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HomeMy WebLinkAboutPP - 1047 SOUTHCENTER MALL - STARBUCKS COFFEE - PERMITS AND PLANS1047 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-254 08-S-237 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Starbucks 1047 Southcenter Mall Permit No.: 08-S-237 Date: May 29, 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. Hydraulic Summary 1 Job Number: KS0356 Report Description: Ordinary Group II ky ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/16/2008 11:57:01 AM Page 1 Job Number KS0356 Design Engineer Adam Kanter Job Name Starbucks State Certification/License Number WESTESF136QF Address 1 1047 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 j Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 26.00 at 21.556 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 1115.75ft2 Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 16 Coverage Per Sprinkler 130.00ft2 ( ( I. IA Total Hose Streams. 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 426.56 676.56 �, , ' } Maximum Pressure Unbalance In Loops 0.000 111 ` W . ���////Nv ti Maximum Velocity Above Ground 11.43 between nodes 51 and 49 Maximum Velocity Under Ground 1.61 between nodes 2 and 336 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2364.65ga1 6.54ft3 Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpmj Available Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 2 250.00 140.000 20.000 10900.00 _ 139.299 676.56 72.877 66.422 Contractor Contractor Number KS0356 Contact Name Adam Kantner Contact Title Project Manager Contractor Name Western States Fire Protection Phone 425.881.0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 E-mail City State Zip Code Redmond WA 98052 Web -Site ky ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/16/2008 11:57:01 AM Page 1 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/16/2008 11:57:04AM Page 2 lig Summary Of Outflowing Devices r Job Number: KS0356 Report Description: Ordinary Group II Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 116 27.14 26.00 5.6 23.496 Sprinkler 113 27.02 26.00 5.6 23.274 Sprinkler 111 26.79 26.00 5.6 22.881 Sprinkler 107 26.55 26.00 5.6 22.473 Sprinkler 108 26.60 26.00 5.6 22.566 Sprinkler 105 26.43 26.00 5.6 22.282 Sprinkler 103 26.21 26.00 5.6 21.907 Sprinkler 106 26.49 26.00 5.6 22.380 Sprinkler 117 27.15 26.00 5.6 23.500 Sprinkler 104 26.36 26.00 5.6 22.151 Sprinkler 102 26.12 26.00 5.6 21.764 14! Sprinkler 101 26.00 26.00 5.6 21.556 Sprinkler 115 27.11 26.00 5.6 23.432 Sprinkler 112 26.86 26.00 5.6 23.006 Sprinkler 110 26.67 26.00 5.6 22.680 Sprinkler 114 27.06 26.00 5.6 23.349 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/16/2008 11:57:04AM Page 2 Id Node Analysis Job Number: KS0356 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 21 14-6 E(2-0) 30.396 24 14-6 2P0(9-11) 30.663 30 14-6 E(2-0) 29.506 32 14-6 PO(5-0) 29.666 30.727 29.605 29.562 34 14-6 P0(9-11) 38 14-6 PO(5-0) 42 14-6 E(2-0) 45 14-6 E(2-0) 28.217 47 14-6 PO(5-0) 28.305 49 14-6 PO(5-0) 28.930 51 14-6 P0(9-11) 30.766 54 14-6 P0(9-11) 30.777 56 14-6 E(2-0) 30.438 61 14-6 E(2-0) 28.051 64 14-6 PO(5-0) 28.161 28.755 65 14-6 PO(5-0) 67 14-6 P0(9-11) 30.889 70 14-6 P0(9-11) 30.913 72 14-6 E(2-0) 30.575 29.662 80 14-6 E(2 -0L 81 14-6 PO(5-0) 29.887 83 14-6 2P0(9-11) 31.134 85 14-6 E(2-0) 30.806 109 13-2 fE(6-91/2y 48.869 166 13-6 fE(6-9'/2) 52.877 294 1-11 PO(26-4) 65.631 336 3-10% BFP(-4.500) 69.382 375 1-11 LtE(16-0) 65.667 1 -6-0 _ 0.000 116 8-8 Spr(-23.496) 23.496 23.274 27.14 113 11-6 Spr(23.27. 27.02 111 11-6 Spr(-22.881) 1 22.881 26.79 107 10-6 Spr(-22.473) 22.473 26.55 108 8-8 Spr(-22.566) 22.566 26.60 105 11-6 Sp�22.2fg2). 