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HomeMy WebLinkAboutPP - 2656 SOUTHCENTER MALL - AERIE - PERMITS AND PLANS2656 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-200 08-S-151 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Aerie 2656 Southcenter Mall Permit No.: 08-S-151 Date: May 1, 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. taliai / rode fanulhng 28 April 2008 Chris Isaac Westem States Fire Protection 7102 -180th Ave NE, Suite A-105 Redmond, WA 98052 RE: Westfield Mall — Aerie (Suite #2751) Independent Third Party Review — Fire Sprinkler System Dear Chris: Tuazon Engineering, PLLC 4322 NE 7 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 appears the sprinkler system shown is part of Zone 17 fed from the West Riser Room. The following was reviewed: • Fire Sprinkler Drawings — Sheet FP1 dated 4/24/08 • Hydraulic Calculations dated 4/24/08 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. Show pipe diameters and lengths for all piping per NFPA 13 Para 22.1.3(19). Maintain 1 1/2 diameter branchlines throughout to match hydraulic calculations. 2. Provide Washington State fire sprinkler certificate of competency stamp on the drawing and calculations. 3. 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 701101G111G111G rotedion / Code Consulting 4322 NE 7th Street Invoice Renton, WA 98059 Date Invoice # 425-917-1683 phone 425-917-1705 fax 4/28/2008 1630 Bill To Western States Fire Protection Attn: Chris Isaac 7102 - 180th Ave NE, Suite A-105 Redmond, WA 98052 P.O. No. Terms Project 2008.29 Westfield Aerie (#2751) Item Description Fee Prior Prior % Curr % Total % Amount FP Engine... 3rd Party FPE Review per City of 250.00 100.00% 100.00% 250.00 Tukwila Tax ID 536-68-5759 Total $250.00 Balance Due $250.00 1 Hydraulic Overview Job Number: KS0338 Report Description: Ordinary Group II Job Job Number Design Engineer KS0338 Chris J Isaac Job Name Phone FAX Aerie 425.881.0100 425.881.3030 Address 1 State Certification/License Number 2751 Southcenter Mall WESTESF136QF Address 2 AHJ City of Tukwila City State Zip Code Job Site Tukwila WA 98188 Expansion System Density Area of Application 0.20gpm/ft2 922.50ft2 (Actual 928.58ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K -Factor 20.00 at 12.755 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 100.00ft2 10 System Pressure Demand System Flow Demand 48.736 211.10 Total Demand Pressure Result 461.10 @ 48.736 +90.919 (65.1%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(gpm) Static(Dsi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(opm) 1 10900.00 250.00 140.000 20.000 AERIE -Zone T7.cad Supply at Node 1 (10900.00, 250.00, 140.000, 20.000) ; � 150 ..,.1 =Static. 1 1 Pressure 1 I 140.000 135 120 Ili -.y. — 105 _ 90 a 12- 75 w w a 60 461.10 wi h hose streams 45 -21 —I .10t48.736 30 System demand curve 10900.00 @ 20.0002k 15 �Wtl1111111111111111111111111111111111 111111111 111111111 111111111 111111111 0 1930d005500 6600 7700 8800 9900 11000 Water flow, gpm (M ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:11 AM Page 1 4 i iY Hydraulic Summary 1 Job Number: KS0338 Report Description: Ordinary Group II Job Job Number KS0338 Job Name Aerie Address 1 2751 Southcenter Mall Address 2 City State Zip Code Tukwila WA 98188 Design Engineer Chris J Isaac State CenficatimaLicense Number WESTESF136QF AHJ City of Tukwila Job Site Expansion Drawing Name AERIE -Zone T7.cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.755 Hose Alkwance Al Source 250.00 Additional Hose Supplies Node Flow(apml Occupancy Ordinary Group II Density Area of Application 0.20gpm/ft2 922.50ft2 (Actual 928.58ft2) Number 01 Sprinkles Calculated Coverage Per Sprinkler 10 100.00ft2 Total Hose Streams 250.00 System Flow Demand Total Wali RegWred pncdWeg Hose Alkwance) 211.10 461.10 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 13.07 between nodes 238 and 160 Maximum Velocity Under Ground 0.80 between nodes 1 and 494 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 3500.60gal 0.84ft3 ) i i ' '..litil A 111:74:1111 '1 4w'iiill •11 ��' ` • Nr� � _' I / ,.. 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 10900.00 139.655 461.10 48.736 90.919 Contractor Contractor Number KS0338 Contractor Name Western States Fire Protection (Redmond) Address 1 7102 180th Ave NE, Suite A-105 Address 2 City State Zip Code Redmond WA 98052 Contact Name Contact Title Chris J Isaac Designer Phone Extension (425)881-0100 FAX (425)881-3030 E-mail chris.isaac@wsfp.us Web -Site k ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:13AM Page 2 Summary Of Outflowing Devices 1 Device Actual Flow (gpm) Job Number: KS0338 Report Description: Ordinary Group II Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler c Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 103 101 110 104 102 111 106 105 107 108 Most Demanding Sprinkler Data 20.39 20.00 22.99 20.47 20.08 23.18 20.71 20.69 21.23 21.37 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 13.251 12.755 16.853 13.362 12.861 17.130 13.678 13.646 14.370 14.565 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:13AM Page 3 4:11 Node Analysis 1 Job Number: KS0338 Report Description: Ordinary Group 11 Node Elevation(Foot) 69 15- 71 15-8 75 15-8 81 15-8 83 15-8 85 15-8 109 15-8 134 17-3 136 18-6 137 15-8 138 17-3 150 15-8 157 15-8 160 15-8 244 15-8 250 15-8 238 15-8 242 15-8 316 17-10 446 -16-1 452 -16-1 494 -12-4 103 11-0 101 11-0 110 11-0 104 11-0 102 11-0 111 11-0 106 11-0 105 11-0 107 11-0 108 11-0 1 -22-0 Fittings PO(5-0) PO(5-0) PO(5-0) PO(5-0) PO(5-0) PO(5-0) PO(5-0) PO(26-4) fE(8-11%) fE(8-11 %7) fE(8-11'/) PO(5-0) PO(5-0) PO(5-0)_ PO(8-0) PO(8-0) PO(8-0) 2P0(8-0) 2P0(43-1) BFP(-5.000) Spr(-13.251) Spr(-12.755) Spr(-16.853) Spr(-13.362) Spr(-12.861) Spr(-17.130) Spr(-13.678) Spr(-13.646) Spr(-14.370) Spr(-14.565) S Pressure(psi) Discharge(gpm) 15.858 15.144 20.828 15.803 15.284 21.033 15.782 23.613 23.476 23.940 23.469 16.440 16.666 17.657 21.924 21.822 21.741 21.723 25.504 40.835 41.129 44.510 13.251 12.755 16.853 13.362 12.861 17.130 13.678 13.646 14.370 14.565 48.736 20.39 20.00 22.99 20.47 20.08 23.18 20.71 20.69 21.23 21.37 211.10 (MJ ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:14AM Page 4 1 it Hydraulic Analysis Job Number: KS0338 Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Pn Friction Loss Length Pressure Fittings Eq. Length Summary Total Length a Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 24-10 Pf 4.403 101 11-0 q=20.00 K=5.6 12.755 Spr(-12.755) 9-0 Pe -2.014 71 15-8 15.144 2E(2-0), PO(5-0) 33-10 Pv BL 1.610 0=20.00 3.15 C=120 0.016155 8-8 Pf 0.140 71 15-8 15.144 Pe 83 15-8 15.284 8-8 Pv BL 1.610 Q=40.08 6.32 C=120 0.058464 8-6 Pf 0.498 83 15-8 15.284 Pe 109 15-8 15.782 8-6 Pv BL 1.610 0=60.79 9.58 C=120 0.126342 7-0 Pf 0.884 109 15-8 15.782 Pe 157 15-8 16.666 7-0 Pv BL 1.610 Q=82.02 12.93 C=120 0.219.877 11-0 Pf 5.057 157 15-8 16.666 12-0 Pe 242 15-8 21.723 2LtE(2-0), PO(8-0) 23-0 Pv CM 4.260 Q=82.02 1.85 C=120 0.001924 9-5 Pf 0.018 242 15-8 21.723 Pe 238 15-8 21.741 9-5 Pv CM 4.260 Q=164.94 3.71 C=120 0.007006 11-6 Pf 0.081 238 15-8 21.741 Pe 250 15-8 21.822 11-6 Pv CM 4.260 0=187.93 4.23 C=120 0.008919 11-6 Pf 0.103 250 15-8 21.822 Pe 244 15-8 21.924 11-6 Pv CM 4.260 0=211.10 4.75 C=120 0.011060 173-3 Pf 2.015 244 15-8 21.924 8-11% Pe 137 15-8 23.940 fE(8-11'A) 182-2'h Pv RN 4.260 0=211.10 4.75 C=120 0.011060 1-7 Pf 0.216 137 15-8 23.940 fE(8-11 %Z) 17-11 Pe -0.686 138 17-3 23.469 fE(8-11 Y2) 19-6 Pv CM 4.260 0=211.10 4.75 C=120 0.01.1060 13-1 Pf 0.145 138 17-3 23.469 Pe 134 17-3 23.613 13-1 Pv RN 4.260 Q=211.10 4.75 C=120 0.011060 1-3 Pf 0.404 134 17-3 23.613 P0(26-4) 35-3% Pe -0.542 136 18-6 23.476 fE(8-11 %2) 36-6% Pv CM 4.260 Q=211.10 4.75 C=120 0.011060 139-5 Pf 1.740 136 18-6 23.476 17-11 Pe 0.289 316 17-10 25.504 2fE(8-11%) 157-4 Pv CM 6.357 0=211.10 2.13 C=120 0.001574 180-10 Pf 0.627 316 17-10 25.504 217-5% Pe 14.704 446 -16-1 40.835 12fE(12-7), BV(12-7), fE(10-0), 398-3% Pv CV(40-3), GV(3-9'/) BL 8.329 0=211.10 1.24 C=120 0.000422 17-10 Pf 0.294 446 -16-1 40.835 P0(43-1) 678-3% Pe -0.000 452 -16-1 41.129 2fE(16-0), 14P0(43-1) 696-1%Pv MS 10.020 0=211.10 0.86 C=120 0.000172 20-2 Pf 5.015 452 -16-1 41.129 67-0 Pe -1.635 494 -12-4 44.510 3LtE(16-0), BV(19-0), BFP(-5.000) 87-2 Pv UG 10.400 0=211.10 0.80 C=140 0.000108 112-10''A Pf 0.027 494 -12-4 44.510 137-11,4 Pe 4.200 1 -22-0 48.736 4LtE(25-6), 2EE(17-6'%), S 250-0 Pv a Route 2 DR 1.049 0=20.08 7.46 C=120 0.131133 24-10 Pf 4.437 102 11-0 q=20.08 K=5.6 12.861 Spr(-12.861) 9-0 Pe -2.014 83 15-8 15.284 2E(2-0), PO(5-0) 33-10 Pv a Route 3 DR 1.049 0=20.39 7.57 C=120 0.134807 25-9''A Pf 4.420 103 11-0 q=20.39 K=5.6 13.251 Spr(-13.251) 7-0 Pe -2.014 69 15-8 15.658 E(2-0), PO(5-0) 32-9% Pv BL 1.610 0=20.39 3.21 C=120 0.016736 8-8 Pf 0.145 69 15-8 15.658 Pe 81 15-8 15.803 8-8 Pv BL 1.610 Q=40.86 6.44 C=120 0.060566 10-6% Pf 0.637 81 15-8 15.803 Pe 150 15-8 16.440 10-6% Pv BL 1.610 0=61.54 9.70 C=120 0.129237 9-5 Pf 1.217 150 15-8 16.440 Pe 160 15-8 17.657 9-5 Pv BL 1.610 0=82.91 13.07 C=120 0.224325 6-21/2 Pf 4.084 160 15-8 17.657 12-0 Pe 238 15-8 21.741 2LtE(2-0), PO(8-0) 18-2'% Pv (, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:14AM Page 5 4 Hydraulic Analysis r Job Number: KS0338 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length .