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HomeMy WebLinkAboutPP - 627 SOUTHCENTER MALL - LUCKY BRAND JEANS - PERMITS AND PLANS627 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-201 12-S-114 08-S-195 p CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 SITE LOCATION Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 72� o r mai I Suite Number: Floor: Tenant Name: Nao New Tenant?'71- Yes ❑ - No Property Owner's Name: We - -ea/. \[A m 1— ) 6'i FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Aldo 627 Southcenter Mall Permit No.: 12-S-114 Date: May 30, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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 21A 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 7-05, section 13.5.6.2.2. • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. • o FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Lucky Brand Jeans 627 Southcenter Mall Permit No.: 08-S-195 Date: May 15, 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'/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. Hydraulic Summary.._ Job Number: KS0343 Report Description: Ordinary Group II Job,.. _.. Job Num er KS0343 Design Engineer Adam Kanter Job Name Lucky Brand State Certification/License Number WESTESF136QF Address 1 627 Southcentner Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City State Zip Code Tukwila Wa 98188 Drawing Name FP-1.cad System Remote Area(s) Most Demanding Spnnkler Data 5.6 K -Factor 20.00 at 12.755 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density Area of Application 0.200gpm/ft2 973.00ft2 (Actual 973.67ft2) Number Of Sprinklers Calculated Coverage Per Sprinkler 13 100.00ft2 Additional Hose Supplies Node Flow(gpm) sow Certiecti. 44 II 00 �r. lei.. 9 A Total Hose Streas m 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 283.73 _ 533.73 � r cJ` Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.42 between nodes 109 and 55 Maximum Velocity Under Ground 1.07 between nodes 2 and 341 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2346.21 gal 5.63ga1 Supplies - - Hose Flow Static Residual Flow Node (gpm) (psi) (psi) (gpm) Available Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 2 250.00 140.000 20.000 10900.00 139.548 533.73 49.558 89.990 Contractor . Contractor Number KS0343 Contact Name Contact Title Adam Kantner Project Manager Contractor Name Western States Fire Protection Phone Extension 425.881.0100 Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 E-mail City State Zip Code Redmond WA 98052 Web-Sde ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/04/2008 10: 31:26 P M Page 1 lig Summary Of Outflowing Devices Device Actual Flow (gpm) Job Number: KS0343 Report Description: Ordinary Group II Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler Sprinkler Sprinkler 103 21.04 20.00 116 23.43 20.00 115 22.99 c Sprinkler 20.00 101 20.00 20.00 Sprinkler Sprinkler 106 21.76 20.00 107 21.81 20.00 5.6 5.6 5.6 5.6 5.6 5.6 14.118 17.498 16.850 12.755 15.097 15.164 Sprinkler 102 20.36 20.00 5.6 13.215 Sprinkler 108 22.15 20.00 5.6 15.648 Sprinkler 112 22.20 20.00 5.6 15.710 Sprinkler 104 21.13 20.00 5.6 _ _ 14.243 Sprinkler 113 22.35 20.00 5.6 15.923 Sprinkler 114 22.89 20.00 5.6 16.711 Sprinkler 105 21.63 20.00 5.6 14.924 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. ,jfi AutoSPRINK® VR5 v5.2.6 05/04/2008 10:31:34PM Page 2 Node Analysis Node Elevation(Foot) Fittings 16 14'-6 E(2' -0j 20 14'-6 E(2'-0) 23 14'-6 E(2'-0) 27 14'-6 P0(5'-0) 30 14'-6 P0(5'-0) 31 Job Number: KS0343 Report Description: Ordinary Group II Pressure(psi) Discharge(gpm) 16.110 19.196 19.171 16.232 19.332 14'-6 P0(5'-0) 19.289 36 14'-6 P0(5'-0) 39 14'-6 P0(5'-0) 40 14'-6 P0(5'-0) 45 49 52 55 14'-6 P0(5'-0) 14'-6 2P0(5'-0), 2C(5'-0) 14'-6 P0(5'-0) 14'-6 P0(5'-_01 18.973 16.842 20.062 20.007 18.064 21.547 21.472 109 14'-6 2P0(8'-0) 34.124 110 14'-6 2P0(8'-0) 34.042 111 14'-6 2P0(8'-0) _ 34.019 133 14'-2 36.347 286 V-11 42.419 341 5'-8'% BFP(-4.500 45.310 350 1'-11 P0(37'-8%) _ 42.377 1 -6'-0 0.000 103 14'-11% Spr(-14.118) 14.118 21.04 116 15'-0% Spr(17.498) 17.498 23.43 115 15'-0'14 Spr(716.850 16.850 22.99 _ 101 12'-0% Sp!( -12.755 12.755 _ 20.00 106 12'-0% Spr(-15.097) 15.097 21.76 107 12'-0% Spr(-15.164) 15.164_ 21.81 102 12'-0% Spr(-13.215) 13.215 _ 20.36 108 12'-0% Spr(-15.648) 15.648 22.15 112 12'-0% Spr(-15.7 ) 15.710 22.20_ 104 11'-5'% Spr(14.24) 14.243 21.13 113 12'-0 Spr(15.923) 15.923_ 22.35 114 12'-0 Spr(-16.711) 16.711 22.89 105 11-5'% Spr(-14.924) 14.924 21.63 2 -4'-0 S 49.558 283.73 (, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/04/2008 10:31:38PM Page 3 ii Hydraulic Analysis IIJob Number: KS0343 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 1 DR 1.0490 0=20.00 7.42 C=120 0.130131 27'-11 Pf 4.544 101 12'-0% q=20.00 K=5.6 12.755 Spr(-12.755) 7-0 Pe -1.068 27 14'-6 16.232 E(2'-0), P0(5'-0) 34'-11 Pv BL 1.6100 0=41.04 6.47 C=120 0.061076 _ 10'-0 Pf 0.611 27 14'-6 16.232 Pe 36 14'-6 16.842 10'-0 Pv BL 1.6100 0=61.40 9.68 C=120 0.128677 9'-6 Pf 1.222 36 14'-6 16.842 Pe 45 14'-6 18.064 9'-6 Pv BL 1.6100 0=82.53 13.01 C=120 0.222418 4'-1 Pf 0.908 45 14'-6 18.064 Pe 55 14'-6 18.973 4'-1 Pv BL 1.6100 Q=104.17 16.42 C=120 0.342144 36'-3'% Pf 15.151 55 14'-6 18.973 8'-0 Pe 109 14'-6 34.124 PO(8'-0) 44'-3% Pv CM 4.2600 Q=283.73 6.39 C=120 0.019112 _ 91-5% Pf 2.079 109 14'-6 34.124 17'-4 Pe 0.145 133 14'-2 36.347 2Ee2(5'-3%), fE(6'-9%) 108'-9% Pv CM 6.3570 Q=283.73 2.87 C=120 0.002721 111'-5 Pf 0.723 133 14'-2 36.347 154'-4 Pe 5.307 350 1'-11 42.377 3fE(10'-0), E(17'-7%), fT(25'-0), 265'-9 Pv CV(40'-2%), GV(3'-9%), P0(37-8%) FM 8.3290 Q=283.73 1.67 C=120 0.000730 24'-8% Pf 0.041 350 1'-11 42.377 32'-0 Pe 0.000 286 1'-11 42.419 2fE(16'-0) 56-8% Pv MS 10.0200 Q=283.73 1.15 C=120 0.000297 20'-2 Pf 4.526 286 1'-11 42.419 67'-0 Pe -1.635 341 5'-8% 45.310 3LtE(16'-0), BV(19'-0), BFP(-4.500) 87'-2 Pv UG 10.4000 Q=283.73 1.0.7 C=140 0.000186 113.