLE N/A N/A N/A N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP! WEATHERPROOF DEVICE N/A N/A N/A N/A RED. AS 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 ;1 Alf) 2008 Tukwila l=ire Copyright 2006 by Guardian Security Systems, Inc. All Rights Resef"LeS 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-1+990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z DESCRIPTION SHOP DRAWINGS DATE 4/7/08 2 CCCCC DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01 /08 BACKROUND PLAN PROVIDED BY: 1..0B NUMBER:54586 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 ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC END OF LINE DEVICE(3.6K 1/4W) - SUPERVISED SWITCH GROUND_® LO NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 O O 0 HTRI-R OSTATUS LED DUCT DETECTOR LOCATION 0 N.O. n 0 COM N.C. k TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL v LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVIOUS ADDRESSABLE{ DEVICE TO NEXT ADDRESSABLEI- DE VICE L + NOTE 1: VOLTAGE MAX. - CURRENT MAX, - CONT. RES, MAX. - MAX. CABLE LENGTH - C CLINE TO LINE) - C CLINE 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 —I4 -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM ,GROUNDING TO NEXT ADDRESSABLE .DEVICE f(+) STOP IF LAST DEVICE((-) FROM XLS CONTROL, PANEL '•OR PREVIOUS ADDRESSABLE DEVICE 1(-) END 'OF LINE 2 1. DEVICE s (3.6K 1/4W) SUPERVISED RELAY CONTACTS SWITCH (4.0A 2 125VAC) GROUND (4.0A 2 30VDC) 27 VDC 3.5 riA 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 DETECTION. 0 0 .4- 0 0 HTRI—D OSTATUS LED CO 0 n NOT USED FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE ,! , DEVICE LOOP 0- 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEMCE (-)> 0 END OF LINE DEVICE 0 3.6K 1/4W) NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. -TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) - 0 GND N AC 1131 0 0 0 1 0 PAD -3 0 0 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 11-1— 1 2+2-.2 NC.0 NO. +. =.+ — +—.+.�:•+— [03 Co] 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE ?NAC -4 NAC -3 NAC -2 NAC -1 \``- UPERVISED 1 SWITCH FROM REMOTE POWER SUPPLY C'S' CABLE) FROM FACP (VOICE CIRCUIT) C'V' CABLE) 470 OHMS iW EOL TSM —1 0 4 gel' U_ -U) x000 0 1 TYPICAL AD2-P DUCT SMOKE DETECTOR -WIRING DETAIL SCALE: NONE C (STROBE -) SPEAKER (+) (-) STROBE EARTH;. GROUND,;i t� -)41-)TO NEO' T DEVICE OR >(-) STOP IF LAST DEVICE ( STROBE-) SPEAKER (:-) () SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY R 0 4S DEEP 80X W/1-1/2- . EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE 4r4s .1 TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER TIN TEMPERATIRE: 432' F (0' C TO 100'F (30 C) HUMIDITY: - % RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) > DATA IN (+) > DEVICE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FF1ftIN WHEN USED IN CONJUNCTION KIITH DUCT HOUSINGS AD -11P OR AD-11XPR 00-11 STANDARD SMOKE DETECTOR BASE REAR MEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL (ABEL SCALE TO NEXT