•• Route 4 DR 1.049 0=20.47 7.60 C=120 0.135850 25-9% Pf 4.455 104 11-0 q=20.47 K=5.6 13.362 Spr(-13.362) 7-0 Pe -2.014 81 15-8 15.803 E(2-0), PO(5-0) 32-91/2 Pv as Route 5 DR 1.049 Q=20.69 7.68 C=120 0.138522 27-8''A Pf 4.808 105 11-0 q=20.69 K=5.6 13.646 Spr(-13.646) 7-0 Pe -2.014 150 15-8 16.440 E(2-0), PO(5-0) 34-8Y: Pv a Route 6 DR 1.049 0=20.71 7.69 C=120 0.138815 24-8 Pf 4.118 106 11-0 q=20.71 K=5.6 13.678 Spr(-13.678) 5-0 Pe -2.014 109 15-8 15.782 P0(5-0) 29-8 Pv 4 Route 7 DR 1.049 0=21.23 7.88 C=120 0.145299 24-8 Pf 4.311 107 11-0 q=21.23 K=5.6 14.370 Spr(-14.370) 5-0 Pe -2.014 157 15-8 16.666 P0(5-0) 29-8 Pv Route 8 DR 1.049 0=21.37 7.93 C=120 0.147124 27-8'A Pf 5.106 108 11-0 q=21.37 K=5.6 14.565 Spr(-14.565) 7-0 Pe -2.014 160 15-8 17.657 E(2-0), PO(5-0) 34-8% Pv Qp Route 9 DR 1.049 0=22.99 8.53 C=120 0.168380 28-7 Pf 5.989 110 11-0 q=22.99 K=5.6 16.853 Spr(-16.853) 7-0 Pe -2.014 75 15-8 20.828 E(2-0), PO(5-0) 35-7 Pv BL 1.610 Q=22.99 3.62 C=120 0.020904 35-6'/ Pf 0.994 75 15-8 20.828 12-0 Pe 0.000 250 15-8 21.822 2LtE(2-0), PO(8-0) 47-6% Pv • Route 10 DR 1.049 0=23.18 8.60 C=120 0.170943 27-7'h Pf 5.917 111 11-0 q=23.18 K=5.6 17.130 Spr(-17.130) 7-0 Pe -2.014 85 15-8 21.033 E(2-0), PO(5-0) 34-7% Pv BL 1.610 0=23.18 3.65 C=120 0.021222 30-0 Pf 0.891 85 15-8 21.033 12-0 Pe 244 15-8 21.924 2LtE(2-0), PO(8-0) 42-0 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier II Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 / Actual Inside Diameter ) 4 87 = Factor l Schedule 40 Steel Pipe Inside Diameter Liv ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.1.32 04/24/2008 10:58:14AM Page 6 Hydraulic Analysis 1 Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: KS0338 Report Description: Ordinary Group II Velocity HWC K -Factor Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b Ba1V BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 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 113/4° Elbow 22% 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 Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PTV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (d, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10: 58:14AM Page 7 Hydraulic Graph 1 Job Number: KS0338 Report Description: Ordinary Group II ©M.E.P.CAD, Inc. ;i AutoSPRINK® VR5 v5.1.32 04/24/2008 10: 58:15AM Page 8 Supply at Node 1 150 -Static Pressure 140.000 135 120 105 90 2. 75 (A - N y N a_ - - 60 _461.10 2 1.10@48.736 with hose streams 45 30 -System demand curve 10900.00 @ 20.000, 15 111111111 1111111 1 1 1 1 1 1 1 1 1 1 1 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 1 L 1 1 1 1 11 111111 11 I 0 pblJ1111IlIIl 2200 3300 4400 5500 660011000 7700 Water flow, gpm 8800 9900 Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 © 20.000 Available PressureTime of Test 139.655 © 461.10 System Demand 211.10 @ 48.736 System Demand (Including Hose Allowance) 461.10 @ 48.736 ©M.E.P.CAD, Inc. ;i AutoSPRINK® VR5 v5.1.32 04/24/2008 10: 58:15AM Page 8 Flow Diagram (Top View) Job Number: KS0338 Report Description: Ordinary Group 11 fit, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:16AM Page 9 mik arriOrli ;� �;rt +�_ -oil ,r.1► lr,t �'1 /11 1 _1 •�' _�.1� 't1�F5 =il �`: ii1iil>��a ,VICINITY MAP (Suite# 2751) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads new upright heads and bianchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Class II Occupancy with 130 ft2 maximum spacing (.20 density usedin 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 oni in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. CITEMIU EXISTING PIPE Oa ;OW NEW PIPE EXISTING ZONE T7 4" MAIN VICINITY MAP DETAIL NOT TO SCALE RISER ROOM "A" DETAIL, HYDRAULICS REFERENCE OMX NOT TO SCALE SYMBOL LEGEND REVISIONS t® tai Inn I® ® meta 2-51/2 9-1 1-6 Ordinary Group II.0.20gpm/ft2 for 922.50ft2 EXISTING ZONE T7 4" MAIN ® ®Ira its t'®on mos otax act4 • '/21 -0 10-0 0-6 . , -I + <> , ..,,,, ____, , „. , E O o r r�1,vb. p SALESAREA CEILING 11'-0 ' •..et N r 0 e- N -Yfi, s FNr FLOOR PLAN SCALE: 118' =,'-0' AERIE (#2751) - TI 1/8" = 1'-0 Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN 4 -WAY EARTHQUAKE BRACE R3615 QTY. 11 K SPRAY 5.6 Pendent ORIF. w FIN. White TEMP. MFR./MODEL AERIE - TI Remote Area: Retail # 2751 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 occuPANcvcLAss ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM /Ftzfor 1069 Ft, SPRINKLER Reliable Model G4A ORIFICE 112" K. 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REOLnRES; 211.10 GRA@ 41.13 PSI ■name wwm.�ev�•^'- .... „.�. ,.�•, • At time of Design 111-0 CLG.=38.5% AREA REDUCTION APPROVAL: City cif Tukwila 155°F REL F1 FR SSP HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT R5415 45 5.6 Pendent %' White 155°F REL G4A CONCEALED Total = 56 CONT. NO.: q0338 DRAWN BY: Chris J.Isaac SPRK..ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 04/30/08 TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD i'::'i i;<r';`'<r;:: r;..`:: r':• ;;: SPRINKLER' BRANCHLINE LEXABLE IN STANDARD LENGTHS SUSPENDED T BAR GRID SPRINKLER HEAD FLEXHEAD DETAIL NOT TO SCALE .1 FWIVEEIL SWAY C ER BRACE FITTING BRACE PIPE Sti KWIK BOLT 12114' EMBED LENGTH) FIG. WO'"FAST CLAMP" SWAY BRACE ATTACHMENT UNE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE 11� F10.BOS — O NO -THREAD SWIVEL SWAY BRACE ATTACHMENT V10. 4A 9I11' MIK BOLT (21A' EMBED LENGTH) PIPE CLAMP FOR SWAY BRACE BRACE PIPE LATERAL BRANCHLINE RESTRAINT B NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: HangerNumber end 'A Dimension HANGER DETAIL NOT TO SCALE Hanger No. 015 Top Beam C -Clamp Steel I•Beam or Model 300 Michigan TopEqual Beam C•Clemp or with Lock Nut Bar Joist Rounded to ■ Nearest Inch ;'" Swivel Rin /14, All Rod Pipe Note on Plan: Hangar Number and'A Dimension TUKWILA FIRE DEPAR M"ItOPlease call: 575-440Z SCALE and give this job No. . -S—IS and exact address for shuts down or restoration aoorovet; HANGER DETAIL Western States Fire Protection Company 7102190th AVE NE, STE A-'105- REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN! DALLAS/ DECATJR !DENVER/DULOTH /HOUSTON I KANSAS CITY LAS VEGAS/ MINNEAPOLIS /PHOENIX/ PORTLAND / RAPID CITY / ST. PAUL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax:425-881-3030 Wthcl:;. , i)il'nvitt, in I'::,t T P;; >•i..s;:�; d Leber ti I he . ;.; ;, t,.l ,r:1.. _:t rr.: ri:.. •.,,iby Tho Tukwila Fire ! �C 'J: f i.;;! ,•:!f . U . ,i C:.,..'.,., I C..':,,i h current citV t;i i.i :urs and of adopted for the Lk.(il�ii.h.,i i_, .!i•. , a'., .. '1};. .. UrFsL°dings atter thl .... `.'.',. ...,: y : .. c . :.:li',.' ind require a I• rrsubnuiL of id1%i:; `Ct (.Ir< ;/J iii far ,:ubsequentapproval Final acceptance is subject to field test and inspection b Thi Tukwila Fire Prevention Bureau. By: At"-i �� ' • Date: S It HCOUCE a) !v!1° d p ust inspect � t before pipe is hung. Do not paint piping prior to hydrostatic test PIA II a44, c Aerie t:; 302008 �¢ Southcenter MaII Tukvrile Fire Tukwila,WA 98188 4 z 81 l AERIE (#2751) - TI Building Contrators co 0 z 0 U SHEET FP -1 L OF r \ IRE TE TUKWILA, WASHINGTOIV SHEET INDEX SHEET \UIV3ER S EET TITLE FA -01 FA -02 FA -03 SYSTEM TYPICAL FI I\FO ALA AT 10\ DETAILS - WRI\G A\3 MOU\TI\G � fV SYSTEM FLOO PLA FA -04 SYSTEM/ CALCULATIO\S (c E\ERAL), MISER, SITE PLA\ �j VVithout Comments As Noted in Red Per The Aitached Letter ❑. i nese plans tsav, ; b,c,4n ; , ,,,it: ,q,:, by The Tui v°:ita Fire Prevention Bureo:. ,-:r rc: for(icrscw with current city Istandards. i:r;;e noz; ,4 = _:r, to ei'rcrs ail d 1 omissions w1.•rh 0.3 •...-.L:Cr-,:..!ry vi.-.( ti ns of adopted stanch-Nos)n:: b ,- for the ,.. adadequacyvi Ct. � :i•;'i.