-1% Pf 0.048 341 5'-8'% 45.310 146'-8% Pe 4.200 2 -4'-0 49.558 3LtE(25'-6), E(35-1), 2EE(17'-6%), 259'-9% Pv S Route 2 DR 1.0490 0=20.36 7.56 C=120 0.134462 27'-11 Pf 4.696 102 12'-0% q=20.36 K=5.6 13.215 Spr(-13.215) 7'-0 Pe -1.068 36 14'-6 16.842 E(2'-0), P0(5'-0) 34'-11 Pv v Route 3 DR 1.0490 Q=21.04 7.81 C=120 0.142941 4'-6% Pf 1.792 103 14'-11% q=21.04 K=5.6 14.118 Spr(-14.118) 8'-0 Pe 0.200 16 14'-6 16.110 4E(2'-0) 12'-6% Pv BL 1.6100 0=21.04 3.32 C=120 0.017746 6'-10% Pf 0.122 16 14'-6 16.110 Pe 27 14'-6 16.232 6'-10'% Pv Go Route 4 DR 1.0490 0=21.13 7.85 C=120 0.144115 28'-8% Pf 5.145 104 11'-5% q=21.13 K=5.6 14.243 Spr(-14.243) 7'-0. Pe -1.324 45 14'-6 18.064 E(2'-0), P0(5'-0) 35'-8% Pv Route 5 DR 1.0490 0=21.63 8.03 C=120 0.150478 28'-8% Pf 5.372 105 11'-5% q=21.63 K=5.6 14.924 Spr(-14.924) 7'-0 Pe -1.324 55 14'-6 18.973 E(2'-0), P0(5'-0) 35'-8% Pv a. Route 6 DR 1.0490 Q=21.76 8.08 C=120 0.152086 25.-11% Pf 5.315 _ _ 106 12'-0% q=21.76 K=5.6 15.097 Spr(-15.097) 9'-0 Pe -1.080 30 14'-6 19.332 2E(2'-0), P0(5'-0) 34.-11% Pv BL 1.6100 0=45.18 7.12 C=120 0.072967 10'-0 Pf 0.730 30 14'-6 19.332 Pe 0.001 39 14'-6 20.062 10'-0 Pv BL 1.6100 0=67.34 10.61 C=120 0.152638 9'-8'% Pf 1.479 39 14'-6 20.062 Pe 0.006 49 14'-6 21.547 9'-8% Pv BL 1.6100 0=89.68 14.13 C=120 0.259365 40'-2 Pf 12.495 49 14'-6 21.547 8'-0 Pe -0.000 110 14'-6 34.042 P0(8'-0) 48'-2 Pv CM 4.2600 0=179.56 4.04 C=120 0.008199 10'-0 Pf 0.082 110 14'-6 34.042 Pe 109 14'-6 34.124 10'-0 Pv G. Route 7 DR 1.0490 0=21.81 8.10 C=120 0.152714 27'-0 Pf 5.193 107 12'-0% q=21.81 K=5.6 15.164 Spr(-15.164) 7'-0 Pe -1.068 31 14'-6 19.289 E(2'-0), P0(5'-0) 34'-0 Pv [y ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/04/2008 10:31:42 P M Page 4 Hydraulic Analysis Job Number: KS0343 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss _ Length Pressure Eq. Length Summary Total Length Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings BL 1.6100 Q=44.79 7.06 C=120 0.071809 10'-0 Pf 0.718 Pe 10'-0 Pv 31 14'-6 40 14'-6 19.289 20.007 BL 1.6100 Q=66.99 10.56 C=120 0.151194 9'-8% Pf 1.465 Pe 9'-8% Pv 40 14'-6 52 14'-6 20.007 21.472 BL 1.6100 Q=89.88 14.16 C=120 0.260444 40'-2 Pf 12.547 8'-0 Pe 48'-2 Pv 52 14'-6 111 14'-6 21.472 34.019 P0(8'-0) CM 4.2600 Q=89.88 2.02 C=120 34.019 34.042 0.002279_ 10'-0 Pf 0.023 Pe 10'-0 Pv 111 14'6 110 14'-6 Route 8 DR 1.0490 Q=22.15 8.22 C=120 0.157212 25-11% Pf 5.494 9'-0 Pe -1.079 34.-11% Pv 108 12'-0% q=22.15 K=5.6 39 14'-6 15.648 20.062 Spr(-15.648) 2E(2'-0), P0(5-0) Route 9 DR 1.0490 Q=22.20 8.24 C=120 _ 0.157789 Spr(-15.710) E(2'-0), P0(5-0) 27'-0 Pf 5.366 7'-0 Pe -1.068 34'-0 Pv 112 12'-0% q=22.20 K=5.6 40 14'-6 15.710 20.007 v Route 10 DR 1.0490 Q=22.35 8.30 C=120 0.159770 Spr(-15.923) E(2'-0), P0(5'-0), C(5'-0) 29'-11'% Pf 6.701 12'-0 Pe -1.077 41'-11'% Pv 113 12'-0 q=22.35 K=5.6 49 14'-6 15.923 21.547 Route 11 DR 1.0490 Q=22.89 8.50 C=120 0.167075 Spr(-16.711) E(2'-0), P0(5-0) 2T-11% Pf 5.838 7'-0 Pe -1.077 34.-11% Pv 114 12'-0 q=22.89 K=5.6 52 14'-6 16.711 21.472 Route 12 DR 1.0490 Q=22.99 8.53 C=120 0.168360 4'-5 Pf 2.092 8'-0 Pe 0.229 12'-5 Pv 115 15-0% q=22.99 K=5.6 23 14'-6 16.850 19.171 Spr(-16.850) 4E(2'-0) BL 1.6100 Q=22.99 3.62 C=120 19.171 19.289 0.020901 5-7% Pf 0.118 Pe 5'-7% Pv 23 14'-6 31 14'-6 Route 13 DR 1.0490 Q=23.43 8.70 C=120 17.498 19.196 0.174336 Spr(-17.498) 3E(2'-0) 2'-5% Pf 1.477 6'-0 Pe 0.222 8'-5% Pv 116 15'-0% q=23.43 K=5.6 20 14'-6 BL 1.6100 Q=23.43 3.69 C=120 0.021643 6'-2% Pf 0.135 Pe 0.001 6'-2% Pv 20 14'-6 30 14'-6 19.196 19.332 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier ) Actual Inside Diameter 4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 1.16 140 150 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/04/2008 10: 31:42 P M Page 5 Hydraulic Analysis Job Number: KS0343 Report Description: Ordinary Group II Pipe Type Diameter Flow Downstream Elevation Discharge Upstream Velocity HWC K -Factor Pt Pn Friction Loss Length Pressure Fittings Eq. Length Summary Total Length - Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [4y ©M.E.P.CAD, Inc. MAutoSPRINK® VR5 v5.2.6 05/04/2008 10: 31:42 P M Page 6 11B Hydraulic Graph Job Number: KS0343 Report Description: Ordinary Group II Supply at Node 2 150 :Static Pressure 140.000 135 120 105 90 .N a F 75 N N E) o_ T1 60 -533.73 1283.73 with hose @ 49.558 streams 45 30 3System - demand curve 10900.00 @ 20.000 10900.0 15 31 -pin mitll 11)11 1 1 1 1 1111 I I I I I 111111111 111111111 1 1 1 1 1 1 1 1 1 111111111 ) 1 1 1 1 1 1 1 1 0 11002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 2 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.548 @ 533.73 System Demand 283.73 @ 49.558 System Demand (Including Hose Allowance) 533.73 @ 49.558 ©M.E.P.CAD, Inc. rin AutoSPRINK® VR5 v5.2.6 05/04/2008 10:31:53PM Page 7 Flow Diagram (Top View) Job Number: KS0343 Report Description: Ordinary Group II Ips* '11(00 ;1'141,•!J' is rt T, (d� ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/04/2008 10:32: 00 PM Page 8 0 Lucky Brand Jeans VICINITY MAP (Suite# 627) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire s rin-kler 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. CLG. 1 3`1a f -43t d in Red Par Thee, it.Sched Letter #t nese Prevention �,vn cs.e i r•%:tt,., 1by The current ' 'Tukwila Fire Prevention gI rnau '.'or ^ii.,,n •'- vritr curlentCity standards. , . ceri''i n is '._'i-.leot to errors and orris too which do ,“,.ut`:::. ir_ ;ices of adopted startdarafs anld orcin 'nze . 1 h.. r'.°:-_iG•nsib=' Fy for the adelua- l of de ;ii r : SHEET INDEX SHEET NUMBER SHEET TITLE LfUrl<ThrF-F7,1kNT q FIRE ALARM SYSTEM TUKWI A, WASHINGTO FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 FIRE ALARM SYSTEM FLOOR PLAN FA -04 SYSTEM CALCULATIONS (GENERAL), RISER, SITE PLAN 0 Without Comments As Noted In Red Per The Attached Letter i nese plans have barn revi d by The Tukwila Fire Prevention Bureau for cof: orr enc,:_= with current city standards. Acct tsnse is ...ubi -,t to errors and omissions which do not�:::tnoriza violations of adopted i standards and or •i;�'nc _+. The re ponsibiiity for the adequacy ofd ci.;•�i rz7,=cs totally with the designer. l Additions, deletions or r,., is,Ons to these drawings atter this date will void th.s.acceptence nd will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Burl au. Date: -5--)_C--(A B. K� J1 " TUKWILA FIRE DEPARTIMAX Please call: 575-440Z end give this job exact address for shut+ -,n or restoration approval: NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and I-nrminatinn of the testing. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H 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 WI 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 P❑INT ❑F ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END GENERAL NOTES FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE .ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & .OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 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: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM .TECHNICIAN., 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED . AT : A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL -BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 1 3 3 1 SYMBOL DESCRIPTION FACP [FARA BPS FIRE ALARM EX CONTROL. PANEL_ FIRE. ALARM REMOTE ANNUNCIATOR REMOTE BOOSTER •EX POWER . SUPPLY SYMBOLS LEGEND MODEL XLS-V SDD-C PAD -3 INTERFACE MODULE HTRI-R WITH RELAY DUAL INPUT • HTRI-D INTERFACE MODULE MANUFACTURER BACKBOX SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS PROVIDED PROVIDED PROVIDED 4S DEEP 4S DEEP MOUNTING HEIGHT 66" A.F.F. TO TOP 66" A.F.F. TO TOP 66" A.F.F. TO TOP VERIFY IN FIELD VERIFY IN FIELD I HCP:I CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD r LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE. DETECTOR HFP-1 1 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT SMOKE DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) 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 W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM FIRE ALARM SPEAKER STROBE C (CEILING MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. ©c FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING FIRE ALARM © STROBE (WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. 9c FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1 /2" EXT. FIRE ALARM SPEAKER (WALL MOUNT) SET -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1 /2" EXT. TO BOTTOM B WP MR FIRE ALARM STROBE (WEATHERPROOF) MULTI -VOLTAGE CONTROL RELAY SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD ❑M MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTI❑N BOX F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A a�E 2008 Tukwila Fire ri • ht 2006 b Guardian Securit S stems, Inc. All RI s hts Reserved RELEASE/REVISIONS CD > UJ z DESCRIPTION SHOP DRAWINGS LU o 0 U) 0 0 z (CCC co ©o tr :1%741 �p w L19 fc-6Z CCcul CC 5=Q r 1 N V COQ I- ‘CALE: 1/8"=1' DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER:54527 r SHEET FA -01 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE %ICH 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' NIDE. 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 AJ� STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC • 1 END OF LINE DEVICEC3.6K 1/4W) SUPERVISED SWITCH ----- GROUND 0 0 —0 N M NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 O O HTRI-R STATUS LED DUCT DETECTOR LOCATION 00 r O N.O. x COM 0 N.C. �J p TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVIOUS ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES. MAX. - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) MAX. LINE SIZE - MIN. LINE SIZE- ..: MUSIC OUTLET SAMPLING TUBE INLET SAMPLING --- TUBE AT :LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O TO NEXT ADDRESSABLE DEVICE j(+) STOP IF LAST DEVICE .r) PREVIOUS FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE (-) RELAY CONTACTS (4.0A @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 mA 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. TB 1. 510000 1 2 3 4 5.6 HCP TB2 00 65 4321 END. OF LINE �. DEVICE " (3.6K 1/4W) SUPERVISED—% SWITCH GROUND 0 0 HTRI-D STATUS LED 00 0' 0 NOT USED CO 0 O NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL `SEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GNU N AC I0I0 0000 II 0 PAD -3 0 00 O INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1-- 1 .2+ 2- 2 NC "C NO "+ - t - + - + - + - �I�II�I It113§ 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE END OF LINE DEVICE 3.6K 1/4W) \SUPERVISED 1 SWITCH NAC -4 NAC -3 NAC -2 NAC -1 • FRONT VIEW NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP 7•1,, NOT USED REMOTE .! DEVICE LOOP !. 0- 0 0 [FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 470 OHMS 1w EOL p TSM -1 0 P§oRo * k3 O O caw• a e TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE NONE FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP (VOICE CIRCUIT) ('V' CABLE) (STR❑BE) SPEAKER () (--) EARTH GROUND -->(+)TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE (+) (-) STROBE (+) -) STROBE SPEAKER 00 ) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE_____ OR STROBE ONLY R E 4S DEEP BOX W/ 1 -1/2 - EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR _1 END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER TINS TEMPERA +32' F (0' C) T0100' F C) HUWDITY; 0-931L RELATIVE HUM TY. NON-COfCENSING HFP-11 SMOKE DETECTOR –30. FROM PREVIOUS ADDRESSABLE DEVICE OR POSER SOURCE MACE IS LISTED FOR AIR VOLOQTY APPUCATIONS OF 300-4000 FT IN MEN USED IN CON J)NCTION ISM DUCT HOUSINGS AD -11P OR AD-11XPR 03-11 iSTAME)ARD SMOK DETECTOR BASE DATA IN (-) >- DATA IN (+) > I I REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE > ( ) DATA OUT (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID HARD LID - CEILING SPEAKER SUPPORT TILE BRIDGE 4' SQUARE DEEP BOX , WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE • JUNCTI❑N BOX MOUNTED ON \,\ CEILING FLEX ` / / / JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT 0 0 ; I TO NEXT DEVICE 0 0 CADDY BAR SMOKE DETECTOR— SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved N7 00 0' v y FAX (206) 628-4990 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE 5/5/08 oz «<\< 0 z H Z 0 z c� z Cr) SCALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER:54527 1 SHEET FA -02,, 0 • LUCKY BRAND JEANS WESTFIELD SOUTHCENTER MALL SCALE 1/8:11 1 FLAG NOTES: ; I • • FIELD LOCATE RELAY MODULE FOR 'BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF • ALL VAV UNITS.