22.282 26.43 103 _ 11-6 Spr(-21.907) 21.907 26.21 106 11-6 Spr(-22.380) 10-6 Spr(-23.500) 22.380 26.49 117 23.500 27.15 104 9-4% Spr(-22.151) 22.151 ' _ 21.764 21.556 _ 26.36 102 ' 11-6 Spr(-21.764) 26.12 ' 101 11-6 Spr(-21.556) _ 26.00 27.11 115 10-6 Spr(-23.432) 23.432 112 10-0 Spr(-23.006) 23.006 26.86 110 10-0 : Spr(-22.680) 22.680 23.349 26.67 114 10-0 Spr(-23.349) 27.06 2 -4-0 S 72.877 426.56 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/16/2008 11:57:08AM Page 3 ata Hydraulic Analysis Job Number: KS0356 Report Description: Pipe Type 3 Diameter Flow Velocity HWC Friction Loss Length Pressure r Length Summary Length Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Total a Route 1 DR 1.049 Q=26.00 9.65 C=120 0.211435 28-9% Pf 7.783 8-0 Pe -1.288 36-9% Pv 101 61 11-6 14-6 q=26.00 K=5.6 21.556 28.051 Spr(-21.556) 4E(2-0) BL 1.682 0=26.00 3.75 C=120 0.021212 5-2 Pf 0.109 Pe 0.000 5-2 Pv 61 64 14-6 14-6 28.051 28.161 BL 1.682 Q=52.36 7.56 C=120 0.077442 7-8 Pf 0.594 Pe -0.000 7-8 Pv 64 65 14-6 14-6 28.161 28.755 BL 1.682 Q=78.48 11.33 C=120 0.163756 3-1% Pf 2.135 9-11 Pe 13-0% Pv 65 67 14-6 14-6 28.755 30.889 P0(9-11) CM 4.260 0=318.86 7.18 C=120 0.023719 1-0 Pf 0.024 Pe 1-0 Pv 67 70 14-6 14-6 30.889 30.913 CM 4.260 0=345.97 7.79 C=120 0.027584 8-0 Pf 0.221 Pe 8-0 Pv 70 83 14-6 14-6 30.913 31.134 CM 4.260 Q=426.56 9.60 C=120 0.040634 287-7% Pf 17.157 60-9 Pe 0.578 348-5 Pv 83 109 14-6 13-2 31.134 48.869 E(13-2), 7fE(6-9%), 2cplg(-1.500) CM 4.026 0=426.56 10.75 C=120 0.053503 58-10 Pf 4.153 18-9% Pe -0.145 77-7'% Pv 109 166 13-2 13-6 48.869 52.877 2EE(4-0), Eel (4-0), fE(6-9%2) CM 4.260 0=426.56 9.60 C=120 0.040634 112-0% Pf 7.736 78-4 Pe 5.018 190-4% Pv 166 294 13-6 1-11 52.877 65.631 3fE(6-9%), CV(28-11 %), GV(2-7%), P0(26-4) FM 8.329 0=426.56 2.51 C=120 0.001552 7-7 Pf 0.037 16-0 Pe -0.000 23-7 Pv 294 375 1-11 1-11 65.631 65.667 LtE(16-0) FM 10.420 0=426.56 1.60 C=120 0.00.0521 4LtE(16-0), BV(19-0), BFP(-4.500) 26-5% Pf 4.557 83-0 Pe -0.842 109-5% Pv 375 336 1-11 3-10% 65.667 69.382 UG 10.400 Q=426.56 1.61 C=140 0.000396 109-2 Pf 0.087 111-7 Pe 3.407 220-9% Pv 336 2 3-10% -4-0 69.382 72.877 E(35-1), 3LtE(25-6), S Qi Route 2 DR 1.049 0=26.12 9.70 C=120 0.213319 27-91,4 Pf 8.279 11-0 Pe -1.288 38-9'/: Pv 102 65 11-6 14-6 q=26.12 K=5.6 21.764 28.755 Spr(-21.764) 3E(2-0), P0(5-0) a Route 3 DR 1.049 0=26.21 9.73 C=120 0.214618 26-9'h Pf 7.685 9-0 Pe -1.288 35-9% Pv 103 47 11-6 14-6 q=26.21 K=5.6 ' 21.907 28.305 Spr(-21.907) 2E(2-0), P0(5-0) BL 1.682 0=52.64 7.60 C=120 0.078233 8-0 Pf 0.626 Pe 8-0 Pv 47 49 14-6 14-6 28.305 28.930 BL 1.682 0=79.14 11.43 C=120 0.166296 1-1% Pf 1.835 9-11 Pe 11-0% Pv 49 51 14-6 14-6 28.930 30.766 P0(9-11) CM 4.260 0=213.23 4.80 C=120 0.011267 1-0 Pf 0.011 Pe 1-0 Pv 51 54 14-6 14-6 30.766 30.777 CM 4.260 0=240.38 5.41 C=120 0.014064 8-0 Pf 0.113 Pe 8-0 Pv 54 67 14-6 14-6 30.777 30.889 a Route 4 DR 1.049 0=26.36 9.78 C=120 0.216828 29-0 Pf 8.237 9-0 Pe -2.227 38-0 Pv 104 64 9-4% 14-6 q=26.36 K=5.6 22.151 28.161 Spr(-22.151) 2E(2-0), PO(5-0) GI Route 5 DR 1.049 0=26.43 9.81 C=120 0.218012 27-1% Pf 7.223 6-0 Pe -1.288 33-1% Pv 105 45 11-6 14-6 q=26.43 K=5.6 22.282 28.217 Spr(-22.282) 3E(2-0) BL 1.682 0=26.43 3.82 C=120 0.021872 4-0 Pf 0.087 Pe 4-0 Pv 45 47 14-6 14-6 28.217 28.305 a Route 6 DR 1.049 0=26.49 9.83 C=120 0.218897 26-9% Pf 7.839 9-0 Pe -1.288 35-9% Pv 106 49 11-6 14-6 q=26.49 K=5.6 22.380 28.930 Spr(-22.380) 2E(2-0), PO(5-0) %. n M F P CAII Inr A AiitrI PRIMII(al \/Pc s, ' R ncuc,nnnn . ... _ age d11 Hydraulic Analysis Job Number: KS0356 Report Description: Ordinary Gr Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Summary