- •;'t'+i< ti,°�'lt+l ;. .icy Ci::S;gf6er. Additions,d::; , ' i.] . x r )-<:"::. tc these drawings atter- this tterthis date wiil vc:o :r;=::.a...c piance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. Date: -57157"-OS By: ruccwI A FIRE DEPART! Please call: 575-440Z .."" and give this job 110. and axact address for shuti down or rest:;ration approval; a 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 L❑❑P TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR. RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATI❑N LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.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. SHIELDED WIRE TO BE GROUNDED AT POINT 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, LOCALCODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUI.T, WIRE,. FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS QERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUN:TED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLE,TS.; 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" PURPd$ES. I.II, 9. 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:HN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL ;NOT, BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARA TECHNICIAN. 11. ALL HORN/STROBE AND STROBE`iDEVICES SHALL BE MOUNTED Al;A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED: CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT /18" A.F.F. TO THE ACTIVATION DEVICE. QUANTITY SYMBOL; DESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA BPS''s FIRE ALARM SDD-C REMOTE ANNUNCIATOR REMOTE BOOSTER PAD -3 POWER SUPPLY SIEMENS PEOVIDED 66" A.F.F. TO TOP SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN. FIELD z Ptui ca z ca FAX (206) 628-4990 w 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD .DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM. DEDICATED CIRCUITS FROM THE EMERGENCY -- GENERATOR. - 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL- NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR• REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO :BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN.: CONDUCTORS AND. OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM -RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS .MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT. IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY,. ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN'; THE-; OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF: THE CABLES FROM PHYSICAL DAMAGE:' THE:RECOMMENDED:MINIMUM SEPARATION TO PREVENT PHYSICAL` DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY;, AND 1:22 M (4 FT) WHERE THE CABLE IS INSTALLED. HCP! HZM. DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD VERIFY IN FIELD REMOTE CONVENTIONAL HZM ZONE MODULE LINEAR BEAM o SMOKE DETECTOR 1 SIEMENS 4S DEEP VERIFY IN FIELD PBA -1191 SIEMENS SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE DUCT SMOKE DETECTOR 6 HEAT DETECTOR (ADDRESSABLE) AD2-P W/ SIEMENS TSM MODULE HFPT-11 W/ SIEMENS DB -11 BASE PROVIDED 4S DEEP W/ 1G RING VERIFY IN FIELD CEILING DUCT HOUSING VERIFY IN FIELD 4S DEEP W/ 1G RING CEILING E, C FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM L FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM STROBE • :(CEILING MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING MR FA JBOX FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) FIRE ALARM SPEAKER • (WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. RE IREV. BY: NVI DESCRIPTION SHOP DRAWINGS • DATE 0 0) L. 2 aaaaa FIRE ALARM STROBE (WEATHERPROOF) MULTI -VOLTAGE CONTROL RELAY MAGNETIC DOOR HOLDER SET -CW SIEMENS FIRE ALARM TERMINAL CABINET JUNCTI❑N BOX SET -W SIEMENS SET -S17 -WP SIEMENS MR -201 /C F.B.O. F.B.O. F.B.❑, 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX W/ 1-1/2" EXT. MT -SUR -BOX 1/2" PIPE AIR PRODUCTS 4S BOX F.B.O. F.B.O. F.B.O. F.B.O. F.B.O. N/A 80" A.F.F. TO BOTTOM VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD ABOVE FINISHED` FLOOR FURNISHED BY OTHERS CO J T Q CO z WO cr.W �ZZ L ��a 4C Q CCCOCM 0 1 -- WP; RED GREEN BLUE UNLESS OTHERWISE NOTED WEATHERPROOF DEVICE AS BUILT ADD OR CHANGE AS BUILT REMOVE AS BUILT NOTES TO CAD N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A RECEIVED' MAY 13 20081 Tuk Z 0 0 Z UmI 1." (I) >11 (1) �CALEi 1 /8"=1' DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE:5/09/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER:54484 J SHEET ri• ht 2006. b Guardian Securit S stems, Inc. All Ri• hts. Reserve 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 1+ DUCT DETECTOR LOCATION 0 0 FROM XLS CONTROL PANEL OR + PREVIOUS ADDRESSABLE DEVIC' 0 END OF LINE DEVICE(3.6K 1/4W) «- ) 0 SUPERVISED SWITCH GROUND 0 �t- cc) HTRI—R STATUS LED CO n CO 0 0 0- N.O. J - COM N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL `ABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE[ DEVICE + TO NEXT ADDRESSABLEf DEVICE L _ NOTE 1: VOLTAGE MAX, - CURRENT MAX. - CONT. RES. MAX. - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN, LINE SIZE- OUTLET SAMPLING TUBE INLET SAMPLING :TUBE AT:LEAST •;SIX' DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE MUSIC }AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING' TO NEXT ADDRESSABLE DEVICE f(+) STOP IF LAST DEVICE (-) FROM XLS CONTROL PANEL OR 1") PREVIOUS PREVIOUS ADDRESSABLE DEVICE (-) RELAY CONTACTS (4.OA @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 r1A DURING POLLING 10 OHMS 200 FT, (18 AWG) 0,02uF 0,04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE DETECTI❑N. 0 + I00I TB1 0 0 0 0 23456 TB2 C D m 0ct +-\+- 6 5 4 3 2 1 0 0 END OF LINE DEVICE (3.6K 1/4W) SUPERVISED SWITCH GROUND 0 a m CV O O HTRI—D OSTATUS LED 00 0 0 NOT USED;,' CD 0 END OF T\ LINEDEVICE 3.6K 1/4W) 0 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEi SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 CND- N AC 0 0 0 .1_ PAD -3 0 00 0 INPUT)- '.INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1-. 1 2+ 2- 2 NC C NO + - + - + - + - + - 162 0 0 0 0 0 00 0 0 0 0 a 0 a 24K + TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE UPERVISED WITCH f ( FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE + DEVICE LOOP NOT USED REMOTE y_ DEVICE LOOP 0 0 0 0 0T FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY C'S' CABLE) FROM FACP (VOICE CIRCUIT) ('V' CABLE) 470 OHMS EOL 0 IC INPU 9 9 TS M-1 O 0 0 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL STROBE) SPEAKER (+) (-) EARTH GROUND �(+)TO NEXT,DEVICE OR I >(-) STOP IF LAST DEVICE ( STROBE-) (+) ) STROBE SPEAKER (+) (-) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE ? NAC -4. 2 NAC -3 ;NAC -2 2 NAC -1 SPEAKER STROBE OR STROBE ONLY R E 0 SPEAKER/STROBE 4S DEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) .TO NEXT DEVICE OR END ;OF LINE I; TO NEXT DEVICE OR END LINE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER6TIN1 TEMPERATI!RE: +32' F (0' C TO 100 F 38' C) HUMIDITY 9 % 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 APPUCATIONS 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 DEVICEF- >( ) DATA OUT 1 > (+) DATA OUT )r HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID ---- . CEILING - SPEAKER SUPPORT BRIDGE HARD LID 4' SQUARE DEEP BOX N WITH 1-1/2' EXTENSI❑N --- CEILING MOUNTED SPEAKER/STROBE r 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-49.90 (206) 622-6545 J uJ RELEASE/REVISIONS REV. BY: I z a DESCRIPTION SHOP DRAWINGS LU 5/9/08 I- 0 CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX ----..\ MOUNTED ON �•� CEILINGI FLEX \ / / / / / / / / JUNCTI❑N BOX' MOUNTED AGAINST CEILING SUPPORT 0 0 CO J CO Q 2Z ILI EEO cn ZZ UZ w =Q C_ CO LL CO D 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; z J 0 0 Z 0 Z E rr1 v, W 0 SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/09/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER:54484 j SHEET FA -02 C 101—C -.1k F.TTING:RaOh (1040) (TYP.) DRrAALL CEILING - • :.F. CP -Bo] Pc:2 DP•rtttALL. 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Ro2 la - • ; Ew••••••w;771-- ,.............,... - --- - ----- R'62 - ---- --- - - -- ''',:-/••' .R:52 - -- -- • ...4 , • • - i ;;,,,-..................- -4,,......,..;=....,................... . i f" , . . -f• ...........,..... ......... —.7........„.....;:12 , rag 2322GSS , — ------- ----- ---------- — ---- — i 1 j / 1.-- PREFAB ... r ING BEAM PREFAB. CEIL/NG BEAN 0 z 1011-6-- 501-9" / V--- RE -SANN NOOD PLANK CEILING; AN D BOX', BEAN .ASSEM/3LY SEE GlA.2 (TYP) AERIE FIRE ALARM SYSTEM FLOOR PLAN SCALE 118R.71' 7. .;" E/A.2.7 (TT?) E: ) L. L " AC FAC I_ BF; APO I ESS P URED - PANE STriAl-T1 BY G.C. 