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HomeMy WebLinkAboutPP - 1139 SOUTHCENTER MALL - SERENITY NAILS & SPA - PERMITS AND PLANS1139 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-299 08-S-338 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: Serenty Nails 1139 Southcenter Mall 08-S338 June 18, 2008 Steve Kohler Fire Inspector/Plan Review (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. 11 Hydraulic Summary Job Number: KS0437 Report Description: Ordinary Group II Job Job Number KS0437 Design Engineer Adam Kanter Job Name Serenty Nails State Certification/License Number WESTESF136QF Address 1 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City State Zip Code Tukwila Wa 98188 Drawing Name i FP -1 Serenty Nails.cad System !Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 26.00 at 21.556 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density Area of Application 0.20gpm/ft2 1023.75ft2 (Actual 1092.45ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated Coverage Per Sprinkler 17 130.00ft2 AutoPeak Results. Pressure For Remote Area(s) Adjacent To Most Remote Area � Vii' Total Hose Streams 250.00w.I � �' System Flow Demand Total Water Required (Including Hose Allowance) 519.14 769.14 , it i11 f J I r • _ i r ,<<'.4 :5.:41 'i" Maximum Pressure Unbalance In Loops 0.000 83 and 135und ::,EE:des 1.96 between nodes 1 and 407 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2409.94ga1 1.22ft' Supplies Hose Flow Static Residual Flow Node (gpm) (psi) I (psi) (gpm) Available Total Demand Required I Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 140.000 20.000 10900.00 I _ 139.111 769.14 96.339 42/72 Contractor Contractor Number KS0437 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 1 City State Zip Code Redmond WA 98052 Web -Site ©M.E.P.CAD, Inc. M AutoSPRINKO VR5 v5.2.6 06/12/2008 1:27:37PM Page 1 Summary Of Ouiflowing Devices Device Actual Flow (gpm) Minimum Flow (gpm) Job Number: KS0437 Report Description: Ordinary Group II K -Factor Pressure (K) (psi) Sprinkler 117 Sprinkler 115 Sprinkler 114 34.66 32.57 32.52 26.00 26.00 26.00 Sprinkler Sprinkler Sprinkler 106 30.05 26.00 105 29.15 113 32.36 26.00 26.00 Sprinkler 110 31.43 26.00 c Sprinkler 101 26.00 26.00 Sprinkler 116: 32.59 26.00 Sprinkler 109 30.97 26.00 Sprinkler Sprinkler 111 31.52 104 27.73 Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 107 30.61 102 26.99 108 30.80 26.00 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 38.297 33.834 33.729 28.792 27.096 33.399 31.497 21.556 33.860 30.581 31.674 26.00 5.6 24.517 26.00 5.6 29.885 103 27.58 112 31.62 1J Most Demanding Sprinkler Data 26.00 5.6 23.221 26.00 5.6 30.241 26.00 5.6 24.252 26.00 5.6 31.890 (U © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/12/2008 1:27:39PM Page 2 Node Analysis 1 Job Number: KS0437 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 15 14-6 2P0(8-0) 48.871 18 14-6 E(2-0) 48.417 81 14-6 2P0(8_-_0) 49.359 83 14-6 2P0(8-0) 48.914 86 14-6 T(26-4) 48.882 93 16-6 2P0(8-0) 47.755 94 16-6 2P0(8-0) 47.713 140 16-6 PO(5-0) 45.055 145 16-6 P0(5-0) 43.393 135 14-6 PO(5-0) 38.941 151 14-6 P0(5-0) 35.361 172 16-6 P0(5-0) 43.593 175 16-6 