Total Length v Route 7 DR 1.049 0=26.55 9.86 C=120 0.219741 29-3% Pf 8.854 107 10-6 q=26.55 K=5.6 22.473 Spr(-22.473) 11-0 Pe -1.721 38 14-6 29.605 3E(2-0), P0(5-0) 40-3% Pv BL 1.682 Q=53.15 7.67 C=120 0.079625 3-4% Pf 1.057 38 14-6 29.605 9-11 Pe 24 14-6 30.663 P0(9-11) 13-31..4Pv CM 4.260 0=80.29 1.81 C=120 0.001850 8-8% Pf 0.065 24 14-6 30.663 26-4 Pe 34 14-6 30.727 P0(26-4) 35-0% Pv CM 4.260 0=134.10 3.02 C=120 0.004777 8-0 Pf 0.038 34 14-6 30.727 , Pe 51 14-6 30.766 8-0 Pv ai Route 8 DR 1.049 0=26.60 9.88 C=120 0.220583 35-1% Pf 9.513 108 8-8 q=26.60 K=5.6 22.566 Spr(-22.566) 8-0 Pe -2.516 42 14-6 29.562 4E(2-0) 43-1% Pv BL 1.682 0=26.60 3.84 C=120 0.022130 1-11 Pf 0.043 42 14-6 29.562 Pe 38 14-6 29.605 1-11 Pv Q Route 9 DR 1.049 0=26.67 9.90 C=120 0.221609 30-3% Pf 9.152 110 10-0 q=26.67 K=5.6 22.680 Spr(-22.680) 11-0 Pe -1.945 81 14-6 29.887 3E(2-0), PO(5-0) 41-3'% Pv BL 1.682 0=53.53 7.73 C=120 0.080682 5-6'/z Pf 1.247 81 14-6 29.887 9-11 Pe 83 14-6 31.134 P0(9-11) 15-5% Pv op Route 10 DR 1.049 0=26.79 9.94 C=120 0.223429 27-1% Pf 8.073 111 11-6 q=26.79 K=5.6 22.881 Spr(-22.881) 9-0 Pe -1.288 32 14-6 29.666 2E(2-0), PO(5-0) 36-1% Pv BL 1.682 0=53.80 7.77 C=120 0.081448 3-1% Pf 1.062 32 14-6 29.666 9-11 Pe 34 14-6 30.727 P0(9-11) 13-0% Pv Route 11 DR 1.049 0=26.86 9.97 C=120 0.224559 30-3% Pf 8.601 112 10-0 q=26.86 K=5.6 23.006 Spr(-23.006) 8-0 Pe -1.945 80 14-6 29.662 4E(2-0) 38-3% Pv BL 1.682 0=26.86 3.88 C=120 0.022529 10-0 Pf 0.225 80 14-6 29.662 Pe 81 14-6 29.887 10-0 Pv v Route 12 DR 1.049 0=27.02 10.03 C=120 0.226979 27-1% Pf 7.520 113 11-6 q=27.02 K=5.6 23.274 Spr(-23.274) 6-0 Pe -1.288 30 14-6 29.506 3E(2-0) 33-1% Pv BL 1.682 0=27.02 3.90 C=120 0.022771 7-0 Pf 0.159 30 14-6 29.506 Pe 32 14-6 29.666 7-0 Pv Gil Route 13 DR 1.049 0=27.06 10.05 C=120 0.227653 33-3% Pf 9.402 114 10-0 q=27.06 K=5.6 23.349 _ Spr(-23.349) 8-0 Pe -1.945 85 14-6 30.806 4E(2-0) 41-3% Pv BL 1.682 0=27.06 3.91 C=120 0.022839 4-5% Pf 0.328 85 14-6 30.806 9-11 Pe 83 14-6 31.134 P0(9-11) 14-4 Pv Go Route 14 DR 1.049 0=27.11 10.06 C=120 0.228402 30-9% Pf 8.864 115 10-6 q=27.11 K=5.6 23.432 Spr(-23.432) 8-0 Pe -1.721 72 14-6 30.575 4E(2-0) 38-9% Pv BL 1.682 0=27.11 3.91 C=120 0.022914 4-10'% Pf 0.338 72 14-6 30.575 9-11 Pe 70 14-6 30.913 P0(9-11) 14-9 Pv wr Route 15 DR 1.049 0=27.14 10.08 C=120 0.228978 33-1% Pf 9.417 116 8-8 q=27.14 K=5.6 23.496 Spr(-23.496) 8-0 Pe -2.516 21 14-6 30.396 4E(2-0) 41-1% Pv BL 1.682 0=27.14 3.92 C=120 0.022972 1-8% Pf 0.266 21 14-6 30.396 9-11 Pe 24 14-6 •30.663 P0(9-11) 11-7 Pv v Route 16 DR 1.049 0=27.15 10.08 C=120 0.229015 29-9'/z Pf 8.659 117 10-6 q=27.15 K=5.6 23.500 Spr(-23.500) 8-0 Pe -1.721 56 14-6 30.438 4E(2-0) 37-9'4 Pv GAL Ccs M.E.P.CAD Ina ifig AutnSPRINKR VRA vA 9 R nai1annno a 1 •c7.40n11/1 r,___ 11 Hydraulic AnalysisIIJob Number: KS0356 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 BL 1.682 Q=27.15 3.92 C=120 _ 0.022976 4-10% Pf 0.339 56 14-6 30.438 9-11 Pe 54 14-6 30.777 P0(9-11) 14-9 Pv Equivalent Pipe Lengths, of Valves and Fittings (C=120 only) ` C Value Multiplier 4 87 Actual Inside Diameter )4.87 ( Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv 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 De1V Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow - Eel 11%° Elbow Ee2 22Y2 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 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/16/2008 11:57:12AM Page 6 Hydraulic Graph Job Number: KS0356 Report Description: Ordinary Group II Supply at Node 2 150 Static Pressure 140.000 135 - 120 - 105 90 .N - a _ ri 7G Pressur N O A O C 11111111111111111111111111 