'LAG OTIFS: 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, SIEvIENS HTRI-D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION 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 by Guardian Security Systems, Inc. All Rights: Reserved L ' ft3 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL -L(206) 622-6545 SE/REVISIONS LU -J UJ cr REV. BY: z < DESCRIPTION SHOP DRAWINGS DATE co o --,, 0) co co co 1'— <0) 25E 2:2: w cr:(:) :5E LLI IM CD < 44C 153: w cc0) g co D 0 0 LL >- cc w SCALE: 1/8'=1' DRAWN BY: LAN DERSON DESIGNED BY: R.VEZZANI DATE:5/09/08 BACKROUND PLAN PROVIDED BY: NUMBER:54484 J sy tII • • OMM M H 4" -7" .......... • II V. '1 kni k\I - -------- NORTH ‘VI ._. „A, 0 ----- V__ -.; \ \ \\ ‘k _ \;\ N, %`, \ \ \ • ‘k, `‘'s \ • ks") 11 0 • 0 0 0 '\ / J /0 44 It / • 'I 11 I. . rcifal: - AERIE WESTFIELD SOUTHCENTER MALL 17. SCALE 11374 75 C 30 C 15 C 75 C 75 C 75 EOL -S1 2S,2V FA -BOX EX FACP RISER DIAGRAM 11 • • TS D,1 21 SYSTEM CALCULATIONS 4 BATTERY SIZING CALCULATION PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER MALL Panel: AERIE Wire Resistance 1.62 Date: ay 9, 2008 CURRENT TOTAL= 1037 --- CIRCUIT: S1 - QTY 0 Device Type SET -MC @15CD Alarm Current 640 Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total Total Wire Resistance ( R ) 0.81 1 SET -MC @30CD SET -MC @75CD 98 98 ( WL * 2) * (R/ft) 175 875 SET -MC @110CD SET-HMC-C@115CD SET-HMC-C@177CD SET -HMC @135CD SET -HMC @185CD 233 318 445 318 445 Total Device Load, Amps (I) 1.04 (Total Cct Load) Voltage Drop ( E) (E= I *R) 19.56 (20.4 - E) 1 Z-MC@15CD 64 64 0 Z-MC@30CD 98 DEVICES= SET-MC-CW@110CD 7 233 TOTAL m A= 1037 12 250 19.56003 1037 PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER anti: AERIE - _ Wire ResiStatiCe 58. Date: May 9, 2008 CURRENT TOTAL= 10.8 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current 6 70.7V 1/8 1.8 Alarm Total 10.8 Wire Size Wire Length Voltage at EOL Circuit Total Total Wire Resistance ( R ) 2.58 ( WL * 2) * (R/ft) Total Device Load, Amps (I) 0.01 (Total Cct Load) Voltage Drop ( E ) 0.03 (E= I * R) EOL Voltage 20.37 (20.4 - E) 0. DEVICES= 6 TOTAL m A= 10.8 10.8 REV. BY: AERIE ! ' AERIE „ DESCRIPTION FACP ADD ONS , , , SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DATE 5/9/08 9 <<<<< • Current Load: Standby: Alarm: ',. Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total ,' Device Type Qty Amps Total Amps Total HFP-11, : 0.0022 0.0022 0.0023 AD2-P ; 1 0.0635 0.0635 0.064 0.064 Main System Board 1 0.03 0.03 0.030 0.030 HTR -R 2 0.009600 0.0096 0.021 0.042 ., SET -MC @15CD 0.064 HTRI-D , 0.001600 0.0035 4 SET -MC @30CD 1 0.098 0.098 ICP -B6 ,' 0.005 ! SET -MC @75CD ! 5 0.175 0.875 l,. SET -MC @110CD 0.233 SET-HMC-C©115CD 0.318 . ! SETHMC-C@135CD 0.318 . , 0.0731 Amps 0.106 Amps ! SET-HMC-C@185CD 0.445 ZR -MC @15CD 1 0.064 0.064 ,! Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours ZR -MC @3OCD 0.098 , L HCP ! 0.0015 Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours 0.03 Amps 1.067 Amps 25% Derating= 2.204 Amp -hours , Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours . !! Alarm Current Load: 1.067 Amps For 5 Minutes= 25% Derating= 0.090 1.012 Amp -hours Amp -hours . ! Total System Current Load: 2.204 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH : Total System Current Load: 1.012 Amp -hours ! ! Battery Pair to be Used: 12VDC Amp -hours 7AH 4 BATTERY SIZING CALCULATION PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER MALL Panel: AERIE Wire Resistance 1.62 Date: ay 9, 2008 CURRENT TOTAL= 1037 --- CIRCUIT: S1 - QTY 0 Device Type SET -MC @15CD Alarm Current 640 Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total Total Wire Resistance ( R ) 0.81 1 SET -MC @30CD SET -MC @75CD 98 98 ( WL * 2) * (R/ft) 175 875 SET -MC @110CD SET-HMC-C@115CD SET-HMC-C@177CD SET -HMC @135CD SET -HMC @185CD 233 318 445 318 445 Total Device Load, Amps (I) 1.04 (Total Cct Load) Voltage Drop ( E) (E= I *R) 19.56 (20.4 - E) 1 Z-MC@15CD 64 64 0 Z-MC@30CD 98 DEVICES= SET-MC-CW@110CD 7 233 TOTAL m A= 1037 12 250 19.56003 1037 PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER anti: AERIE - _ Wire ResiStatiCe 58. Date: May 9, 2008 CURRENT TOTAL= 10.8 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current 6 70.7V 1/8 1.8 Alarm Total 10.8 Wire Size Wire Length Voltage at EOL Circuit Total Total Wire Resistance ( R ) 2.58 ( WL * 2) * (R/ft) Total Device Load, Amps (I) 0.01 (Total Cct Load) Voltage Drop ( E ) 0.03 (E= I * R) EOL Voltage 20.37 (20.4 - E) 0. DEVICES= 6 TOTAL m A= 10.8 10.8 REV. BY: z 4 DESCRIPTION SHOP DRAWINGS DATE 5/9/08 9 <<<<< 11J fr u. VOLTAGE DROP CALCULATION . 6ALE: 1/8"=1' DRAWN BY: LAN DERSON DESIGNED. BY: R.VEZZANI DATE: 5/09/08 BACKROUND PLAN PROVIDED BY: , - . Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved JOB NUMBER:54484 } SHEET FA -04 N VICINITY MAP (Suite# 2751) SC:HLE: N I S 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 Class II Occupancy with 130 ft2 maximum soacina (.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 desinned for free7ina 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 8 — -- -1 EXISTING PIPE 12-401/2 s NEW PIPE 12-101/2 VIC1 TITY MAP DETAIL NOT TO SCALE RISER ROOM "A" DETAIL HYDRAULICS REFERENCE ONLY NOT TO SCALE REVISIONS ,1 DR2 b4 �gwb 9'-0 i + 0 ON -.1.-11 2-11'//z\\N 11 b/14 gwb@9t-6n / / / / / / / / / / / Os 1 6-9 /2 gwb@11'-0 -6 1 DR33333> 1 NI 1-10'/2,x+ -NO 0 gwb@11'-0 1 -6 co s X 9 Cfl 2Al fp -41/2 cl%+ �.A 4 a) ii101/i L_ o 10 ti� _I ti' N N 3-9- -111/?) /gwb@11' ) � fn Ip 1 NI_ 0 U1 5-8'/2 c ON �3' ti .1147# LJ l r N — 1'. V' Q 4 d sf 10'-0 AFF —�- CO � d 0 r 0 M O ea 2-51/2 9-1 1 06-101/: 1-6 1.0111/2 941/2 1‘1 H11;0 0.1,;1• I40 J1O 1 11 J im co NLA,' l O __V �'1'ti�+— ~ 3-9 t 1 d 1 0 1 r tIg ---{II SALES AREA IIVvII i CEILING '11'-0 o I 1.012 0 0-63 51/ 1.01:8! r 4 L9 9 C\1 3 9�` N _I Id� 1.0114:11001/2...r2.11 -6 01 m 9 ry 0 -11 TI 1 MINE INE e-- CO `- sf 10'-0 AFF `- 00r (0 f•-• J m 9 1 1 a 1 01 8-11 ti \:I I -- - ✓ - M o 10 1. (o)" SALES AREA CEILING 11'-0 C7 V 5401/2 i>) v 0-61/2 �y‘r) ■inpu• .� :::i �::a i�i::1•ilii ■■■nn ® i i:::■•••:iii:: eeep°�" ee "e @e...::e3-1 EeeeS eEeEEeeee@e9e: u ■ 'i:::7::__ :::::..■.■.. ■:::: ■■■■■.• a V V 0 0o 11/2 L-4� 125 r"2-4 071.01v r0 1 :1 gwb@9■-6" EXISTING ZONE `I7 4" MAIN I= 10-0 0.104 00N,� '—sf 10'-0 AFF —'— 3-4 v X 10-3 v_Oy -0I; le d� FLOOR PLAN SCALE: 1/8' = 1.-0' AERIE (#2751) - TI Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 11 5.6 Pendent 1/2 White 155°F REL F1 FR SSP APPROVAL: City of Tukwila 10-0 0-6 HYDRAULIC REFERENCE POINT R5415 45 5.6 Pendent White 155°F REL G4A CONCEALOR CONT. NO.: KS0338 Total = 56 DRAWN BY: Chris J Isaac HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 07/21/08 :TYPICAL FLEXABLE SPRINKLER CONNECTION: FLEXHEAD MOUNTING BRACKET PIPE NIPPLE : SPRINKLER BRANCHLINE _ FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID • SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL_ NOT TO SCALE FIG.B09 SWIVEL SWAY BRACE FITTING BRACE PIPE FIG. 1000 �"FAST CLAMP" SWAY BRACEATTACHMENT XVI KWIK R(N T (2114' EMBED LENGTH) LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE CO Lc) (9 FIG. 4A PIPE CLAMP FOR SWAY BRACE 318' KWIK BOLT (2 114' EMBED LENGTH) FIG. B09 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT BRACE PIPE bid NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE AERIE - TI Remote Area: Retail # 2751 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM /Fe for 1069 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: 211.10 GPM @ 41.13 PSI At time of Design 11'-0 CLG.=38.5% AREA REDUCTION Western States Fire Hanger No. 07C HILTI Kwik Bolt III Rod Coupling —� All Thread Rod eL Cut Rod Loth Rounded to Nearest Inch Swivel Ring Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and' A' Dlmenslon HANGER DETAIL NOT TO SCALE HANGER DETAIL NOT TO SCALE Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS /MINNEAPOLIS /PHOENIX /PORTLAND/RAPID CIN /ST. PAUL /SALT LAKE CITYISEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Aerie 2751 Southcenter Mall Tukwila,WA 98188 AERIE (#2751) - TI IY W z 0 Chris J Isaac 0 SHEET FP -1 OF 1 National Building Contrators CONTRACTOR. Hanger No. 01S Top Beam C -Clamp Steel I -Beam or Bar Joist Model 300 Michigan Top Beam C -Clamp i// or Equal ...41 with Lock Nut Rounded to Nearest Inch Q 1 ., 111 a Ali E. Thread e Rod I 11111 Swivel Ring ii,....„____} Pipe Note on Plan: Hanger Number end "A" Dimension HANGER DETAIL NOT TO SCALE Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS /MINNEAPOLIS /PHOENIX /PORTLAND/RAPID CIN /ST. PAUL /SALT LAKE CITYISEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Aerie 2751 Southcenter Mall Tukwila,WA 98188 AERIE (#2751) - TI IY W z 0 Chris J Isaac 0 SHEET FP -1 OF 1 National Building Contrators CONTRACTOR. 