P0(5-0) _ 40.542 33.235 168 ' 14-6 P0(5-0) 193 16-6 E(2-0) 43.241 39.371 197 16-6 P0(5-0) 180 14-6 ' P0(5-0) 41.338 182 14-6 PO(5-0) 31.956 192 14-6 P0(5-0) 40.858 196 14-6 P0(5-0) 31.347 221 16-6 E(2-0) 39.066 209 _- 14-6E42-0) _---_ - _ _ 31.245 212 14-6+ E(2-0) 40.587 89.018 399 1-11 PO(5-0), PO(26-4) 407 3-10Y2 BFP(-4.500) 92.806 ' 443 1-11 LtE(16-0) 89.066 117 8-0 Spry 38.29 38.297 34.66 115 _ 10-0 Spr(-33.834) _ _ 33.834 33.729 - 32.57 114 15-6 Spr(-33.729) 32.52 - - 106 12-0 Spr(-28.792) _ 28.792 30.05 105 12-0 Spr(-27.096) 27.096 29.15 113 13-0_Spr(-33.399) 33.399 ! 32.36 ; 110 , 15-6 Spr(-31.497) 31.497 21.556 3.1.43 --- 26.00 - - - 32.59 fi 101 13-0 i Spr(-21.556) 116 13-0 1 Spr(-33.860) 33.860 t 10915-6 1 . Spr(-30.581) 30.581 rt 30.97 111 13-0 1 Spr(-31.674) 31.674 31.52 104 12-0 • Spr(-24.517) 24.517 27.73 107 12-0 Spr(-29.885) 29.885 23.221 + 30.241 24.252 31.890 30.61 26.99 _ 102 12-0 Sir( -23.221) 108 10-0 Spr(-30.241) _ 30.80 103 10-0 Spr(-24.252)_ 27.58 112 12-0Y2 Spr(731.890) 31.62 1 -4-04t S _ 96.339 519.14 M, ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 06/12/2008 1:27:41 PM Page 3 111 Hydraulic Analysis 1 Job Number: KS0437 Report Description: Ordinary Group 11 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Length Summary Length Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Total Route 1 DR 1.049 Q=26.00 9.65 C=120 0.211435 49-3 Pf 12.320 101 13-0 q=26.00 K=5.6 21.556 Spr(-21.556) 9-0 Pe -0.641 168 14-6 ' 33.235 2E(2-0), PO(5-0) 58-3 Pv BL 1.610 Q=108.29 17.07 C=120 0.367631 5-91/2 Pf 2.126 168 14-6 33.235 Pe 151 14-6 35.361 5-9'/z Pv BL 1.610 Q=137.44 21.66 C=120 0.571388 6-3 Pf 3.581 151 14-6 35.361 Pe 135 14-6 38.941 6-3 Pv BL 1.610 Q=167.49 26.40 C=120 0.823746 4-1% Pf 9.973 135 14-6 38.941 8-0 Pe 83 14-6 48.914 PO(8-0) 12-1% Pv CM 4.260 Q=425.38 9.58 C=120 0.040427 11-0: Pf 0.445 83 14-6 48.914 •Pe 81 14-6 49.359 11-0 Pv CM 4.260 Q=519.14 11.69 C=120 0.058439 369-10'/z Pf 34.207 81 14-6 49.359 164-1'/z Pe 5.452 399 1-11 89.018 2cplg(-1.500), 4P0(26-4), 534-0 Pv 4fE(6-91/2), CV(28-11 %), GV(2-7%) FM 8.329 Q=519.14 3.06 C=120 0.002232 5-7 Pf 0.048 399 1-11 89.018 16-0 Pe -0.000 443 1-11 89.066 LtE(16-0) 21-7 Pv FM 10.420 Q=519.14 1.95 C=120 0.000750 26-5% Pf 4.582 443 1-11 89.06683-0 Pe -0.842 407 3-10% 92.806 4LtE(16-0), BV(19-0), BFP(-4.500) 109-5% Pv UG 10.400 Q=519.14 1.96 C=140 0.000569 109-2 Pf 0.126 407 3-10% 92.806 _ _ 111-7 Pe 3.407 1 -4-0 96.339 E(35-1), 3LtE(25-6), S 220-9'/z Pv v Route 2 DR 1.049 Q=26.99 10.02 C=120 _ 0.226502 29-8 Pf 9.209 102 12-0 q=26.99 K=5.6 23.221 Spr(-23.221) 11-0 Pe -1.084 196 14-6 31.347 3E(2-0), PO(5-0) 40-8 Pv BL 1.610 Q=54.56 8.60 C=120 0.1034381 5-10% Pf 0.609 196 14-6 31.347 lPe 182 14-6 31.956 5-10Yz Pv BL 1.610 Q=82.29 12.97 C=120 0.221217 5-9% Pf 1.279 182 14-6 31.956 1Pe 168 14-6 33.235 5-9'/z Pv a. Route 3 DR 1.049 Q=27.58 10.24 C=120 0.235785 29-10% Pf 8.935 103 10-0 q=27.58 K=5.6 24.252 Spr(-24.252) 8-0 Pe -1.942 209 14-6 31.245 4E(2-0) 37-10'% Pv BL 1.610 Q=27.58 4.35 C=120 0.029272 3-5% Pf 0.102 209 14-6 31.245 'Pe 196 14-6 31.347 3-5'/z1 Pv ei Route 4 DR 1.049 Q=27.73 10.29 C=120 0.238164 26-9 Pf 8.514 104 12-0 q=27.73 K=5.6 24.517 Spr(-24.517) 