1111111111111111111111111 .676.56 426.56 with hose @ 72.877 streams System demand curve 10900.00 @ 20.000_ I WLu0ulll 111111111 111111111 111111 111111111111 111111111 111111111 111111111 111111111 710000 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 139.299 @ 676.56 System Demand 426.56 @ 72.877 System Demand (Including Hose Allowance) 676.56 @ 72.877 (M ©M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 05/16/2008 11:57:23AM Page 7 119 Flow Diagram (Top View) Job Number: KS0356 Report Description: Ordinary Group 11 ki# 1lflir for.. J'WU lvi © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/16/2008 11:57:28AM Page 8 STARBUCKS FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UV SER SHEET TITLE FA -01 SYSTEM INFORMATIO\ FA -02 TYPICAL DETAILS - WIRI\ G A\D Iv OU\TI\G FA -03 FRE ALAv SYSTE \A FLOOR PLA\ FA -04 SYSTEM CALCULATIO\S GE\ERAL), RISER, SITE PLAN WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N 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 V/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR *14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND 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 TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM FLL 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 O.D. .0467 .210 O.D. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. NCH - NCH NCH NCH NCH INCH N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED 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 NEPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. g FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF .NEPA 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 NEPA 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. 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 23. QUANTITY 2 1 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD B LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD ® SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT SMOKE ®D DETECTOR AD2-P W/ SIEMENS DUCT HOUSING TSM MODULE VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) Dc SET -MC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. SET -MC -W SIEMENS 4S DEEP BOX IN/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM STROBE (CEILING MOUNT) FIRE ALARM © s i ROBE (WALL MOUNT) Q C Q B AWP SET -HMC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING ZR -MC --W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. FIRE ALARM SPEAKER (CEILING MOUNT) FIRE ALARM SPEAKER (WALL MOUNT) MR SET -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM FIRE ALARM STROBE (WEATHERPROOF) MULTI -VOLTAGE CONTROL RELAY SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY IN FIELD 1/2" PIPE MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD FA JBOX MAGNETIC DOOR HOLDER FIRE ALARM TERMINAL CABINET JUNCTI❑N BOX F.B.O. j F.B.O. F.B.O. 1 VEIFY IN FIELD F.B.O. GREEN REMOVE BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A caZ 0 ca CO 0' FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS NOTICE d, signed, Tukwila artment Pre-test must be presented nspector prior to REV. BY: I NVI =•• A.F.F. ABOVE FINISHED FLOOR N/A i•• •• N/A Per The AttaKi Letter N/•' F.B.O. FURNISHED BY OTHERS N/A i nev Rlans have been revie % by The Tukwila FireN/ •y Prevention Bureau for conformance with current city stand- r. Acce.tance is subject to errors and N/A NOT APPLICABLE N/A omOigns which do not author violations of adopteA/ • stanaaras and ordinances. The responsibilty for the . - • ..M • • ` ' / d." signer. '. U.O.N. UNLESS OTHERWISE NOTED N/A Ad 't s, deletions or revisi nr these drawings att�/ . this date will void this acceptaic and will require a .._ . ; .. t 't at 4 .r .."1 t -s . •S - ...