DEVICEE-- > ( ) DATA OUT 1 (+) DATA OUT J} CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID ---- HARD LID CEILING SPEAKER SUPPORT TILE BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX CEILING FLEX \. MOUNTED ON JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT 1 4\ / / / / / / 0 0 0 0 TO NEXT DEVICE CADDY BAR SMOKE DETECTOR ---- SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING Copyright 2006 by Guardian Security Systems; Inc. All Rights Reserved FAX (206) 628-4990 TEL. (206) 622-6545 J RELEASE/REVISIONS r m w z DESCRIPTION SHOP DRAWINGS w co 0 zCZ < Co J i - W Q 0, E.. 5: 145 r/ Lz O (c _ rn C7 W o LLI " 0) ..3 LL T CVS F- J z 1 (SCALE: 1 /8"=1 DRAWN BY: !.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01 /08 BACKROUND PLAN PROVIDED BY: �OB NUMBER:54586 J r SHEET FA -02 J EOL—S1 18.03V t D :17 •,;:rE 7—••,, 2S !"! -------- ..... C>--- ---------- ----- ------ •_ ----- 15 D 41 7 56 1 5. [ 5 \ 7 5 LP;17 L15--2 • IR- 1.0 4 0 II 0 ' , • 75 .: • " . •I" ..; 1.1 II, , • ; s L 11 I Cr•; .‘2/. 52 50 115 .3> r 1 1 + ) ( L_____J 1 Lr JEJ1 (R) q 7 •;a' = " • 5 ',;,• • ( . ' *..•••" ff : 110 ,gs .2 . _ \ •3Il 11 •-V-4 ; ---- AEROPOSTALEVESTFIELD SOUTHCENTER MALL SCALE. 1/8"1 - ; : • . • !•••,•111:;, ,;, • • j FLAG NOTES: 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. :1 ! i • '1 RELEASE/REVISIONS ,-; 1743 IST AVE. SO., SEATTLE, WASHINGTON .98134 z -a FAX (206) 628-4990 DESCRIPTION SHOP DRAWINGS LU 00 0 t•-• 0 z 0 0 09 22z < rE 0 (r) cc 0 cn EL 5 x< (1) < 8 Er IL ‘CALE: 1/8" =1' DRAWN BY: 'ANDERSON DESIGNED BY: R.VEZZANI DATE:5/01/08 BACKROUND PLAN PROVIDED BY: HT &JO B • •I ; ; •i.. • , •i Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved NUMBER:54586 SHEET FA -03 ./ 1: . • • • • • 72 :I! • I I !• L •,‘ 0 •.$ C.) / / r- /7- I . ;,- -• • • : • ;•' • J . • • !I•,.!, SYSTEM CALCULATIONS AEKPOSTA z ./ \ •\ \\\ \ 1 \o, - 'k, - \`‘ \ \ 1 1 NORTH 0 0 • 1, ./(1), •,,;:t •: 7": • ; • . • !,! ; 4•-• 1- 1 'I! ; \ !..2;.!• • • • -• • •••'' • 0 rr-•:-. r: ,, 1,-- - ;.,2...._‘,, ....,a'• ..- ---r-----r- 1:-...:4„1.----.---- • 1 r-' 4 • ••••{5,„ 01- •• !! / ta,J .,,,. • A . : . , , 1,E:f.,-11,1;11,:2, r:r•-.7 .L AEROPOSTALE WESTFIELD SOUTHCENTER M SCALE 11324 2S, S,2V 2S2Va S2Va S,2V4 S2Va S2V 2S,2V 75 110 75 73 c 75 c c 15 C 15 15 LI 2S,2V--(=, FA -BOX FACP EX `•••J • RISER DI AG RA IV(i.t 3rrFru Tn AEROPOSTALE AEROPOSTALE FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Current Load: Standby: Alarm: Device Type HFP-11 AD2-P HTR -R , HTRI-D HCP Standby Current Load: Alarm Current Load: Qty 1 1 2 Amps 0.0022 0.0635 0.009600 Total 0.0022 0.0635 0.0096 Amps 0.0023 0.064 0.021 Total 0.002 0.064 0.042 Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total . • ; :r1,! 0.001600 0.0035 0.005 0.0731 0.106 Amps Amps 0.0731 For 24 Hours = For 5 Minutes= 25% Derating= Amps 1.754 0.009 2.204 0.106 Amp -hours Amp -hours Amp -hours Main System Board SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD SET-HMC-C@115CD SET-HMC-C@i35CD SET-HMC-C@185CD ZR -MC @1561) ZR -MC @30CD HCP 1 0.03 0.03 0.030 0.030 1 0.064 0.064 0.098 5 0.175 0.875 1 0.233 0.233 0.048 0.318 0.445 2 0.064 0.128 0.098 0.0015 0.03 Amps 1.33 Artips :•.; • t Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours • ; Total System Current Load: . 