2656 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-200 08-S-151 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Aerie 2656 Southcenter Mall Permit No.: 08-S-151 Date: May 1, 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. taliai / rode fanulhng 28 April 2008 Chris Isaac Westem States Fire Protection 7102 -180th Ave NE, Suite A-105 Redmond, WA 98052 RE: Westfield Mall — Aerie (Suite #2751) Independent Third Party Review — Fire Sprinkler System Dear Chris: Tuazon Engineering, PLLC 4322 NE 7 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 appears the sprinkler system shown is part of Zone 17 fed from the West Riser Room. The following was reviewed: • Fire Sprinkler Drawings — Sheet FP1 dated 4/24/08 • Hydraulic Calculations dated 4/24/08 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. Show pipe diameters and lengths for all piping per NFPA 13 Para 22.1.3(19). Maintain 1 1/2 diameter branchlines throughout to match hydraulic calculations. 2. Provide Washington State fire sprinkler certificate of competency stamp on the drawing and calculations. 3. 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 701101G111G111G rotedion / Code Consulting 4322 NE 7th Street Invoice Renton, WA 98059 Date Invoice # 425-917-1683 phone 425-917-1705 fax 4/28/2008 1630 Bill To Western States Fire Protection Attn: Chris Isaac 7102 - 180th Ave NE, Suite A-105 Redmond, WA 98052 P.O. No. Terms Project 2008.29 Westfield Aerie (#2751) Item Description Fee Prior Prior % Curr % Total % Amount FP Engine... 3rd Party FPE Review per City of 250.00 100.00% 100.00% 250.00 Tukwila Tax ID 536-68-5759 Total $250.00 Balance Due $250.00 1 Hydraulic Overview Job Number: KS0338 Report Description: Ordinary Group II Job Job Number Design Engineer KS0338 Chris J Isaac Job Name Phone FAX Aerie 425.881.0100 425.881.3030 Address 1 State Certification/License Number 2751 Southcenter Mall WESTESF136QF Address 2 AHJ City of Tukwila City State Zip Code Job Site Tukwila WA 98188 Expansion System Density Area of Application 0.20gpm/ft2 922.50ft2 (Actual 928.58ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K -Factor 20.00 at 12.755 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 100.00ft2 10 System Pressure Demand System Flow Demand 48.736 211.10 Total Demand Pressure Result 461.10 @ 48.736 +90.919 (65.1%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(gpm) Static(Dsi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(opm) 1 10900.00 250.00 140.000 20.000 AERIE -Zone T7.cad Supply at Node 1 (10900.00, 250.00, 140.000, 20.000) ; � 150 ..,.1 =Static. 1 1 Pressure 1 I 140.000 135 120 Ili -.y. — 105 _ 90 a 12- 75 w w a 60 461.10 wi h hose streams 45 -21 —I .10t48.736 30 System demand curve 10900.00 @ 20.0002k 15 �Wtl1111111111111111111111111111111111 111111111 111111111 111111111 111111111 0 1930d005500 6600 7700 8800 9900 11000 Water flow, gpm (M ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:11 AM Page 1 4 i iY Hydraulic Summary 1 Job Number: KS0338 Report Description: Ordinary Group II Job Job Number KS0338 Job Name Aerie Address 1 2751 Southcenter Mall Address 2 City State Zip Code Tukwila WA 98188 Design Engineer Chris J Isaac State CenficatimaLicense Number WESTESF136QF AHJ City of Tukwila Job Site Expansion Drawing Name AERIE -Zone T7.cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.755 Hose Alkwance Al Source 250.00 Additional Hose Supplies Node Flow(apml Occupancy Ordinary Group II Density Area of Application 0.20gpm/ft2 922.50ft2 (Actual 928.58ft2) Number 01 Sprinkles Calculated Coverage Per Sprinkler 10 100.00ft2 Total Hose Streams 250.00 System Flow Demand Total Wali RegWred pncdWeg Hose Alkwance) 211.10 461.10 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 13.07 between nodes 238 and 160 Maximum Velocity Under Ground 0.80 between nodes 1 and 494 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 3500.60gal 0.84ft3 ) i i ' '..litil A 111:74:1111 '1 4w'iiill •11 ��' ` • Nr� � _' I / ,.. 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 10900.00 139.655 461.10 48.736 90.919 Contractor Contractor Number KS0338 Contractor Name Western States Fire Protection (Redmond) Address 1 7102 180th Ave NE, Suite A-105 Address 2 City State Zip Code Redmond WA 98052 Contact Name Contact Title Chris J Isaac Designer Phone Extension (425)881-0100 FAX (425)881-3030 E-mail chris.isaac@wsfp.us Web -Site k ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:13AM Page 2 Summary Of Outflowing Devices 1 Device Actual Flow (gpm) Job Number: KS0338 Report Description: Ordinary Group II Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler c Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 103 101 110 104 102 111 106 105 107 108 Most Demanding Sprinkler Data 20.39 20.00 22.99 20.47 20.08 23.18 20.71 20.69 21.23 21.37 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 13.251 12.755 16.853 13.362 12.861 17.130 13.678 13.646 14.370 14.565 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:13AM Page 3 4:11 Node Analysis 1 Job Number: KS0338 Report Description: Ordinary Group 11 Node Elevation(Foot) 69 15- 71 15-8 75 15-8 81 15-8 83 15-8 85 15-8 109 15-8 134 17-3 136 18-6 137 15-8 138 17-3 150 15-8 157 15-8 160 15-8 244 15-8 250 15-8 238 15-8 242 15-8 316 17-10 446 -16-1 452 -16-1 494 -12-4 103 11-0 101 11-0 110 11-0 104 11-0 102 11-0 111 11-0 106 11-0 105 11-0 107 11-0 108 11-0 1 -22-0 Fittings PO(5-0) PO(5-0) PO(5-0) PO(5-0) PO(5-0) PO(5-0) PO(5-0) PO(26-4) fE(8-11%) fE(8-11 %7) fE(8-11'/) PO(5-0) PO(5-0) PO(5-0)_ PO(8-0) PO(8-0) PO(8-0) 2P0(8-0) 2P0(43-1) BFP(-5.000) Spr(-13.251) Spr(-12.755) Spr(-16.853) Spr(-13.362) Spr(-12.861) Spr(-17.130) Spr(-13.678) Spr(-13.646) Spr(-14.370) Spr(-14.565) S Pressure(psi) Discharge(gpm) 15.858 15.144 20.828 15.803 15.284 21.033 15.782 23.613 23.476 23.940 23.469 16.440 16.666 17.657 21.924 21.822 21.741 21.723 25.504 40.835 41.129 44.510 13.251 12.755 16.853 13.362 12.861 17.130 13.678 13.646 14.370 14.565 48.736 20.39 20.00 22.99 20.47 20.08 23.18 20.71 20.69 21.23 21.37 211.10 (MJ ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:14AM Page 4 1 it Hydraulic Analysis Job Number: KS0338 Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Pn Friction Loss Length Pressure Fittings Eq. Length Summary Total Length a Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 24-10 Pf 4.403 101 11-0 q=20.00 K=5.6 12.755 Spr(-12.755) 9-0 Pe -2.014 71 15-8 15.144 2E(2-0), PO(5-0) 33-10 Pv BL 1.610 0=20.00 3.15 C=120 0.016155 8-8 Pf 0.140 71 15-8 15.144 Pe 83 15-8 15.284 8-8 Pv BL 1.610 Q=40.08 6.32 C=120 0.058464 8-6 Pf 0.498 83 15-8 15.284 Pe 109 15-8 15.782 8-6 Pv BL 1.610 0=60.79 9.58 C=120 0.126342 7-0 Pf 0.884 109 15-8 15.782 Pe 157 15-8 16.666 7-0 Pv BL 1.610 Q=82.02 12.93 C=120 0.219.877 11-0 Pf 5.057 157 15-8 16.666 12-0 Pe 242 15-8 21.723 2LtE(2-0), PO(8-0) 23-0 Pv CM 4.260 Q=82.02 1.85 C=120 0.001924 9-5 Pf 0.018 242 15-8 21.723 Pe 238 15-8 21.741 9-5 Pv CM 4.260 Q=164.94 3.71 C=120 0.007006 11-6 Pf 0.081 238 15-8 21.741 Pe 250 15-8 21.822 11-6 Pv CM 4.260 0=187.93 4.23 C=120 0.008919 11-6 Pf 0.103 250 15-8 21.822 Pe 244 15-8 21.924 11-6 Pv CM 4.260 0=211.10 4.75 C=120 0.011060 173-3 Pf 2.015 244 15-8 21.924 8-11% Pe 137 15-8 23.940 fE(8-11'A) 182-2'h Pv RN 4.260 0=211.10 4.75 C=120 0.011060 1-7 Pf 0.216 137 15-8 23.940 fE(8-11 %Z) 17-11 Pe -0.686 138 17-3 23.469 fE(8-11 Y2) 19-6 Pv CM 4.260 0=211.10 4.75 C=120 0.01.1060 13-1 Pf 0.145 138 17-3 23.469 Pe 134 17-3 23.613 13-1 Pv RN 4.260 Q=211.10 4.75 C=120 0.011060 1-3 Pf 0.404 134 17-3 23.613 P0(26-4) 35-3% Pe -0.542 136 18-6 23.476 fE(8-11 %2) 36-6% Pv CM 4.260 Q=211.10 4.75 C=120 0.011060 139-5 Pf 1.740 136 18-6 23.476 17-11 Pe 0.289 316 17-10 25.504 2fE(8-11%) 157-4 Pv CM 6.357 0=211.10 2.13 C=120 0.001574 180-10 Pf 0.627 316 17-10 25.504 217-5% Pe 14.704 446 -16-1 40.835 12fE(12-7), BV(12-7), fE(10-0), 398-3% Pv CV(40-3), GV(3-9'/) BL 8.329 0=211.10 1.24 C=120 0.000422 17-10 Pf 0.294 446 -16-1 40.835 P0(43-1) 678-3% Pe -0.000 452 -16-1 41.129 2fE(16-0), 14P0(43-1) 696-1%Pv MS 10.020 0=211.10 0.86 C=120 0.000172 20-2 Pf 5.015 452 -16-1 41.129 67-0 Pe -1.635 494 -12-4 44.510 3LtE(16-0), BV(19-0), BFP(-5.000) 87-2 Pv UG 10.400 0=211.10 0.80 C=140 0.000108 112-10''A Pf 0.027 494 -12-4 44.510 137-11,4 Pe 4.200 1 -22-0 48.736 4LtE(25-6), 2EE(17-6'%), S 250-0 Pv a Route 2 DR 1.049 0=20.08 7.46 C=120 0.131133 24-10 Pf 4.437 102 11-0 q=20.08 K=5.6 12.861 Spr(-12.861) 9-0 Pe -2.014 83 15-8 15.284 2E(2-0), PO(5-0) 33-10 Pv a Route 3 DR 1.049 0=20.39 7.57 C=120 0.134807 25-9''A Pf 4.420 103 11-0 q=20.39 K=5.6 13.251 Spr(-13.251) 7-0 Pe -2.014 69 15-8 15.658 E(2-0), PO(5-0) 32-9% Pv BL 1.610 0=20.39 3.21 C=120 0.016736 8-8 Pf 0.145 69 15-8 15.658 Pe 81 15-8 15.803 8-8 Pv BL 1.610 Q=40.86 6.44 C=120 0.060566 10-6% Pf 0.637 81 15-8 15.803 Pe 150 15-8 16.440 10-6% Pv BL 1.610 0=61.54 9.70 C=120 0.129237 9-5 Pf 1.217 150 15-8 16.440 Pe 160 15-8 17.657 9-5 Pv BL 1.610 0=82.91 13.07 C=120 0.224325 6-21/2 Pf 4.084 160 15-8 17.657 12-0 Pe 238 15-8 21.741 2LtE(2-0), PO(8-0) 18-2'% Pv (, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:14AM Page 5 4 Hydraulic Analysis r Job Number: KS0338 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length .