- A CompletE Fire Dep WP WEATHERPROOF DEVICE N/A N/A N/A N/ Final acceptance is subject to field test and inspection by • e 1 ica e to the I RED AS BUILT ADD OR CHANGE N/A N/A N/ - N/ •I Date: / D By: -! O 06 - Testing and De ... Failure ( GREEN REMOVE BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A caZ 0 ca CO 0' FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS NOTICE d, signed, Tukwila artment Pre-test must be presented nspector prior to REV. BY: I NVI DESCRIPTION SHOP DRAWINGS DATE cO 0 N 0 <<< 17 - co J' - JCI) 2 CTS W Z C30 mfY U(/) u. c ZQ L24 04‹ ment of Acceptance �f any Fire Alarm Lection Systems. �f test will result in a Re -inspection Fee and termination of the testing. IUKWILA FIRE DEPARTIUt,EN7 Please call: 575.4407 and give this job No. ©�-,�� and exact address for shut. down or restoration agor,,vall, Copyright 2006 by Guardian Security 1 -- 4' 2008 Tukwila Fire Systems, Inc. All Rights Reserved SCALE: 1/8"=1' DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 6/02/08 BACKROUND PLAN PROVIDED BY: \JOB NUMBER:54547 SHEET \ FA -01 i 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+ A STOP IF LAST DEVICE O DUCT DETECTOR LOCATION FROM XLS CONTROL PANEL OR g:—.7 PREVIOUS ADDRESSABLE DEVIL END CIF LINE DEVICE(3,6K 1/4W) U" SUPERVISED SWITCH 0 0 GROUND O O HTRI—R OSTATUS LED 00 r\ 0 0 COM N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. O TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE L + NOTE 1: VOLTAGE MAX. - CURRENT MAX, - CONT. RES, MAX. - MAX, CABLE LENGTH - C CLINE TO LINE) - C CLINE TO SHIELD) - MAX, LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING TUBE INLET SAMPLING—\. TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE 4 -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O TO NEXT ADDRESSABLE DEVICE j STOP IF LAST DEVICE (+j FROM XLS CONTROL PANEL OR f(4.) 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 DETECTION. 1001 TB1 0 0 0 0 0 23456 HCP TB2 mm -+ 654321 END OF LINE Z 1 () 0to DEVICE s 0 -4- (3.6K 1/4W) 1 • SUPEISED ./%� SWITCHRV;' GROUND ' NOTE: O © HTRI—D 0110 STATUS LED 00 0 0 NOT USED co 0 O FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 CND N AC Io1 .LJ. T 0 PAD -3 0 L=J 00 O INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+1- 1 2+2- 2 NC C NO + - + - + - + - + - 1112 24K n + TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE END OF LINE DEVICE 3.6K 1/4W) `-`SUPERVISED SWITCH NAC -4 NAC -3 NAC -2 2 NAC -1 ( FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE 72 DEVICE LOOP .+, NOT USED REMOTE DEVICE LOOP 0- 0 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 470 OHMS EOL N 9 T M-1 0 O GQCQ TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL FROM REMOTE POWER SUPPLY C'S' CABLE) FROM FACP CVOICE CIRCUIT) C'V' CABLE) SCALE NOPE EARTH GROUND --).(+)TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE (S ) STROBE (+j SPEAKER (+) AK(R) 0 C. (+) (—) STROBE (STROBE) SPEAKER SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY 80" A.F.F. 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 ❑R END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER6TIE N TEMPERATURE: +32' F 0- C TO 100' F 38' C) HUMIDITY: O-9 % RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR -► FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE tDATA IN( )>- DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT IN WHEN USED IN CONJUNCTION TH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEICE— (-) DATA OUT 1 > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID s\ 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 JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT 0 0 c TO NEXT DEVICE 0 0 CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE:NONE SUSPENDED ILLUMINATED CEILING DO NOT IRSTLL ADDRESSA LE N -FIAT DEVICES UNTIL PREPROGRAMMED WIT DEVICES ADDRESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved r) 00 0' O (/) LU J UJ CI) O W r) r` TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z 4 DESCRIPTION SHOP DRAWINGS DATE co 0 N 0 o <a<aa OD OD T CO §z W O >" w0 � Z D w= Ca cc ow CD OD SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/02/08 BACKROUND PLAN PROVIDED BY: �OB NUMBER:54547 SHEET FA -02 } NORTH EOL—S1 20.25V EX F � si:A.?ii .,r 0 l. ' I Ck4 -- - fEl)CE il'PI'ER MIELL 'tE,l?ISfJa i l _➢.0/BAP ' --SCALE FOOD CA EE "A' 1 fi i LIDS MON:: r h itt CONDIMENTS S A I. E LNMIER METRO HELVIN/ __ / I 25,2 III ,52�/ l01 I X, 5,,.ATITIk Iti\,_ ar -....---111\1Id;- ��_ ,r 1,Ft ' r '111 f'\c,-.7,1t_�t�y D�� OI ?.uta;. __.L k----vi,'- 1 -,-`,111.11 - :ROI _ l�R'aLe VVsl t_._ �:1.,: RDiLoY. r-•--1 1 ; t Ill _4 151 STARBUCKS WESTFIELD SOUTHCENTER MALL SCALE 118"=1' r----/; f;-._ 3RIi PA!, 2S,2V TAG \ 0 ES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS.(SEE SIEMENS INSTALLATION SUBMITTAL FOR L❑CATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR, SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM, FIELD LOCATE WITHIN 3 FEET OF C❑NTRL PANEL. FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER. AC POWER BY EC FROM .DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT, PLANS \OT APPROVED DO NOT INSTALL ADDRESSABLE INIT ATING DEVICES JNTIL PREPROGRAMMED WITH DEVICES ADDRESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved co 0' W y C4 CD FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE co 0 N 0 (0 o a«« SCALE: 1/8"=1' DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 6/02/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER:54547 FA -03,, SHEET i I\ G I -1 1j - Lj '1) C OD LL U1 il. nO tZ 1_j_, EtaG ° J STATBUCKS C H O;:; 0 --- [3 A. R KI -c h�1 I)1- I --I f:. == { 001:) K1 G, ` ERN. PIER C. l 1\j G [3A O0 : A Iv K I <1 l . 1:7 0It0 _: k (j) i( ° PR --7 NORTH i 0 U 0 0 ) >-- 130 1 rr EXIST:N(3 F.001LOCI<;FR TEN ANC EI STARBUCKS WESTFIELD SOUTHCENTER MALL ..1/1(r1 ?RE-ZE1: TIME, 11111110 HIM ri I.i CJ 0 SYSTEM CALCULATIONS KING FRED IVIEYEI EWELE S • t1 t �a 0 c xI 1N(. JCPenney .5 LEI0 0 El Li 0 0 O 0 0 /, / .... 1 2 7 r' G r 1. ''1-- L) -�(•, --> .r n 33 0 ❑ a f.7 ❑ ❑ 0 0 0 e n a 0 L 0 O 0 r_ 0 0 0 i7 0 0 f: 0 c o r 0 SCALE 1132"-1' . EX BATTERY SIZING CALCULATION STARBUCKS STARBUCKS FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE c0 STARBUCKS Wire Resistance 1.62 ' 0 Panel: June 2, 2008 CURRENT TOTAL= 239 Current Load: Standby: Alarm: S1 Current Load: Standby: Alarm: QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 1 SET -MC @15CD 64 64 Device Type Qty Amps Total Amps Total 0.62 Device Type SET -MC @30CD Qty Amps Total Amps Total HFP-11 1 0.0022 0.0022 0.0023 _ _ Total Device Load, Amps (I) 0.24 0 SET -MC @110CD 233 0 AD2-P 1 0.0635 0.0635 0.064 0.064 0 Main System Board 318 1 0.03 0.03 0.030 0.030 Voltage Drop ( E) HTR -R 0 2 0.009600 0.0096 0.021 0.042 SET -MC @15CD _ _1 SET-MC30 @CD - (E= 1 * R) 0 SET -HMC @135CD 0.064 0.064 HTRI-D 0.001600 EOL Voltage 0.0035 0 SET -HMC @185CD 445 0 _ 0.098 ICP -B6 0 0.005 _ 64 98 0 0 _ SET -MC @75CD SET -MC @110CD 1 0 0.175 0.233 0.175 233 0 20.25209724` 2391 DEVICES= 2- TOTAL mA= 239 12 191 SET HMC-C@115CD 0.318 PROJECT: WESTFIELD SOUTHCENTER MALL SET HMC-C@135CD STARBUCKS Wire Resistance 2.58' 0.318 June 212008 CURRENT TOTAL 3.6 0.0731 Amps 0.106 Amps SET HMC-C@185CD 0.445 QTY Device Type