9-0�� Pe -1.075 182 14-6 31.956 2E(2-0), PO(5-0) 35-9 Pv GO Route 5 DR 1.049 Q=29.15 10.82 C=120 _ 0.261254 26-9 Pf 9.339 105 12-0 q=29.15 K=5.6 27.096 Spr(-27.096) 9-0 Pe -1.075 151 14-6 35.361 2E(2-0), PO(5-0) 35-9 Pv Q Route 6 DR 1.049 Q=30.05 11.15 _ _ C=120 0.276348 29-8 Pf 11.242 106 12-0 q=30.05 K=5.6 28.792 Spr(-28.792) 11-0 Pe -1.093 135 14-6 38.941 3E(2-0), PO(5-0) 40-8 Pv Route 7 DR 1.049 Q=30.61 11.36 C=120 0.286034 31-1'% Pf 12.048 107 12-0 q=30.61 K=5.6 29.885 Spr(-29.885) 11-0 Pe -1.075 192 14-6 40.858 3E(2-0), PO(5-0) 42-1% Pv BL 1.610 Q=62.24 9.81 C=120 0.131950 3-7% Pf 0.480 192 14-6 40.858 Pe 180 14-6 41.338 3-7% Pv BL 1.610 Q=93.75 14.78 C=120 0.281575 _ 20-6 Pf 8.021 180 14-6 41.338 8-0 Pe 81 14-6 49.359 P0(8-0) 28-6 Pv v Route 8 DR 1.049 Q=30.80 11.43 C=120 0.289188 32-2% Pf 11.633 108 10-0 q=30.80 K=5.6 30.241 Spr(-30.241) 8-0 Pe -2.809 221 16-6 39.066 4E(2-0) 40-21,4Pv ©M.E.P.CAD, Inc. ,19AutoSPRINK® VR5 v5.2.6 06/12/2008 1:27:44PM Page 4 111 Hydraulic Analysis 1 Job Number: KS0437 Report Description: Ordinary Group H Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Total Length Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.610 0=30.80 4.85 C=120 0.035902 8-6 Pf 0.305 221 16-6 39.066 Pe 197 16-6 39.371 8-6 Pv BL 1.610 0=61.76 9.73 C=120 0.130097 9-0 Pf 1.171 197 16-6 39.371 Pe 175 16-6 40.542 9-0 Pv BL 1.610 0=93.19 14.69 C=120 0.278460 10-3 Pf 2.851 175 16-6 40.542 Pe 145 16-6 43.393 10-3 Pv BL 1.610 0=125.72 19.81 C=120 0.484483 0-11 Pf 4.319 145 16-6 43.393 8-0 Pe 94 16-6 47.713 P0(8-0) 8-11 Pv CM 4.260 Q=125.72 2.83 C=120 0.004239 10-0 Pf 0.042 94 16-6 47.713 Pe 93 16-6 47.755 10-0 Pv CM 4.260 Q=223.24 5.03 C=120 0.012264 7-7 Pf 0.260 93 16-6 47.755 13-7 Pe 0.867 86 14-6 48.882 2fE(6-9%) 21-2 Pv CM 4.260 Q=257.89 5.81 C=120 0.016017 2-0, Pf 0.032 86 14-6 48.882 'Pe 0.000 83 14-6 48.914 2-0 Pv Route 9 DR 1.049 0=30.97 11.50 C=120 0.292192 24-6% Pf 9.215 109 15-6 q=30.97 K=5.6 30.581 _ Spr(-30.581) 7-0 Pe -0.424 197 16-6 39.371 E(2-0), P0(5-0) 31-6% Pv Route 10 DR 1.049 0=31.43 11.67 C=120 0.300278 24-6Y2 Pf 9.469 110 15-6 q=31.43 _ K=5.6 31.497 Spr(-31.497) 7-0 Pe -0.424 175 16-6 40.542 E(2-0), PO(5-0) 31-6% Pv Route 11 DR 1.049 0=31.52 11.70 C=120 0.301841 _ 25-1% Pf 10.305 111 13-0 q=31.52 K=5.6 31.674 Spr(-31.674) 9-0 Pe -0.641 180 14-6 41.338 2E(2-0), P0(5-0) 34-1% Pv Route 12 DR 1.049 Q=31.62 11.74 C=120 0.303743 26-1% Pf 9.762 112 12-0% q=31.62 K=5.6 31.890 Spr(-31.890) 6-0 Pe -1.066 212 14-6 40.587 3E(2-0) 32-1% Pv BL 1.610 0=31.62 4.98 C=120 0.037709 7-2% Pf 0.271 212 14-6 40.587 Pe 192 14-6 40.858 7-2% Pv Route 13 DR 1.049 0=32.36 12.01 C=120 0.317010 _ _ 27-11� Pf 11.703 113 13-0 q=32.36 K=5.6 33.399 Spr(-33.399) 9-0 Pe -1.508 172 16-6 43.593 2E(2-0), P0(5-0) 36-11 Pv BL 1.610 0=64.95 10.24 C=120 0.142782 10-3, Pf 1.462 172 16-6 43.593 Pe 140 16-6 45.055 10-3 Pv BL 1.610 0=97.52 15.37 C=120 0.302871 0-11 Pf 2.700 140 16-6 45.055 8-0 Pe 93 16-6 47.755 P0(8-0) 8-11 Pv v Route 14 DR 1.049 0=32.52 12.07 C=120 _ 0.319912 24-6% Pf 10.089 114 15-6 q=32.52 K=5.6 33.729 Spr(-33.729) 7-0 Pe -0.424 145 16-6 43.393 E(2-0), P0(5-0) 31-6'h Pv Route 15 DR 1.049 0=32.57 12.09 C=120 0.320829 32-9 