•• Route 4 DR 1.049 0=20.47 7.60 C=120 0.135850 25-9% Pf 4.455 104 11-0 q=20.47 K=5.6 13.362 Spr(-13.362) 7-0 Pe -2.014 81 15-8 15.803 E(2-0), PO(5-0) 32-91/2 Pv as Route 5 DR 1.049 Q=20.69 7.68 C=120 0.138522 27-8''A Pf 4.808 105 11-0 q=20.69 K=5.6 13.646 Spr(-13.646) 7-0 Pe -2.014 150 15-8 16.440 E(2-0), PO(5-0) 34-8Y: Pv a Route 6 DR 1.049 0=20.71 7.69 C=120 0.138815 24-8 Pf 4.118 106 11-0 q=20.71 K=5.6 13.678 Spr(-13.678) 5-0 Pe -2.014 109 15-8 15.782 P0(5-0) 29-8 Pv 4 Route 7 DR 1.049 0=21.23 7.88 C=120 0.145299 24-8 Pf 4.311 107 11-0 q=21.23 K=5.6 14.370 Spr(-14.370) 5-0 Pe -2.014 157 15-8 16.666 P0(5-0) 29-8 Pv Route 8 DR 1.049 0=21.37 7.93 C=120 0.147124 27-8'A Pf 5.106 108 11-0 q=21.37 K=5.6 14.565 Spr(-14.565) 7-0 Pe -2.014 160 15-8 17.657 E(2-0), PO(5-0) 34-8% Pv Qp Route 9 DR 1.049 0=22.99 8.53 C=120 0.168380 28-7 Pf 5.989 110 11-0 q=22.99 K=5.6 16.853 Spr(-16.853) 7-0 Pe -2.014 75 15-8 20.828 E(2-0), PO(5-0) 35-7 Pv BL 1.610 Q=22.99 3.62 C=120 0.020904 35-6'/ Pf 0.994 75 15-8 20.828 12-0 Pe 0.000 250 15-8 21.822 2LtE(2-0), PO(8-0) 47-6% Pv • Route 10 DR 1.049 0=23.18 8.60 C=120 0.170943 27-7'h Pf 5.917 111 11-0 q=23.18 K=5.6 17.130 Spr(-17.130) 7-0 Pe -2.014 85 15-8 21.033 E(2-0), PO(5-0) 34-7% Pv BL 1.610 0=23.18 3.65 C=120 0.021222 30-0 Pf 0.891 85 15-8 21.033 12-0 Pe 244 15-8 21.924 2LtE(2-0), PO(8-0) 42-0 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier II Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 / Actual Inside Diameter ) 4 87 = Factor l Schedule 40 Steel Pipe Inside Diameter Liv ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.1.32 04/24/2008 10:58:14AM Page 6 Hydraulic Analysis 1 Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: KS0338 Report Description: Ordinary Group II Velocity HWC K -Factor Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b Ba1V BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 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 113/4° Elbow 22% 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 Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PTV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (d, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10: 58:14AM Page 7 Hydraulic Graph 1 Job Number: KS0338 Report Description: Ordinary Group II ©M.E.P.CAD, Inc. ;i AutoSPRINK® VR5 v5.1.32 04/24/2008 10: 58:15AM Page 8 Supply at Node 1 150 -Static Pressure 140.000 135 120 105 90 2. 75 (A - N y N a_ - - 60 _461.10 2 1.10@48.736 with hose streams 45 30 -System demand curve 10900.00 @ 20.000, 15 111111111 1111111 1 1 1 1 1 1 1 1 1 1 1 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 1 L 1 1 1 1 11 111111 11 I 0 pblJ1111IlIIl 2200 3300 4400 5500 660011000 7700 Water flow, gpm 8800 9900 Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 © 20.000 Available PressureTime of Test 139.655 © 461.10 System Demand 211.10 @ 48.736 System Demand (Including Hose Allowance) 461.10 @ 48.736 ©M.E.P.CAD, Inc. ;i AutoSPRINK® VR5 v5.1.32 04/24/2008 10: 58:15AM Page 8 Flow Diagram (Top View) Job Number: KS0338 Report Description: Ordinary Group 11 fit, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/24/2008 10:58:16AM Page 9 mik arriOrli ;� �;rt +�_ -oil ,r.1► lr,t �'1 /11 1 _1 •�' _�.1� 't1�F5 =il �`: ii1iil>��a ,VICINITY MAP (Suite# 2751) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads new upright heads and bianchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Class II Occupancy with 130 ft2 maximum spacing (.20 density usedin 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 oni in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. CITEMIU EXISTING PIPE Oa ;OW NEW PIPE EXISTING ZONE T7 4" MAIN VICINITY MAP DETAIL NOT TO SCALE RISER ROOM "A" DETAIL, HYDRAULICS REFERENCE OMX NOT TO SCALE SYMBOL LEGEND REVISIONS t® tai Inn I® ® meta 2-51/2 9-1 1-6 Ordinary Group II.0.20gpm/ft2 for 922.50ft2 EXISTING ZONE T7 4" MAIN ® ®Ira its t'®on mos otax act4 • '/21 -0 10-0 0-6 . , -I + <> , ..,,,, ____, , „. , E O o r r�1,vb. p SALESAREA CEILING 11'-0 ' •..et N r 0 e- N -Yfi, s FNr FLOOR PLAN SCALE: 118' =,'-0' AERIE (#2751) - TI 1/8" = 1'-0 Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN 4 -WAY EARTHQUAKE BRACE R3615 QTY. 11 K SPRAY 5.6 Pendent ORIF. w FIN. White TEMP. MFR./MODEL AERIE - TI Remote Area: Retail # 2751 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 occuPANcvcLAss ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM /Ftzfor 1069 Ft, SPRINKLER Reliable Model G4A ORIFICE 112" K. 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REOLnRES; 211.10 GRA@ 41.13 PSI ■name wwm.�ev�•^'- .... „.�. ,.�•, • At time of Design 111-0 CLG.=38.5% AREA REDUCTION APPROVAL: City cif Tukwila 155°F REL F1 FR SSP HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT R5415 45 5.6 Pendent %' White 155°F REL G4A CONCEALED Total = 56 CONT. NO.: q0338 DRAWN BY: Chris J.Isaac SPRK..ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 04/30/08 TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD i'::'i i;<r';`'<r;:: r;..`:: r':• ;;: SPRINKLER' BRANCHLINE LEXABLE IN STANDARD LENGTHS SUSPENDED T BAR GRID SPRINKLER HEAD FLEXHEAD DETAIL NOT TO SCALE .1 FWIVEEIL SWAY C ER BRACE FITTING BRACE PIPE Sti KWIK BOLT 12114' EMBED LENGTH) FIG. WO'"FAST CLAMP" SWAY BRACE ATTACHMENT UNE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE 11� F10.BOS — O NO -THREAD SWIVEL SWAY BRACE ATTACHMENT V10. 4A 9I11' MIK BOLT (21A' EMBED LENGTH) PIPE CLAMP FOR SWAY BRACE BRACE PIPE LATERAL BRANCHLINE RESTRAINT B NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: HangerNumber end 'A Dimension HANGER DETAIL NOT TO SCALE Hanger No. 015 Top Beam C -Clamp Steel I•Beam or Model 300 Michigan TopEqual Beam C•Clemp or with Lock Nut Bar Joist Rounded to ■ Nearest Inch ;'" Swivel Rin /14, All Rod Pipe Note on Plan: Hangar Number and'A Dimension TUKWILA FIRE DEPAR M"ItOPlease call: 575-440Z SCALE and give this job No. . -S—IS and exact address for shuts down or restoration aoorovet; HANGER DETAIL Western States Fire Protection Company 7102190th AVE NE, STE A-'105- REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN! DALLAS/ DECATJR !DENVER/DULOTH /HOUSTON I KANSAS CITY LAS VEGAS/ MINNEAPOLIS /PHOENIX/ PORTLAND / RAPID CITY / ST. PAUL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax:425-881-3030 Wthcl:;. , i)il'nvitt, in I'::,t T P;; >•i..s;:�; d Leber ti I he . ;.; ;, t,.l ,r:1.. _:t rr.: ri:.. •.,,iby Tho Tukwila Fire ! �C 'J: f i.;;! ,•:!f . U . ,i C:.,..'.,., I C..':,,i h current citV t;i i.i :urs and of adopted for the Lk.(il�ii.h.,i i_, .!i•. , a'., .. '1};. .. UrFsL°dings atter thl .... `.'.',. ...,: y : .. c . :.:li',.' ind require a I• rrsubnuiL of id1%i:; `Ct (.Ir< ;/J iii far ,:ubsequentapproval Final acceptance is subject to field test and inspection b Thi Tukwila Fire Prevention Bureau. By: At"-i �� ' • Date: S It HCOUCE a) !v!1° d p ust inspect � t before pipe is hung. Do not paint piping prior to hydrostatic test PIA II a44, c Aerie t:; 302008 �¢ Southcenter MaII Tukvrile Fire Tukwila,WA 98188 4 z 81 l AERIE (#2751) - TI Building Contrators co 0 z 0 U SHEET FP -1 L OF r \ IRE TE TUKWILA, WASHINGTOIV SHEET INDEX SHEET \UIV3ER S EET TITLE FA -01 FA -02 FA -03 SYSTEM TYPICAL FI I\FO ALA AT 10\ DETAILS - WRI\G A\3 MOU\TI\G � fV SYSTEM FLOO PLA FA -04 SYSTEM/ CALCULATIO\S (c E\ERAL), MISER, SITE PLA\ �j VVithout Comments As Noted in Red Per The Aitached Letter ❑. i nese plans tsav, ; b,c,4n ; , ,,,it: ,q,:, by The Tui v°:ita Fire Prevention Bureo:. ,-:r rc: for(icrscw with current city Istandards. i:r;;e noz; ,4 = _:r, to ei'rcrs ail d 1 omissions w1.•rh 0.3 •...-.L:Cr-,:..!ry vi.-.( ti ns of adopted stanch-Nos)n:: b ,- for the ,.. adadequacyvi Ct. � :i•;'i.