(SEE SIEMENS INSTALLATION SUBMITTAL FOR •LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD 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. ri ht 2006 b Guardian Securit S stems, Inc. All R. hts Reserved I Lf) • LCD \CD C\J• '0 •0 CD • E\..1 LLJ z 0 Lu LU LU LU Et z DESCRIPTION' SHOP DRAWINGS LIJ (2t 0 tr) <<<<< co co < ---) — 0 ECG Z 2 w cC CC 5i< m <13- P225 CXLL c?)'2 D —J 0 CALE: 1/8"=l' DRAWN BY: LAN DERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 , BACKROUND PLAN PROVIDED BY ..10B NUMBER:54527 SHEET FA -03 ;.I [i CSI Li 5 40 J C ELECTRICAL_ ROOM J: RECYCLING STORAGE T. E1 = N 11- 13 ,[( 1 0 ,r` ,1 C1.. NORTH fr - <1 0 LLJ cri 1 125 ---Ft - LUCKY BRAND JEANS ! !, 515 LJ • < (_! F F ' , r\1 G7 s LUCKY BRAND JEANS WESTFIELD SOUTHCENTER MALL SCALE 1132'4 S,2V 2S,2V 2S,2V 2S,2V A S,2V 75 15 15 15 75 15 EOL -S1 2S,2V FA -BOX FACP EX D 1 351 1 n 2I L.LJ 1 4r) J _LU /1 ,1; __1_ )1, 11475 ST - r.L r II :� (J1_ 8 01 SYSTEM CALCULATIONS LUCKY BRAND JEANS , LUCKY BRAN JEANS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations, I FACP ADD ONS i SHOP DRAWINGS < o 0 i in Current Load: Standby: Alarm: 5. Current Load: Standby: Alarm: ! , Device Type Qty Amps Total Amps Total Device Type Qty Amps Total Amps Total ` I HFP-11 0.0022 0.0022 0.0023 Main System Board 1 0.03 0.03 0.030 0.030 AD2-P 1 0.0635 0.0635 0.064 0.064 , SET -MC @15CD SET -MC @30CD SET -MC @75CD_ 'SET-MC,@110CD 1 0.064 0.064 HTR -R 2 0.009600 0.0096 0.021 0.042 0.098 HTRI-D 0.001600 0.0035 2 0.175 0.350 ICP -B6 0.005 0.233 SET HMC-C@115CD _T HM SEC-C@135CD SET;HMC-C@185CD ;2R-NIC'@15CD ZR -MG @30CD HCP: = 0.318 . �_ _..... 0.318 0.445 0.0731 Amps 0.106 Amps 3 0.064 0.192 ��.___ _ _._____ 0.098 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 0.0015 0.03 Amps 0.636 Amps Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours ,. . 25% Derating= 2.204 Amp -hours Alarm Current Load: 0.636 Amps For 5 Minutes= 0.053 Amp -hours , . Total System Current Load: 2.204 Amp -hours .;1.' 25% Derating= 0.967 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH ' ` Total System Current Load: 0.967 Amp -hours 1 Battery Pair to be Used: 12VDC Amp -hours 7AH i. BATTERY SIZING CALCULATION Notification Appliance ;Circuit Detail PROJECT: !WESTFIELD SOUTHCENTER MALL Panel:: LUCKY BRAND JEANS } ! W ire Resistance 1.62- Date: 3 May 8, 2008 j CURRENT TOTAL= y 606 CIRCUIT: S1• L QTY 1 0 2 L. 0 0 Device Type t SET -MC @15CD SET -MC @30CD ;SET -MC @75CD O SET MC @110CD ;Alarm Current; Alarm Total - Wire Size Wire Length # . Voltage at EOL ' Circuit Total • 641 641 - 1 198 01 75 350 , P ^ 2331 01 I 1 O� 5 {SET-HMC-C@115CD 318[ 1 0 i SET -HMC -C@1 77C D 445; 01 1 0 `SET -HMC @135CD 3184 ` o 0 ;SET -HMC @185CD 4451 0; 3 1 Z -MC 15C D 1 641 _ 0__IZ-MC@30CD _ ._...._ . 192 981 0 0 SET-MC#CW@110CD F 2331 0 DEVICES=16 TOTAL mA= 606. 12250ry__. '_n__ 19.909141 - 1 z»..Notifcaton��4_.�. liance +Crcui Dve._ �.__ll . i-v�___._._-_m_ pp t ta PROJECT: [ VVESTFIELD SOUTHCENTER MALL Panel: LUCKY BRAND JEANS Date: May 8, 2008 CIRCUIT:ISPEAKER CIRCUIT QTY 5 Device Type 3 70.7V1/8 0 0 0 0 0 0 0 0 DEVICES=I3 #Total Wire Resistance (R) 1 0.81; (WL*2)*(R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E ) 1Wire Resistance 2.58 :CURRENT TOTAL 5.4 6061 (E=I*R) EOL Voltage (20.4 - E) 0.61 0.49 19.91 • !Alarm Current, Alarm Total Wire Size Wire:Length Voltage at EOL Circuit Total 1.8 5.41 5. Ce ( ) ;Total Wire Resistance R 0 0 0, 01 0 i TOTAL m A=1 5.41 14 e. 1 } 300 4- 20.3916408 (WL*2)*(R/ft) Total Device Load, Amps (I) (Total Cct Load) ;Voltage Drop (E ) (E_I* R) 1 EOL Voltage (2014 - E) 1.55` 0.01.i 1 0.01 20.39; • 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 RELEASE/REVISIONS REV. BY: DESCRIPTION SHOP DRAWINGS < o 0 i in CO co Q -1 co LLIW�o CCF- CD W Q c w= co < ES W o� co C'C � tV J CO r�w�/. V r/ CC; Cr w z w C co z 0 J Q 0 w. E'- >" • (SICALE: 1/8" ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: 10B NUMBER:54527 SHEET ROSERDIAGM VOLTAGEDROPCALCULATION ( Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved ADJACENT TENANT ADJACENT TENANT TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. I�--S-li`� and exact addle.ss for shut- down hutdown or restoration approval. RETAINER STRAP WHERE REQUIRED IN SEISHIC AREAS TOP BEAM/ C—CLAMP WITH SET SCREW 3/8' ALL THREAD ROD. PIPE SWIVEL RING STEEL JOIST/TRUSS HANGER DETAIL NTS b'-0" 6YP5UM CEILING 6YPSUM GEILIN6 GYP, BD. 50f'FIT II �II II I1 11 11 GYPSUM CEILING REFLECTED GEILIN6 PLAN 114' ILO' MALL SERVICE CORRIDOR -\10-s S KROOM ADJANT TENANT J SUSPENDED .STOCKROOM LI6HTIN6 AT 12'-0" A.F.F., (TYPICAL) Design per NFPA 13, Ordinary Hazard, Group 2 All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart o 19 — Add Reliable Model G4A Standard Response 165° Pendents 1/2 x 1/2 O 1 — Add Reliable Model G Standard Response 165° Chrome Pendent 1/2 x 1/2 o 10 — Add Reliable Model G Standard Response 165° Upright 1/2 x 1/2 o E — Existing pendent no change 30 — Total ATENANT jDJA �ftiw On—� `ti 4008b Dc" . W!thout Comments la As Noy ea in Red -EZifPer he Attached Letter •These plans have den reviewed bv.TheTukwila.Fire rravention Bureau roe ::.nformance with current City �tendards. AccerWi-..:e.is subject tui errors and . ..