Alarm Current Alarm Total Wre Size Wire Length Voltage at EOL Circuit Total ZR -MC @15CD 2 70.7V1/8 1.8 3.6 0.064 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours ZR -MC @30CD 0.098 0 0 0 �... � -�� Total Device Load, Amps (I) HCP 0 0 0 0.0015 Alarm Current Load: (Total Cct Load) 0.106 Amps For 5 Minutes= 0.009 Amp -hours Voltage Drop 0.03 Amps 0.269 Amps 25% Derating= 2.204 Amp -hours 0 Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours 0 0 0 M... (20.4 - E) 0 0 0 Alarm Current Load: 0.269 Amps For 5 Minutes= 0.023 Amp -hours 2 TOTAL mA= Total System Current Load: 14 2.204 Amp -hours 25% Derating= 0.928 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH - Total System Current Load: 0.928 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION r") o� co O' c z N o `o - o - o Z N � X W a cnw (1) O (/) W t-- TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE c0 STARBUCKS Wire Resistance 1.62 ' 0 Panel: June 2, 2008 CURRENT TOTAL= 239 N Date: CIRCUIT: S1 QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 1 SET -MC @15CD 64 64 Total Wire Resistance (R) 0.62 0 SET -MC @30CD 98 0 (WL * 2) * (R/ft) 1 SET -MC @75CD 175 175 _ _ Total Device Load, Amps (I) 0.24 0 SET -MC @110CD 233 0 (Total Cct Load) 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E) 0.15 0 SET-HMC-C@177CD 445 0 (E= 1 * R) 0 SET -HMC @135CD 318 0 EOL Voltage 20.25 0 SET -HMC @185CD 445 0 _ _ (20.4 - E) 0 Z-MC@15CD FZ-MC@3OCD _ 64 98 0 0 _ - - �_ 0 0 SET-MC-CW@110CD 233 0 20.25209724` 2391 DEVICES= 2- TOTAL mA= 239 12 191 Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL STARBUCKS Wire Resistance 2.58' Panel: June 212008 CURRENT TOTAL 3.6 Date: CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wre Size Wire Length Voltage at EOL Circuit Total 2 70.7V1/8 1.8 3.6 Total Wire Resistance (R) 0.99 0 0 0 �... � -�� Total Device Load, Amps (I) 0.00 0 0 0 (Total Cct Load) 0 0 0 Voltage Drop ( E ) 0.00 _ 0 0 0 EOL Voltage 20.40 0 0 0 M... (20.4 - E) 0 0 0 - DEVICES= 2 TOTAL mA= 3.6 14 191 20.396451981 3.61_ r") o� co O' c z N o `o - o - o Z N � X W a cnw (1) O (/) W t-- TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE c0 0 N 0 co r z 0 w VJ M Cw^' w EE w CI) O DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/02/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER:54547 SHEET RISER DIAGRAM VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved FA -04 _,/ Starbucks VICINITY Y MAP (Suite# 1047) SCALE: NT 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 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. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE X26 F� • 27� CLG.8'-8" Ordinary Group 11'0.20gpmlft2 for 1115.75ft NZONE T5 Existing Main Ad03 311A F� Without Comments As Noted In Rted p':r'i I,ti /:\._ .ohed Letter i nese pl.a IIs h:•:,,,, Prevent , standard. ` omissiof-, : , stafc8rC.. o.-, a de ju= :;'d Addit,or+_ . this Ci?'.` ' resubmittal o a Th`-'Tu1:..itaFire C!_; r :'; ;t City • tor pted ,,he .6 utter a 1s.proval.. Final accept -.4 -ice test acid inspection by : The Tukwila Fire Pfeventi/un Bureau. Date: 5 " C q - 0?? By: FIRE SPRINKLER SYSTEM 1/8"=1'-0" 1 NOTICE • ;TYPICAL FLEXABLE SPRINKLER CONNECTION:: FLEXHEAD PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS MOUNTING BRACKET REDUCING -FITTING - SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXIIEAD DETAIL NOT TO SCALE ////////////// // (2 MeEMBEDKELALfMT FIG. SO9 SWIVEL SWAY BRACE FITTING BRACE PIPE FIG.1000 -FAST CLAMP° SWAY BRACE ATTACHMENT LIKE PIPE LATERAL UNE RESTRAINTS WN -THREADED BRACE PIPE FIG.4A PIPE CLAMP FOR SWAY BRACE 18' KWIK BOLT (2 IM• EMBED LENGTH) LATERAL BRANCHLINE RESTRAINT Mad NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Starbucks Remote Area: Retail # 1047 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCcuPANcvct sS ORD HAZARD 11 MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 1115.75 Ft' SPRINKLER Reliable Semi -Ree F1 FR ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 426.56 GPM @ 65.667 PSI Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. fUKWILA FIRE DEPARTMEN3, Please call: 575.4402 and give this job No. ni-S- D.3 7. ?