Pf 14.030 115 10-0 q=32.57 K=5.6 33.834 Spr(-33.834) 11-0 Pe -2.809 140 16-6 45.055 3E(2-0), PO(5-0) 43-9 Pv Route 16 DR 1.049 0=32.59 12.10 C=120 0.321060 27-111 Pf 10.889 116 13-0 q=32.59 K=5.6 33.860 Spr(-33.860) 6-0 Pe -1.508 193 16-6 43.241 3E(2-0) 33-11 Pv BL 1.610 0=32.59 5.14 C=120 0.039859 8-10 Pf 0.352 193 16-6 43.241 Pe 172 16-6 43.593 8-10 Pv o Route 17 DR 1.049 0=34.66 12.87 C=120 0.359794 29-11% Pf 12.938 117 8-0 q=34.66 K=5.6 38.297 Spr(-38.297) 6-0 Pe -2.818 18 14-6 48.417 3E(2-0) 35-111,4Pv BL 1.610 0=34.66 5.46 C=120 0.044667 2-2 Pf 0.454 18 14-6 48.417 8-0 Pe 15 14-6 48.871 P0(8-0) 10-2 Pv l © M.E.P.CAD, Inc. y�yAutoSPRINKO VR5 v5.2.6 06/12/2008 1:27:44PM Page 5 Hydraulic Analysis Job Number: KS0437 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity Downstream Elevation Discharge K -Factor Upstream HWC Friction Loss Length Pressure Pt Pn Fittings Eq. Length Summary Total Length CM 4.260 Q=34.66 0.78 C=120 0.000391 15 14-6 86 14-6 48.871 48.882 T(26-4) 1-5 Pf 0.011 26-4 Pe -0.000 27-9 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter ` 4.87 ) = Factor C Value Multiplier Value Of C 100 130 Multiplying Factor 0.713 1.16 140 150 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 DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11Y° 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 (My © M.E.P.CAD, Inc. 411AutoSPRINK® VR5 v5.2.6 06/12/2008 1:27:44PM Page 6 lid Hydraulic Graph Job Number: KS0437 Report Description: Ordinary Group II Supply at Node 1 150 Static Pressure 140.000 135 120 105 769.14 19.14@96.339 with hose I streams 90 .N Q 9-1 75 N N T. 60 -System demand curve 45 30 10900.00 @ 20.000_ 15 7/ -Ill lliriiii i i i i i i i i i i ii iii 1 i i I 1 (1 1 1 1 1 1( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 I l l ill I I I I I I I I I I I 1 0 11002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.111 @ 769.14 System Demand 519.14 @ 96.339 System Demand (Including Hose Allowance) 769.14 @ 96.339 �1 ©M.E.P.CAD, Inc. M AutoSPRINK®VR5 v5.2.6 06/12/2008 1:27:49PM Page 7 Flow Diagram (Top View) Job Number: KS0437 Report Description: Ordinary Group 11 (bl ©M.E.P.CAD, Inc. li AutoSPRINKO VR5 v5.2.6 06/12/2008 1:27:51 PM Page 8 SERENITY NAIL AND SPA FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UM3E SHEET TITLE FA -01 SYSTEV I\FOMATIO\ FA -02 TYPICAL DETAILS - WRI\G A\D VOUNTI\G FA -03 FRE ALARM SYSTEM FL00H PLA\ FA -04 SYSTEV CALCULATIO\S GE SITE PLA 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 W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIAT❑R 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 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 0.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT POINT DF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED.. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY -HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. g. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C'. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES 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 E 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 FRCP. 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. 