- emissions which co or aUt,nnr!ze Violations of adopted .tendards and ord:i an :s. The responsibility for the adequacy of desi9,, cr;e designer. • Additions, deli .'o,,u , . r_ o.:iohs td hese drawings after this date will vo;n aid will require a ;e.subrnittai of rcvis;_:, rot suosjequent approval. • Final acceptance is st.itl; cr to field. test and inspection L) - The The Tukwila Fir:: Prevention Bureau. :,ate:- X6 -1By: CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 ALDO 627 Southcenter Mall Tukwila, WA 98188 DATE: 6,.z3, i2J DRA :Lcf SCALE:. I /14 PAID MAI 2 3 2012 TUK JILA FIRE LTG ,r236, 1 627 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-201 12-S-114 08-S-195 p CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 SITE LOCATION Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 72� o r mai I Suite Number: Floor: Tenant Name: Nao New Tenant?'71- Yes ❑ - No Property Owner's Name: We - -ea/. \[A m 1— ) 6'i FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Aldo 627 Southcenter Mall Permit No.: 12-S-114 Date: May 30, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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 21A 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 7-05, section 13.5.6.2.2. • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. • o FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Lucky Brand Jeans 627 Southcenter Mall Permit No.: 08-S-195 Date: May 15, 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'/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. Hydraulic Summary.._ Job Number: KS0343 Report Description: Ordinary Group II Job,.. _.. Job Num er KS0343 Design Engineer Adam Kanter Job Name Lucky Brand State Certification/License Number WESTESF136QF Address 1 627 Southcentner Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City State Zip Code Tukwila Wa 98188 Drawing Name FP-1.cad System Remote Area(s) Most Demanding Spnnkler Data 5.6 K -Factor 20.00 at 12.755 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density Area of Application 0.200gpm/ft2 973.00ft2 (Actual 973.67ft2) Number Of Sprinklers Calculated Coverage Per Sprinkler 13 100.00ft2 Additional Hose Supplies Node Flow(gpm) sow Certiecti. 44 II 00 �r. lei.. 9 A Total Hose Streas m 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 283.73 _ 533.73 � r cJ` Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.42 between nodes 109 and 55 Maximum Velocity Under Ground 1.07 between nodes 2 and 341 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2346.21 gal 5.63ga1 Supplies - - Hose Flow Static Residual Flow Node (gpm) (psi) (psi) (gpm) Available Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 2 250.00 140.000 20.000 10900.00 139.548 533.73 49.558 89.990 Contractor . Contractor Number KS0343 Contact Name Contact Title Adam Kantner Project Manager Contractor Name Western States Fire Protection Phone Extension 425.881.0100 Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 E-mail City State Zip Code Redmond WA 98052 Web-Sde ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/04/2008 10: 31:26 P M Page 1 lig Summary Of Outflowing Devices Device Actual Flow (gpm) Job Number: KS0343 Report Description: Ordinary Group II Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler Sprinkler Sprinkler 103 21.04 20.00 116 23.43 20.00 115 22.99 c Sprinkler 20.00 101 20.00 20.00 Sprinkler Sprinkler 106 21.76 20.00 107 21.81 20.00 5.6 5.6 5.6 5.6 5.6 5.6 14.118 17.498 16.850 12.755 15.097 15.164 Sprinkler 102 20.36 20.00 5.6 13.215 Sprinkler 108 22.15 20.00 5.6 15.648 Sprinkler 112 22.20 20.00 5.6 15.710 Sprinkler 104 21.13 20.00 5.6 _ _ 14.243 Sprinkler 113 22.35 20.00 5.6 15.923 Sprinkler 114 22.89 20.00 5.6 16.711 Sprinkler 105 21.63 20.00 5.6 14.924 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. ,jfi AutoSPRINK® VR5 v5.2.6 05/04/2008 10:31:34PM Page 2 Node Analysis Node Elevation(Foot) Fittings 16 14'-6 E(2' -0j 20 14'-6 E(2'-0) 23 14'-6 E(2'-0) 27 14'-6 P0(5'-0) 30 14'-6 P0(5'-0) 31 Job Number: KS0343 Report Description: Ordinary Group II Pressure(psi) Discharge(gpm) 16.110 19.196 19.171 16.232 19.332 14'-6 P0(5'-0) 19.289 36 14'-6 P0(5'-0) 39 14'-6 P0(5'-0) 40 14'-6 P0(5'-0) 45 49 52 55 14'-6 P0(5'-0) 14'-6 2P0(5'-0), 2C(5'-0) 14'-6 P0(5'-0) 14'-6 P0(5'-_01 18.973 16.842 20.062 20.007 18.064 21.547 21.472 109 14'-6 2P0(8'-0) 34.124 110 14'-6 2P0(8'-0) 34.042 111 14'-6 2P0(8'-0) _ 34.019 133 14'-2 36.347 286 V-11 42.419 341 5'-8'% BFP(-4.500 45.310 350 1'-11 P0(37'-8%) _ 42.377 1 -6'-0 0.000 103 14'-11% Spr(-14.118) 14.118 21.04 116 15'-0% Spr(17.498) 17.498 23.43 115 15'-0'14 Spr(716.850 16.850 22.99 _ 101 12'-0% Sp!( -12.755 12.755 _ 20.00 106 12'-0% Spr(-15.097) 15.097 21.76 107 12'-0% Spr(-15.164) 15.164_ 21.81 102 12'-0% Spr(-13.215) 13.215 _ 20.36 108 12'-0% Spr(-15.648) 15.648 22.15 112 12'-0% Spr(-15.7 ) 15.710 22.20_ 104 11'-5'% Spr(14.24) 14.243 21.13 113 12'-0 Spr(15.923) 15.923_ 22.35 114 12'-0 Spr(-16.711) 16.711 22.89 105 11-5'% Spr(-14.924) 14.924 21.63 2 -4'-0 S 49.558 283.73 (, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/04/2008 10:31:38PM Page 3 ii Hydraulic Analysis IIJob Number: KS0343 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 1 DR 1.0490 0=20.00 7.42 C=120 0.130131 27'-11 Pf 4.544 101 12'-0% q=20.00 K=5.6 12.755 Spr(-12.755) 7-0 Pe -1.068 27 14'-6 16.232 E(2'-0), P0(5'-0) 34'-11 Pv BL 1.6100 0=41.04 6.47 C=120 0.061076 _ 10'-0 Pf 0.611 27 14'-6 16.232 Pe 36 14'-6 16.842 10'-0 Pv BL 1.6100 0=61.40 9.68 C=120 0.128677 9'-6 Pf 1.222 36 14'-6 16.842 Pe 45 14'-6 18.064 9'-6 Pv BL 1.6100 0=82.53 13.01 C=120 0.222418 4'-1 Pf 0.908 45 14'-6 18.064 Pe 55 14'-6 18.973 4'-1 Pv BL 1.6100 Q=104.17 16.42 C=120 0.342144 36'-3'% Pf 15.151 55 14'-6 18.973 8'-0 Pe 109 14'-6 34.124 PO(8'-0) 44'-3% Pv CM 4.2600 Q=283.73 6.39 C=120 0.019112 _ 91-5% Pf 2.079 109 14'-6 34.124 17'-4 Pe 0.145 133 14'-2 36.347 2Ee2(5'-3%), fE(6'-9%) 108'-9% Pv CM 6.3570 Q=283.73 2.87 C=120 0.002721 111'-5 Pf 0.723 133 14'-2 36.347 154'-4 Pe 5.307 350 1'-11 42.377 3fE(10'-0), E(17'-7%), fT(25'-0), 265'-9 Pv CV(40'-2%), GV(3'-9%), P0(37-8%) FM 8.3290 Q=283.73 1.67 C=120 0.000730 24'-8% Pf 0.041 350 1'-11 42.377 32'-0 Pe 0.000 286 1'-11 42.419 2fE(16'-0) 56-8% Pv MS 10.0200 Q=283.73 1.15 C=120 0.000297 20'-2 Pf 4.526 286 1'-11 42.419 67'-0 Pe -1.635 341 5'-8% 45.310 3LtE(16'-0), BV(19'-0), BFP(-4.500) 87'-2 Pv UG 10.4000 Q=283.73 1.0.7 C=140 0.000186 113.