- •;'t'+i< ti,°�'lt+l ;. .icy Ci::S;gf6er. Additions,d::; , ' i.] . x r )-<:"::. tc these drawings atter- this tterthis date wiil vc:o :r;=::.a...c piance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. Date: -57157"-OS By: ruccwI A FIRE DEPART! Please call: 575-440Z .."" and give this job 110. and axact address for shuti down or rest:;ration approval; a 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 L❑❑P TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR. RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATI❑N LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.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. SHIELDED WIRE TO BE GROUNDED AT POINT 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, LOCALCODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUI.T, WIRE,. FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS QERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUN:TED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLE,TS.; 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" PURPd$ES. I.II, 9. 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:HN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL ;NOT, BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARA TECHNICIAN. 11. ALL HORN/STROBE AND STROBE`iDEVICES SHALL BE MOUNTED Al;A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED: CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT /18" A.F.F. TO THE ACTIVATION DEVICE. QUANTITY SYMBOL; DESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA BPS''s FIRE ALARM SDD-C REMOTE ANNUNCIATOR REMOTE BOOSTER PAD -3 POWER SUPPLY SIEMENS PEOVIDED 66" A.F.F. TO TOP SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN. FIELD z Ptui ca z ca FAX (206) 628-4990 w 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD .DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM. DEDICATED CIRCUITS FROM THE EMERGENCY -- GENERATOR. - 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL- NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR• REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO :BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN.: CONDUCTORS AND. OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM -RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS .MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT. IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY,. ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN'; THE-; OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF: THE CABLES FROM PHYSICAL DAMAGE:' THE:RECOMMENDED:MINIMUM SEPARATION TO PREVENT PHYSICAL` DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY;, AND 1:22 M (4 FT) WHERE THE CABLE IS INSTALLED. HCP! HZM. DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD VERIFY IN FIELD REMOTE CONVENTIONAL HZM ZONE MODULE LINEAR BEAM o SMOKE DETECTOR 1 SIEMENS 4S DEEP VERIFY IN FIELD PBA -1191 SIEMENS SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE DUCT SMOKE DETECTOR 6 HEAT DETECTOR (ADDRESSABLE) AD2-P W/ SIEMENS TSM MODULE HFPT-11 W/ SIEMENS DB -11 BASE PROVIDED 4S DEEP W/ 1G RING VERIFY IN FIELD CEILING DUCT HOUSING VERIFY IN FIELD 4S DEEP W/ 1G RING CEILING E, C FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM L FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM STROBE • :(CEILING MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING MR FA JBOX FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) FIRE ALARM SPEAKER • (WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. RE IREV. BY: NVI DESCRIPTION SHOP DRAWINGS • DATE 0 0) L. 2 aaaaa FIRE ALARM STROBE (WEATHERPROOF) MULTI -VOLTAGE CONTROL RELAY MAGNETIC DOOR HOLDER SET -CW SIEMENS FIRE ALARM TERMINAL CABINET JUNCTI❑N BOX SET -W SIEMENS SET -S17 -WP SIEMENS MR -201 /C F.B.O. F.B.O. F.B.❑, 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX W/ 1-1/2" EXT. MT -SUR -BOX 1/2" PIPE AIR PRODUCTS 4S BOX F.B.O. F.B.O. F.B.O. F.B.O. F.B.O. N/A 80" A.F.F. TO BOTTOM VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD ABOVE FINISHED` FLOOR FURNISHED BY OTHERS CO J T Q CO z WO cr.W �ZZ L ��a 4C Q CCCOCM 0 1 -- WP; RED GREEN BLUE UNLESS OTHERWISE NOTED WEATHERPROOF DEVICE AS BUILT ADD OR CHANGE AS BUILT REMOVE AS BUILT NOTES TO CAD N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A RECEIVED' MAY 13 20081 Tuk Z 0 0 Z UmI 1." (I) >11 (1) �CALEi 1 /8"=1' DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE:5/09/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER:54484 J SHEET ri• ht 2006. b Guardian Securit S stems, Inc. All Ri• hts. Reserve 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 1+ DUCT DETECTOR LOCATION 0 0 FROM XLS CONTROL PANEL OR + PREVIOUS ADDRESSABLE DEVIC' 0 END OF LINE DEVICE(3.6K 1/4W) «- ) 0 SUPERVISED SWITCH GROUND 0 �t- cc) HTRI—R STATUS LED CO n CO 0 0 0- N.O. J - COM N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL `ABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE[ DEVICE + TO NEXT ADDRESSABLEf DEVICE L _ NOTE 1: VOLTAGE MAX, - CURRENT MAX. - CONT. RES. MAX. - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN, LINE SIZE- OUTLET SAMPLING TUBE INLET SAMPLING :TUBE AT:LEAST •;SIX' DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE MUSIC }AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING' TO NEXT ADDRESSABLE DEVICE f(+) STOP IF LAST DEVICE (-) FROM XLS CONTROL PANEL OR 1") PREVIOUS PREVIOUS ADDRESSABLE DEVICE (-) RELAY CONTACTS (4.OA @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 r1A DURING POLLING 10 OHMS 200 FT, (18 AWG) 0,02uF 0,04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE DETECTI❑N. 0 + I00I TB1 0 0 0 0 23456 TB2 C D m 0ct +-\+- 6 5 4 3 2 1 0 0 END OF LINE DEVICE (3.6K 1/4W) SUPERVISED SWITCH GROUND 0 a m CV O O HTRI—D OSTATUS LED 00 0 0 NOT USED;,' CD 0 END OF T\ LINEDEVICE 3.6K 1/4W) 0 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEi SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 CND- N AC 0 0 0 .1_ PAD -3 0 00 0 INPUT)- '.INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1-. 1 2+ 2- 2 NC C NO + - + - + - + - + - 162 0 0 0 0 0 00 0 0 0 0 a 0 a 24K + TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE UPERVISED WITCH f ( FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE + DEVICE LOOP NOT USED REMOTE y_ DEVICE LOOP 0 0 0 0 0T FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY C'S' CABLE) FROM FACP (VOICE CIRCUIT) ('V' CABLE) 470 OHMS EOL 0 IC INPU 9 9 TS M-1 O 0 0 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL STROBE) SPEAKER (+) (-) EARTH GROUND �(+)TO NEXT,DEVICE OR I >(-) STOP IF LAST DEVICE ( STROBE-) (+) ) STROBE SPEAKER (+) (-) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE ? NAC -4. 2 NAC -3 ;NAC -2 2 NAC -1 SPEAKER STROBE OR STROBE ONLY R E 0 SPEAKER/STROBE 4S DEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) .TO NEXT DEVICE OR END ;OF LINE I; TO NEXT DEVICE OR END LINE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER6TIN1 TEMPERATI!RE: +32' F (0' C TO 100 F 38' C) HUMIDITY 9 % 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 APPUCATIONS 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 DEVICEF- >( ) DATA OUT 1 > (+) DATA OUT )r HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID ---- . CEILING - SPEAKER SUPPORT BRIDGE HARD LID 4' SQUARE DEEP BOX N WITH 1-1/2' EXTENSI❑N --- CEILING MOUNTED SPEAKER/STROBE r 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-49.90 (206) 622-6545 J uJ RELEASE/REVISIONS REV. BY: I z a DESCRIPTION SHOP DRAWINGS LU 5/9/08 I- 0 CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX ----..\ MOUNTED ON �•� CEILINGI FLEX \ / / / / / / / / JUNCTI❑N BOX' MOUNTED AGAINST CEILING SUPPORT 0 0 CO J CO Q 2Z ILI EEO cn ZZ UZ w =Q C_ CO LL CO D 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; z J 0 0 Z 0 Z E rr1 v, W 0 SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/09/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER:54484 j SHEET FA -02 C 101—C -.1k F.TTING:RaOh (1040) (TYP.) DRrAALL CEILING - • :.F. CP -Bo] Pc:2 DP•rtttALL. 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Ro2 la - • ; Ew••••••w;771-- ,.............,... - --- - ----- R'62 - ---- --- - - -- ''',:-/••' .R:52 - -- -- • ...4 , • • - i ;;,,,-..................- -4,,......,..;=....,................... . i f" , . . -f• ...........,..... ......... —.7........„.....;:12 , rag 2322GSS , — ------- ----- ---------- — ---- — i 1 j / 1.-- PREFAB ... r ING BEAM PREFAB. CEIL/NG BEAN 0 z 1011-6-- 501-9" / V--- RE -SANN NOOD PLANK CEILING; AN D BOX', BEAN .ASSEM/3LY SEE GlA.2 (TYP) AERIE FIRE ALARM SYSTEM FLOOR PLAN SCALE 118R.71' 7. .;" E/A.2.7 (TT?) E: ) L. L " AC FAC I_ BF; APO I ESS P URED - PANE STriAl-T1 BY G.C. 