2.204 Amp -hours Alarm Current Load: 1.33 Amps For 5 Minutes= 0.112 Amp -hours • •, 25% Derating= 1.040 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH ;,1111111 AD; Battery Pair to be Used: Total System Current Load: 12VDC 1.040 Amp -hours Amp -hours 7AH ATTERY SIZING CALCULATION \ \ ------------ • 77 • •.-4.:z • . Notification Appliance Circuit Detail PROJECT: IWESTRELD SOUTHCENTER MALL Panel: 1AEROPOSTALE Date: May 2, 2008' I • I -• A 1 -!, ; • 1 5 j!,,•;;'. ; , ' . . .. . •- . , . • 16•.•!;; , . . ; ; !•„:",i• , Wire Resistance :1:.62•1•,.....-,.....,..,'.-?',"•:: s.-- . •-; - ; .1';',• CURRENT TOTAL=! 5131 CIRCUIT:1S1 I J1. QTY • Device Type • Alarm Currentj Alarm Total WireSize 'Vire Length Voltage at EOL Circuit Total • -1" 1 SET -MC @15CD , - • , • 1 ' • ^ , 641 64 - --- t ;i, ; 1 ; 1.821 ; ! i Total Wire Resistance ( R ) 0 'SET -MC @30CD 1 981 0! 1 :01 i .1 , - 5. . ( WL * 2 ) * (Rift) 5 1SET-MC @75CD 1 175i 8751 1 1 ; 1 iTotal Device Load, Amps (1) ; 1.30 1 1SET-MC ©110CD 2331 2331 0 iSET-HMC-C@115CD1 3181 • 01 .1- I - ; 0 iSET-HMC-C@177CD i 445 01 1---' ; 1 0 ISET-HMC @135CD 1 318i 0; ; I 1 i . 0 4451 1SET-HMC @185CD ; 01 2 ; -•i- 1Z-MC@15CD .., • 1.' •'1 (Total Cct Load) '. Voltage Drop ( E ) 2.37 / (E=I*R) ! EOLVoltage 18.03 i (20.4-E) i ------ --- i 1 64.! 1281 I I • 0 IZ-MC@30CD i 1 . 1 981 0 - 1 ! J. ; . 0 1SET-MC-CW@110CD 1 2641 O 1 1 i i DEVICES=9 ' 1 TOTAL m A=1 . 1300; 12 ; 562 ; . , 18.0328561 1300 • Notification Appliance:, Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL 1 , I ' Panel: EAEROPOSTALE' ' - T 7 ..1 ; ; , 1Wire Resistance i 258 ,. .: Date: I May 1; 2008 : 1 , CURRENT TOTAL= 9 1H CIRCUITSPEAKER CIRCUIT 1 i i I 1 III • ' / I 1 III II_ QTY 1 Device Type )Alrm Current i Alarm Total ' WireSize 1 Wire Length 1, Voltage at EOL 1 Circuit Total , , I 5 170.7V1/8 1 1.81 ; i 91 1 : ; 2.901 ; 1, ITotal Wire Resistance ( R ) i ;, 0 i 0'1 01 ; , , : , i I 1 ( WL * 2 ) * (R/ft) 01 0 1 1 i I r• f I %".; : . 0 " i ; N N 1 I i 1 t 1 1TotaI Device Load, Amps (1) i 0.01 / 5 0 ; 0 'I 01 1 i ; 1 i . . . `. (Total Cct Load) ! : ... 0 i i 01 Of I H : f •,1 ,,Voltage Drop ( E) ! 0.031 0 0 ; t :, 1 i (E= I* R) 1 Oi i i ; i .., 1 0 -,, . ' ''•-'( , ;,1,, j,. , 1,t EOL Voltage , 5,i•;.5: 20.37 0 ( C (204 -E) 0 \ 01 01 i ' ' • . i I 0 0i 1 1 . 1 DEVICES=5 1 TOTAL mA= 94 14 I :562 20.373900721 9 I 1 ; 5 i --; 01 01 • ' • ,1 1•1, VOLTAGE DROP CALCULATION • I ; 1• , 1 ! • 1.,'! ;, • ,•• • • • ' , •*;;;!,!• Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserve cu Iu cc 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISI DESCRIPTION SHOP DRAWINGS LL1 00 0 (S-CALE: 1/8"=1' DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01/08 BACKROUND PLAN PROVIDED BY: ..J.OB NUMBER:54586 } SHEET FA -04