-1% Pf 0.048 341 5'-8'% 45.310 146'-8% Pe 4.200 2 -4'-0 49.558 3LtE(25'-6), E(35-1), 2EE(17'-6%), 259'-9% Pv S Route 2 DR 1.0490 0=20.36 7.56 C=120 0.134462 27'-11 Pf 4.696 102 12'-0% q=20.36 K=5.6 13.215 Spr(-13.215) 7'-0 Pe -1.068 36 14'-6 16.842 E(2'-0), P0(5'-0) 34'-11 Pv v Route 3 DR 1.0490 Q=21.04 7.81 C=120 0.142941 4'-6% Pf 1.792 103 14'-11% q=21.04 K=5.6 14.118 Spr(-14.118) 8'-0 Pe 0.200 16 14'-6 16.110 4E(2'-0) 12'-6% Pv BL 1.6100 0=21.04 3.32 C=120 0.017746 6'-10% Pf 0.122 16 14'-6 16.110 Pe 27 14'-6 16.232 6'-10'% Pv Go Route 4 DR 1.0490 0=21.13 7.85 C=120 0.144115 28'-8% Pf 5.145 104 11'-5% q=21.13 K=5.6 14.243 Spr(-14.243) 7'-0. Pe -1.324 45 14'-6 18.064 E(2'-0), P0(5'-0) 35'-8% Pv Route 5 DR 1.0490 0=21.63 8.03 C=120 0.150478 28'-8% Pf 5.372 105 11'-5% q=21.63 K=5.6 14.924 Spr(-14.924) 7'-0 Pe -1.324 55 14'-6 18.973 E(2'-0), P0(5'-0) 35'-8% Pv a. Route 6 DR 1.0490 Q=21.76 8.08 C=120 0.152086 25.-11% Pf 5.315 _ _ 106 12'-0% q=21.76 K=5.6 15.097 Spr(-15.097) 9'-0 Pe -1.080 30 14'-6 19.332 2E(2'-0), P0(5'-0) 34.-11% Pv BL 1.6100 0=45.18 7.12 C=120 0.072967 10'-0 Pf 0.730 30 14'-6 19.332 Pe 0.001 39 14'-6 20.062 10'-0 Pv BL 1.6100 0=67.34 10.61 C=120 0.152638 9'-8'% Pf 1.479 39 14'-6 20.062 Pe 0.006 49 14'-6 21.547 9'-8% Pv BL 1.6100 0=89.68 14.13 C=120 0.259365 40'-2 Pf 12.495 49 14'-6 21.547 8'-0 Pe -0.000 110 14'-6 34.042 P0(8'-0) 48'-2 Pv CM 4.2600 0=179.56 4.04 C=120 0.008199 10'-0 Pf 0.082 110 14'-6 34.042 Pe 109 14'-6 34.124 10'-0 Pv G. Route 7 DR 1.0490 0=21.81 8.10 C=120 0.152714 27'-0 Pf 5.193 107 12'-0% q=21.81 K=5.6 15.164 Spr(-15.164) 7'-0 Pe -1.068 31 14'-6 19.289 E(2'-0), P0(5'-0) 34'-0 Pv [y ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/04/2008 10:31:42 P M Page 4 Hydraulic Analysis Job Number: KS0343 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss _ Length Pressure Eq. Length Summary Total Length Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings BL 1.6100 Q=44.79 7.06 C=120 0.071809 10'-0 Pf 0.718 Pe 10'-0 Pv 31 14'-6 40 14'-6 19.289 20.007 BL 1.6100 Q=66.99 10.56 C=120 0.151194 9'-8% Pf 1.465 Pe 9'-8% Pv 40 14'-6 52 14'-6 20.007 21.472 BL 1.6100 Q=89.88 14.16 C=120 0.260444 40'-2 Pf 12.547 8'-0 Pe 48'-2 Pv 52 14'-6 111 14'-6 21.472 34.019 P0(8'-0) CM 4.2600 Q=89.88 2.02 C=120 34.019 34.042 0.002279_ 10'-0 Pf 0.023 Pe 10'-0 Pv 111 14'6 110 14'-6 Route 8 DR 1.0490 Q=22.15 8.22 C=120 0.157212 25-11% Pf 5.494 9'-0 Pe -1.079 34.-11% Pv 108 12'-0% q=22.15 K=5.6 39 14'-6 15.648 20.062 Spr(-15.648) 2E(2'-0), P0(5-0) Route 9 DR 1.0490 Q=22.20 8.24 C=120 _ 0.157789 Spr(-15.710) E(2'-0), P0(5-0) 27'-0 Pf 5.366 7'-0 Pe -1.068 34'-0 Pv 112 12'-0% q=22.20 K=5.6 40 14'-6 15.710 20.007 v Route 10 DR 1.0490 Q=22.35 8.30 C=120 0.159770 Spr(-15.923) E(2'-0), P0(5'-0), C(5'-0) 29'-11'% Pf 6.701 12'-0 Pe -1.077 41'-11'% Pv 113 12'-0 q=22.35 K=5.6 49 14'-6 15.923 21.547 Route 11 DR 1.0490 Q=22.89 8.50 C=120 0.167075 Spr(-16.711) E(2'-0), P0(5-0) 2T-11% Pf 5.838 7'-0 Pe -1.077 34.-11% Pv 114 12'-0 q=22.89 K=5.6 52 14'-6 16.711 21.472 Route 12 DR 1.0490 Q=22.99 8.53 C=120 0.168360 4'-5 Pf 2.092 8'-0 Pe 0.229 12'-5 Pv 115 15-0% q=22.99 K=5.6 23 14'-6 16.850 19.171 Spr(-16.850) 4E(2'-0) BL 1.6100 Q=22.99 3.62 C=120 19.171 19.289 0.020901 5-7% Pf 0.118 Pe 5'-7% Pv 23 14'-6 31 14'-6 Route 13 DR 1.0490 Q=23.43 8.70 C=120 17.498 19.196 0.174336 Spr(-17.498) 3E(2'-0) 2'-5% Pf 1.477 6'-0 Pe 0.222 8'-5% Pv 116 15'-0% q=23.43 K=5.6 20 14'-6 BL 1.6100 Q=23.43 3.69 C=120 0.021643 6'-2% Pf 0.135 Pe 0.001 6'-2% Pv 20 14'-6 30 14'-6 19.196 19.332 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier ) Actual Inside Diameter 4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 1.16 140 150 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/04/2008 10: 31:42 P M Page 5 Hydraulic Analysis Job Number: KS0343 Report Description: Ordinary Group II Pipe Type Diameter Flow Downstream Elevation Discharge Upstream Velocity HWC K -Factor Pt Pn Friction Loss Length Pressure Fittings Eq. Length Summary Total Length - Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [4y ©M.E.P.CAD, Inc. MAutoSPRINK® VR5 v5.2.6 05/04/2008 10: 31:42 P M Page 6 11B Hydraulic Graph Job Number: KS0343 Report Description: Ordinary Group II Supply at Node 2 150 :Static Pressure 140.000 135 120 105 90 .N a F 75 N N E) o_ T1 60 -533.73 1283.73 with hose @ 49.558 streams 45 30 3System - demand curve 10900.00 @ 20.000 10900.0 15 31 -pin mitll 11)11 1 1 1 1 1111 I I I I I 111111111 111111111 1 1 1 1 1 1 1 1 1 111111111 ) 1 1 1 1 1 1 1 1 0 11002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 2 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.548 @ 533.73 System Demand 283.73 @ 49.558 System Demand (Including Hose Allowance) 533.73 @ 49.558 ©M.E.P.CAD, Inc. rin AutoSPRINK® VR5 v5.2.6 05/04/2008 10:31:53PM Page 7 Flow Diagram (Top View) Job Number: KS0343 Report Description: Ordinary Group II Ips* '11(00 ;1'141,•!J' is rt T, (d� ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/04/2008 10:32: 00 PM Page 8 0 Lucky Brand Jeans VICINITY MAP (Suite# 627) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire s rin-kler 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. CLG. 1 3`1a f -43t d in Red Par Thee, it.Sched Letter #t nese Prevention �,vn cs.e i r•%:tt,., 1by The current ' 'Tukwila Fire Prevention gI rnau '.'or ^ii.,,n •'- vritr curlentCity standards. , . ceri''i n is '._'i-.leot to errors and orris too which do ,“,.ut`:::. ir_ ;ices of adopted startdarafs anld orcin 'nze . 1 h.. r'.°:-_iG•nsib=' Fy for the adelua- l of de ;ii r : SHEET INDEX SHEET NUMBER SHEET TITLE LfUrl<ThrF-F7,1kNT q FIRE ALARM SYSTEM TUKWI A, WASHINGTO FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 FIRE ALARM SYSTEM FLOOR PLAN FA -04 SYSTEM CALCULATIONS (GENERAL), RISER, SITE PLAN 0 Without Comments As Noted In Red Per The Attached Letter i nese plans have barn revi d by The Tukwila Fire Prevention Bureau for cof: orr enc,:_= with current city standards. Acct tsnse is ...ubi -,t to errors and omissions which do not�:::tnoriza violations of adopted i standards and or •i;�'nc _+. The re ponsibiiity for the adequacy ofd ci.;•�i rz7,=cs totally with the designer. l Additions, deletions or r,., is,Ons to these drawings atter this date will void th.s.acceptence nd will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Burl au. Date: -5--)_C--(A B. K� J1 " TUKWILA FIRE DEPARTIMAX Please call: 575-440Z end give this job exact address for shut+ -,n or restoration approval: NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and I-nrminatinn of the testing. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H 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 WI 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 P❑INT ❑F ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END GENERAL NOTES FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE .ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & .OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 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: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM .TECHNICIAN., 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED . AT : A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL -BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 1 3 3 1 SYMBOL DESCRIPTION FACP [FARA BPS FIRE ALARM EX CONTROL. PANEL_ FIRE. ALARM REMOTE ANNUNCIATOR REMOTE BOOSTER •EX POWER . SUPPLY SYMBOLS LEGEND MODEL XLS-V SDD-C PAD -3 INTERFACE MODULE HTRI-R WITH RELAY DUAL INPUT • HTRI-D INTERFACE MODULE MANUFACTURER BACKBOX SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS PROVIDED PROVIDED PROVIDED 4S DEEP 4S DEEP MOUNTING HEIGHT 66" A.F.F. TO TOP 66" A.F.F. TO TOP 66" A.F.F. TO TOP VERIFY IN FIELD VERIFY IN FIELD I HCP:I CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD r LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE. DETECTOR HFP-1 1 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT SMOKE DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) 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 W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM FIRE ALARM SPEAKER STROBE C (CEILING MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. ©c FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING FIRE ALARM © STROBE (WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. 9c FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1 /2" EXT. FIRE ALARM SPEAKER (WALL MOUNT) SET -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1 /2" EXT. TO BOTTOM B WP MR FIRE ALARM STROBE (WEATHERPROOF) MULTI -VOLTAGE CONTROL RELAY SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD ❑M MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTI❑N BOX F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A a�E 2008 Tukwila Fire ri • ht 2006 b Guardian Securit S stems, Inc. All RI s hts Reserved RELEASE/REVISIONS CD > UJ z DESCRIPTION SHOP DRAWINGS LU o 0 U) 0 0 z (CCC co ©o tr :1%741 �p w L19 fc-6Z CCcul CC 5=Q r 1 N V COQ I- ‘CALE: 1/8"=1' DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER:54527 r SHEET FA -01 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE %ICH 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' NIDE. 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 AJ� STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC • 1 END OF LINE DEVICEC3.6K 1/4W) SUPERVISED SWITCH ----- GROUND 0 0 —0 N M NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 O O HTRI-R STATUS LED DUCT DETECTOR LOCATION 00 r O N.O. x COM 0 N.C. �J p TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVIOUS ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES. MAX. - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) MAX. LINE SIZE - MIN. LINE SIZE- ..: MUSIC OUTLET SAMPLING TUBE INLET SAMPLING --- TUBE AT :LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O TO NEXT ADDRESSABLE DEVICE j(+) STOP IF LAST DEVICE .r) PREVIOUS FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE (-) RELAY CONTACTS (4.0A @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 mA 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. TB 1. 510000 1 2 3 4 5.6 HCP TB2 00 65 4321 END. OF LINE �. DEVICE " (3.6K 1/4W) SUPERVISED—% SWITCH GROUND 0 0 HTRI-D STATUS LED 00 0' 0 NOT USED CO 0 O NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL `SEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GNU N AC I0I0 0000 II 0 PAD -3 0 00 O INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1-- 1 .2+ 2- 2 NC "C NO "+ - t - + - + - + - �I�II�I It113§ 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE END OF LINE DEVICE 3.6K 1/4W) \SUPERVISED 1 SWITCH NAC -4 NAC -3 NAC -2 NAC -1 • FRONT VIEW NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP 7•1,, NOT USED REMOTE .! DEVICE LOOP !. 0- 0 0 [FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 470 OHMS 1w EOL p TSM -1 0 P§oRo * k3 O O caw• a e TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE NONE FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP (VOICE CIRCUIT) ('V' CABLE) (STR❑BE) SPEAKER () (--) EARTH GROUND -->(+)TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE (+) (-) STROBE (+) -) STROBE SPEAKER 00 ) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE_____ OR STROBE ONLY R E 4S DEEP BOX W/ 1 -1/2 - EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR _1 END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER TINS TEMPERA +32' F (0' C) T0100' F C) HUWDITY; 0-931L RELATIVE HUM TY. NON-COfCENSING HFP-11 SMOKE DETECTOR –30. FROM PREVIOUS ADDRESSABLE DEVICE OR POSER SOURCE MACE IS LISTED FOR AIR VOLOQTY APPUCATIONS OF 300-4000 FT IN MEN USED IN CON J)NCTION ISM DUCT HOUSINGS AD -11P OR AD-11XPR 03-11 iSTAME)ARD SMOK DETECTOR BASE DATA IN (-) >- DATA IN (+) > I I REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE > ( ) DATA OUT (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID HARD LID - CEILING SPEAKER SUPPORT TILE BRIDGE 4' SQUARE DEEP BOX , WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE • JUNCTI❑N BOX MOUNTED ON \,\ CEILING FLEX ` / / / JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT 0 0 ; I TO NEXT DEVICE 0 0 CADDY BAR SMOKE DETECTOR— SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved N7 00 0' v y FAX (206) 628-4990 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE 5/5/08 oz «<\< 0 z H Z 0 z c� z Cr) SCALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER:54527 1 SHEET FA -02,, 0 • LUCKY BRAND JEANS WESTFIELD SOUTHCENTER MALL SCALE 1/8:11 1 FLAG NOTES: ; I • • FIELD LOCATE RELAY MODULE FOR 'BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF • ALL VAV UNITS.