'LAG OTIFS: 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, SIEvIENS HTRI-D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION 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 by Guardian Security Systems, Inc. All Rights: Reserved L ' ft3 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL -L(206) 622-6545 SE/REVISIONS LU -J UJ cr REV. BY: z < DESCRIPTION SHOP DRAWINGS DATE co o --,, 0) co co co 1'— <0) 25E 2:2: w cr:(:) :5E LLI IM CD < 44C 153: w cc0) g co D 0 0 LL >- cc w SCALE: 1/8'=1' DRAWN BY: LAN DERSON DESIGNED BY: R.VEZZANI DATE:5/09/08 BACKROUND PLAN PROVIDED BY: NUMBER:54484 J sy tII • • OMM M H 4" -7" .......... • II V. '1 kni k\I - -------- NORTH ‘VI ._. „A, 0 ----- V__ -.; \ \ \\ ‘k _ \;\ N, %`, \ \ \ • ‘k, `‘'s \ • ks") 11 0 • 0 0 0 '\ / J /0 44 It / • 'I 11 I. . rcifal: - AERIE WESTFIELD SOUTHCENTER MALL 17. SCALE 11374 75 C 30 C 15 C 75 C 75 C 75 EOL -S1 2S,2V FA -BOX EX FACP RISER DIAGRAM 11 • • TS D,1 21 SYSTEM CALCULATIONS 4 BATTERY SIZING CALCULATION PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER MALL Panel: AERIE Wire Resistance 1.62 Date: ay 9, 2008 CURRENT TOTAL= 1037 --- CIRCUIT: S1 - QTY 0 Device Type SET -MC @15CD Alarm Current 640 Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total Total Wire Resistance ( R ) 0.81 1 SET -MC @30CD SET -MC @75CD 98 98 ( WL * 2) * (R/ft) 175 875 SET -MC @110CD SET-HMC-C@115CD SET-HMC-C@177CD SET -HMC @135CD SET -HMC @185CD 233 318 445 318 445 Total Device Load, Amps (I) 1.04 (Total Cct Load) Voltage Drop ( E) (E= I *R) 19.56 (20.4 - E) 1 Z-MC@15CD 64 64 0 Z-MC@30CD 98 DEVICES= SET-MC-CW@110CD 7 233 TOTAL m A= 1037 12 250 19.56003 1037 PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER anti: AERIE - _ Wire ResiStatiCe 58. Date: May 9, 2008 CURRENT TOTAL= 10.8 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current 6 70.7V 1/8 1.8 Alarm Total 10.8 Wire Size Wire Length Voltage at EOL Circuit Total Total Wire Resistance ( R ) 2.58 ( WL * 2) * (R/ft) Total Device Load, Amps (I) 0.01 (Total Cct Load) Voltage Drop ( E ) 0.03 (E= I * R) EOL Voltage 20.37 (20.4 - E) 0. DEVICES= 6 TOTAL m A= 10.8 10.8 REV. BY: AERIE ! ' AERIE „ DESCRIPTION FACP ADD ONS , , , SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DATE 5/9/08 9 <<<<< • Current Load: Standby: Alarm: ',. Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total ,' Device Type Qty Amps Total Amps Total HFP-11, : 0.0022 0.0022 0.0023 AD2-P ; 1 0.0635 0.0635 0.064 0.064 Main System Board 1 0.03 0.03 0.030 0.030 HTR -R 2 0.009600 0.0096 0.021 0.042 ., SET -MC @15CD 0.064 HTRI-D , 0.001600 0.0035 4 SET -MC @30CD 1 0.098 0.098 ICP -B6 ,' 0.005 ! SET -MC @75CD ! 5 0.175 0.875 l,. SET -MC @110CD 0.233 SET-HMC-C©115CD 0.318 . ! SETHMC-C@135CD 0.318 . , 0.0731 Amps 0.106 Amps ! SET-HMC-C@185CD 0.445 ZR -MC @15CD 1 0.064 0.064 ,! Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours ZR -MC @3OCD 0.098 , L HCP ! 0.0015 Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours 0.03 Amps 1.067 Amps 25% Derating= 2.204 Amp -hours , Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours . !! Alarm Current Load: 1.067 Amps For 5 Minutes= 25% Derating= 0.090 1.012 Amp -hours Amp -hours . ! Total System Current Load: 2.204 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH : Total System Current Load: 1.012 Amp -hours ! ! Battery Pair to be Used: 12VDC Amp -hours 7AH 4 BATTERY SIZING CALCULATION PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER MALL Panel: AERIE Wire Resistance 1.62 Date: ay 9, 2008 CURRENT TOTAL= 1037 --- CIRCUIT: S1 - QTY 0 Device Type SET -MC @15CD Alarm Current 640 Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total Total Wire Resistance ( R ) 0.81 1 SET -MC @30CD SET -MC @75CD 98 98 ( WL * 2) * (R/ft) 175 875 SET -MC @110CD SET-HMC-C@115CD SET-HMC-C@177CD SET -HMC @135CD SET -HMC @185CD 233 318 445 318 445 Total Device Load, Amps (I) 1.04 (Total Cct Load) Voltage Drop ( E) (E= I *R) 19.56 (20.4 - E) 1 Z-MC@15CD 64 64 0 Z-MC@30CD 98 DEVICES= SET-MC-CW@110CD 7 233 TOTAL m A= 1037 12 250 19.56003 1037 PROJECT Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER anti: AERIE - _ Wire ResiStatiCe 58. Date: May 9, 2008 CURRENT TOTAL= 10.8 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current 6 70.7V 1/8 1.8 Alarm Total 10.8 Wire Size Wire Length Voltage at EOL Circuit Total Total Wire Resistance ( R ) 2.58 ( WL * 2) * (R/ft) Total Device Load, Amps (I) 0.01 (Total Cct Load) Voltage Drop ( E ) 0.03 (E= I * R) EOL Voltage 20.37 (20.4 - E) 0. DEVICES= 6 TOTAL m A= 10.8 10.8 REV. BY: z 4 DESCRIPTION SHOP DRAWINGS DATE 5/9/08 9 <<<<< 11J fr u. VOLTAGE DROP CALCULATION . 6ALE: 1/8"=1' DRAWN BY: LAN DERSON DESIGNED. BY: R.VEZZANI DATE: 5/09/08 BACKROUND PLAN PROVIDED BY: , - . Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved JOB NUMBER:54484 } SHEET FA -04 N VICINITY MAP (Suite# 2751) SC:HLE: N I S 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 Class II Occupancy with 130 ft2 maximum soacina (.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 desinned for free7ina 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 8 — -- -1 EXISTING PIPE 12-401/2 s NEW PIPE 12-101/2 VIC1 TITY MAP DETAIL NOT TO SCALE RISER ROOM "A" DETAIL HYDRAULICS REFERENCE ONLY NOT TO SCALE REVISIONS ,1 DR2 b4 �gwb 9'-0 i + 0 ON -.1.-11 2-11'//z\\N 11 b/14 gwb@9t-6n / / / / / / / / / / / Os 1 6-9 /2 gwb@11'-0 -6 1 DR33333> 1 NI 1-10'/2,x+ -NO 0 gwb@11'-0 1 -6 co s X 9 Cfl 2Al fp -41/2 cl%+ �.A 4 a) ii101/i L_ o 10 ti� _I ti' N N 3-9- -111/?) /gwb@11' ) � fn Ip 1 NI_ 0 U1 5-8'/2 c ON �3' ti .1147# LJ l r N — 1'. V' Q 4 d sf 10'-0 AFF —�- CO � d 0 r 0 M O ea 2-51/2 9-1 1 06-101/: 1-6 1.0111/2 941/2 1‘1 H11;0 0.1,;1• I40 J1O 1 11 J im co NLA,' l O __V �'1'ti�+— ~ 3-9 t 1 d 1 0 1 r tIg ---{II SALES AREA IIVvII i CEILING '11'-0 o I 1.012 0 0-63 51/ 1.01:8! r 4 L9 9 C\1 3 9�` N _I Id� 1.0114:11001/2...r2.11 -6 01 m 9 ry 0 -11 TI 1 MINE INE e-- CO `- sf 10'-0 AFF `- 00r (0 f•-• J m 9 1 1 a 1 01 8-11 ti \:I I -- - ✓ - M o 10 1. (o)" SALES AREA CEILING 11'-0 C7 V 5401/2 i>) v 0-61/2 �y‘r) ■inpu• .� :::i �::a i�i::1•ilii ■■■nn ® i i:::■•••:iii:: eeep°�" ee "e @e...::e3-1 EeeeS eEeEEeeee@e9e: u ■ 'i:::7::__ :::::..■.■.. ■:::: ■■■■■.• a V V 0 0o 11/2 L-4� 125 r"2-4 071.01v r0 1 :1 gwb@9■-6" EXISTING ZONE `I7 4" MAIN I= 10-0 0.104 00N,� '—sf 10'-0 AFF —'— 3-4 v X 10-3 v_Oy -0I; le d� FLOOR PLAN SCALE: 1/8' = 1.-0' AERIE (#2751) - TI Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 11 5.6 Pendent 1/2 White 155°F REL F1 FR SSP APPROVAL: City of Tukwila 10-0 0-6 HYDRAULIC REFERENCE POINT R5415 45 5.6 Pendent White 155°F REL G4A CONCEALOR CONT. NO.: KS0338 Total = 56 DRAWN BY: Chris J Isaac HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 07/21/08 :TYPICAL FLEXABLE SPRINKLER CONNECTION: FLEXHEAD MOUNTING BRACKET PIPE NIPPLE : SPRINKLER BRANCHLINE _ FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID • SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL_ NOT TO SCALE FIG.B09 SWIVEL SWAY BRACE FITTING BRACE PIPE FIG. 1000 �"FAST CLAMP" SWAY BRACEATTACHMENT XVI KWIK R(N T (2114' EMBED LENGTH) LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE CO Lc) (9 FIG. 4A PIPE CLAMP FOR SWAY BRACE 318' KWIK BOLT (2 114' EMBED LENGTH) FIG. B09 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT BRACE PIPE bid NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE AERIE - TI Remote Area: Retail # 2751 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM /Fe for 1069 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: 211.10 GPM @ 41.13 PSI At time of Design 11'-0 CLG.=38.5% AREA REDUCTION Western States Fire Hanger No. 07C HILTI Kwik Bolt III Rod Coupling —� All Thread Rod eL Cut Rod Loth Rounded to Nearest Inch Swivel Ring Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and' A' Dlmenslon HANGER DETAIL NOT TO SCALE HANGER DETAIL NOT TO SCALE Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS /MINNEAPOLIS /PHOENIX /PORTLAND/RAPID CIN /ST. PAUL /SALT LAKE CITYISEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Aerie 2751 Southcenter Mall Tukwila,WA 98188 AERIE (#2751) - TI IY W z 0 Chris J Isaac 0 SHEET FP -1 OF 1 National Building Contrators CONTRACTOR. Hanger No. 01S Top Beam C -Clamp Steel I -Beam or Bar Joist Model 300 Michigan Top Beam C -Clamp i// or Equal ...41 with Lock Nut Rounded to Nearest Inch Q 1 ., 111 a Ali E. Thread e Rod I 11111 Swivel Ring ii,....„____} Pipe Note on Plan: Hanger Number end "A" Dimension HANGER DETAIL NOT TO SCALE Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS /MINNEAPOLIS /PHOENIX /PORTLAND/RAPID CIN /ST. PAUL /SALT LAKE CITYISEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Aerie 2751 Southcenter Mall Tukwila,WA 98188 AERIE (#2751) - TI IY W z 0 Chris J Isaac 0 SHEET FP -1 OF 1 National Building Contrators CONTRACTOR.