-. J J Jre3s for shut ur rest:;ration approval. 1 3 5 7 9 11 sEl-1m®—U. —lh. —Sr J At time of Design Hanger No. 07C HILTI Kwik Bolt III Rod Coupling Q Cut Rod Lgth Rounded to Nearest Inch All Thread Rod Pi Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Swivel Ring Note on Plan: Hanger Number and Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE . PAID V .2..2008 IOC Tukwila Fire 4td uI z 0 Adam Kantn N 0 0 a cc z 0 0- • SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 16 5.6 Pendent Brass 155°F Semi -Recessed APPROVAL City of Tukwila HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT Total = 16 CONT. NO.: KS0356 DRAWN BY: Adam Kantner SPRK ON SHE 1: SEE LEGEND SPRK ON JOB: DATE 05/16/08 Western States Fire Protection Company 7102 180th AVE NE, u 1 t A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED AL13( UEROUE/AUS IN/DALLAS/DECATIRt/DETNER/DULUTH/ HOUSTON /KANSAS CrrS LASVEGISIMLM&APOLIS /PHOENIX /PORTLAND/RAPID CITY/ ST. PAUL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Starbucks 1047 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF 1 Starbucks VICINITY MAP (Suite# 1047) 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 sprinkler system to remain. Western States Fire Protection will modify the existing system only jn the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE 26 2E3 Ordinary Group II.0.20gpm/ft2 for 1115.75ft2 N FIRE SPRINKLER SYSTEM 118"=1'-0" ZONE T5 Existing Main TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE y SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING 318" KWIK BOLT (2 IW EMBED LENGTH) BRACE PIPE FIG.1 0 AST CLAMP" SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG.4A PIPE CLAMP FOR SWAY BRACE FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT air KWIK BOLT (2 1W EMBED LENGTH) BRACE PIPE Eta ,fig NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Starbucks Remote Area: Retail # 1047 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 occuPANCYcLAss ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 1115.75 Ft' SPRINKLER Reliable Semi-Rec F1 FR ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 426.56 GPM @ 65.667 PSI At time of Design Hanger No. 07C HILTI Kwik Bolt III HILTIK.9( Bot ll Drited Anchor 7 .. i 'C / Rod Coupling Q Cut Rod Lgth Rounded to Nearest Inch AN Thread Rod Swivel Ring Pipe q. Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE og— sz37 cu (1) w z 0 Adam Kantner U) 0 Western Construction Services CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TENP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 16 5.6 Pendent Y2' Brass 155'F Semi -Recessed APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT Total =16 CONT. NO.: KS0356 HANGER SYMBOL BRANCHLINE RESTRAINT DRAWN BY: Adam Kantner SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE: 06/19/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY. OFFICES LOCATED ALERJOUEROUE /AUSTIN/ DALLAS/ DECATUR /DENVER /DULUTH /HOUSTON /KANSAS CITY LAS VEGAS/MIMJEAPOLIS /PHOENIX/ PORTLAND/RAPID CITY/ ST. PALL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Starbucks 1047 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF 1