(SEE SIEMENS INSTALLATION SUBMITTAL FOR •LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD 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. ri ht 2006 b Guardian Securit S stems, Inc. All R. hts Reserved I Lf) • LCD \CD C\J• '0 •0 CD • E\..1 LLJ z 0 Lu LU LU LU Et z DESCRIPTION' SHOP DRAWINGS LIJ (2t 0 tr) <<<<< co co < ---) — 0 ECG Z 2 w cC CC 5i< m <13- P225 CXLL c?)'2 D —J 0 CALE: 1/8"=l' DRAWN BY: LAN DERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 , BACKROUND PLAN PROVIDED BY ..10B NUMBER:54527 SHEET FA -03 ;.I [i CSI Li 5 40 J C ELECTRICAL_ ROOM J: RECYCLING STORAGE T. E1 = N 11- 13 ,[( 1 0 ,r` ,1 C1.. NORTH fr - <1 0 LLJ cri 1 125 ---Ft - LUCKY BRAND JEANS ! !, 515 LJ • < (_! F F ' , r\1 G7 s LUCKY BRAND JEANS WESTFIELD SOUTHCENTER MALL SCALE 1132'4 S,2V 2S,2V 2S,2V 2S,2V A S,2V 75 15 15 15 75 15 EOL -S1 2S,2V FA -BOX FACP EX D 1 351 1 n 2I L.LJ 1 4r) J _LU /1 ,1; __1_ )1, 11475 ST - r.L r II :� (J1_ 8 01 SYSTEM CALCULATIONS LUCKY BRAND JEANS , LUCKY BRAN JEANS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations, I FACP ADD ONS i SHOP DRAWINGS < o 0 i in Current Load: Standby: Alarm: 5. Current Load: Standby: Alarm: ! , Device Type Qty Amps Total Amps Total Device Type Qty Amps Total Amps Total ` I HFP-11 0.0022 0.0022 0.0023 Main System Board 1 0.03 0.03 0.030 0.030 AD2-P 1 0.0635 0.0635 0.064 0.064 , SET -MC @15CD SET -MC @30CD SET -MC @75CD_ 'SET-MC,@110CD 1 0.064 0.064 HTR -R 2 0.009600 0.0096 0.021 0.042 0.098 HTRI-D 0.001600 0.0035 2 0.175 0.350 ICP -B6 0.005 0.233 SET HMC-C@115CD _T HM SEC-C@135CD SET;HMC-C@185CD ;2R-NIC'@15CD ZR -MG @30CD HCP: = 0.318 . �_ _..... 0.318 0.445 0.0731 Amps 0.106 Amps 3 0.064 0.192 ��.___ _ _._____ 0.098 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 0.0015 0.03 Amps 0.636 Amps Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours ,. . 25% Derating= 2.204 Amp -hours Alarm Current Load: 0.636 Amps For 5 Minutes= 0.053 Amp -hours , . Total System Current Load: 2.204 Amp -hours .;1.' 25% Derating= 0.967 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH ' ` Total System Current Load: 0.967 Amp -hours 1 Battery Pair to be Used: 12VDC Amp -hours 7AH i. BATTERY SIZING CALCULATION Notification Appliance ;Circuit Detail PROJECT: !WESTFIELD SOUTHCENTER MALL Panel:: LUCKY BRAND JEANS } ! W ire Resistance 1.62- Date: 3 May 8, 2008 j CURRENT TOTAL= y 606 CIRCUIT: S1• L QTY 1 0 2 L. 0 0 Device Type t SET -MC @15CD SET -MC @30CD ;SET -MC @75CD O SET MC @110CD ;Alarm Current; Alarm Total - Wire Size Wire Length # . Voltage at EOL ' Circuit Total • 641 641 - 1 198 01 75 350 , P ^ 2331 01 I 1 O� 5 {SET-HMC-C@115CD 318[ 1 0 i SET -HMC -C@1 77C D 445; 01 1 0 `SET -HMC @135CD 3184 ` o 0 ;SET -HMC @185CD 4451 0; 3 1 Z -MC 15C D 1 641 _ 0__IZ-MC@30CD _ ._...._ . 192 981 0 0 SET-MC#CW@110CD F 2331 0 DEVICES=16 TOTAL mA= 606. 12250ry__. '_n__ 19.909141 - 1 z»..Notifcaton��4_.�. liance +Crcui Dve._ �.__ll . i-v�___._._-_m_ pp t ta PROJECT: [ VVESTFIELD SOUTHCENTER MALL Panel: LUCKY BRAND JEANS Date: May 8, 2008 CIRCUIT:ISPEAKER CIRCUIT QTY 5 Device Type 3 70.7V1/8 0 0 0 0 0 0 0 0 DEVICES=I3 #Total Wire Resistance (R) 1 0.81; (WL*2)*(R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E ) 1Wire Resistance 2.58 :CURRENT TOTAL 5.4 6061 (E=I*R) EOL Voltage (20.4 - E) 0.61 0.49 19.91 • !Alarm Current, Alarm Total Wire Size Wire:Length Voltage at EOL Circuit Total 1.8 5.41 5. Ce ( ) ;Total Wire Resistance R 0 0 0, 01 0 i TOTAL m A=1 5.41 14 e. 1 } 300 4- 20.3916408 (WL*2)*(R/ft) Total Device Load, Amps (I) (Total Cct Load) ;Voltage Drop (E ) (E_I* R) 1 EOL Voltage (2014 - E) 1.55` 0.01.i 1 0.01 20.39; • 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 RELEASE/REVISIONS REV. BY: DESCRIPTION SHOP DRAWINGS < o 0 i in CO co Q -1 co LLIW�o CCF- CD W Q c w= co < ES W o� co C'C � tV J CO r�w�/. V r/ CC; Cr w z w C co z 0 J Q 0 w. E'- >" • (SICALE: 1/8" ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: 10B NUMBER:54527 SHEET ROSERDIAGM VOLTAGEDROPCALCULATION ( Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved ADJACENT TENANT ADJACENT TENANT TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. I�--S-li`� and exact addle.ss for shut- down hutdown or restoration approval. RETAINER STRAP WHERE REQUIRED IN SEISHIC AREAS TOP BEAM/ C—CLAMP WITH SET SCREW 3/8' ALL THREAD ROD. PIPE SWIVEL RING STEEL JOIST/TRUSS HANGER DETAIL NTS b'-0" 6YP5UM CEILING 6YPSUM GEILIN6 GYP, BD. 50f'FIT II �II II I1 11 11 GYPSUM CEILING REFLECTED GEILIN6 PLAN 114' ILO' MALL SERVICE CORRIDOR -\10-s S KROOM ADJANT TENANT J SUSPENDED .STOCKROOM LI6HTIN6 AT 12'-0" A.F.F., (TYPICAL) Design per NFPA 13, Ordinary Hazard, Group 2 All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart o 19 — Add Reliable Model G4A Standard Response 165° Pendents 1/2 x 1/2 O 1 — Add Reliable Model G Standard Response 165° Chrome Pendent 1/2 x 1/2 o 10 — Add Reliable Model G Standard Response 165° Upright 1/2 x 1/2 o E — Existing pendent no change 30 — Total ATENANT jDJA �ftiw On—� `ti 4008b Dc" . W!thout Comments la As Noy ea in Red -EZifPer he Attached Letter •These plans have den reviewed bv.TheTukwila.Fire rravention Bureau roe ::.nformance with current City �tendards. AccerWi-..:e.is subject tui errors and . ..- emissions which co or aUt,nnr!ze Violations of adopted .tendards and ord:i an :s. The responsibility for the adequacy of desi9,, cr;e designer. • Additions, deli .'o,,u , . r_ o.:iohs td hese drawings after this date will vo;n aid will require a ;e.subrnittai of rcvis;_:, rot suosjequent approval. • Final acceptance is st.itl; cr to field. test and inspection L) - The The Tukwila Fir:: Prevention Bureau. :,ate:- X6 -1By: CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 ALDO 627 Southcenter Mall Tukwila, WA 98188 DATE: 6,.z3, i2J DRA :Lcf SCALE:. I /14 PAID MAI 2 3 2012 TUK JILA FIRE LTG ,r236, 1