2 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 QUANTITY 2 1 3 1 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 El 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 N LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD ® SMOKE DETECTOR HFP-11 W/ SIEMENS /41 SMOKE DB-11 BASE 4S DEEP W/ 1G RING CEILING DUCT SMOKE �p DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DEFECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING gL C FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING E. C FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET-HMe-CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. Ric FIRE ALARM STROBE (CEILING MOUNT) ZR -MC --CW SIEMENS 4S BOX W/ 1G RING CEILING FIRE ALARM © STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) Q C ZR -MC -W SIEMENS SET -CW SIEMENS 45 ROX W/ 1G RING Fin" A.F.F. TO BOTTOM U.O.N. 4S DEEP BOX CEILING W/ 1-1/2" EXT. Q B AWP FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201/C AIR ,PRODUCTS 4S BOX VERIFY IN FIELD f 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.D. N/A VERIFY IN FIELD A.F.F, ABOVE FINISHED FLOOR N/A N/A ceEPrE N/A TUKWILA FIRE DEPARTM.E11/4 Please call: 575-440Z and give this job No. and exact address for Shut ern or restoration own/ Copyright 2006 by Guardian Security Systems, OTICE CO 0\ 0 ON 00 N x TEL. (206) 622-6545 d, signed, Tukwilt rtment Pre-test must be presented spector prior to Hent of Acceptance f any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. ;9 d "� -- J 2008 1.,�. Tukwila Fire 33 ,1/sv Inc. All Rights Reserved RELEASE/REVISIONS r as LU z DESCRIPTION SHOP DRAWINGS w co 0 rn 0 z C C� (/) o0 a ¢0) z 2z < FE F2 ZZ < v= Z <IQ Q w0, ccco z� w a�wfnnn .CALE: 1 /8"=1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: r SHEET ej FA -01 OTHERS - vr.ulvut VCJI111'11GIItO -- D As Noted In Red N/A NOT APPLICABLE N/A N/A ■ Per The Aed Letter N/A !nese plans have been reviewed by The TuIV./iia Fire U.D.N. UNLESS OTHERWISE NOTED N/A P4 y ntion Bureau for conff r nce with current cit\/A s andards. Acceptance is subject to errors and nmiscions which do not authorize violations WP WEATHERPROOF DEVICE N/A of adopted s4piras and orainances.N responsibility for thetl/A adequacy of design rests totally with the designer. Additions, delctienc or revisions '.o these RED AS BUILT ADD OR CHANGE N/A drawings atter tl ,/te will void this .acceg r pe and will require a N/A resubmittal of revised drawings for subsequent approval. A completE GREEN AS BUILT REMOVE N/A FklaIpacceptance is subjeciNdeld test and inspectihh'ly The Tukwila Fire Prevention Bureau. , Fire Dep Certificate to the Ir BLUE AS BUILT NOTES TO CAD N/A DNt6A 0 ®o BO/A 0 0 N/A commencer Testing c TUKWILA FIRE DEPARTM.E11/4 Please call: 575-440Z and give this job No. and exact address for Shut ern or restoration own/ Copyright 2006 by Guardian Security Systems, OTICE CO 0\ 0 ON 00 N x TEL. (206) 622-6545 d, signed, Tukwilt rtment Pre-test must be presented spector prior to Hent of Acceptance f any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. ;9 d "� -- J 2008 1.,�. Tukwila Fire 33 ,1/sv Inc. All Rights Reserved RELEASE/REVISIONS r as LU z DESCRIPTION SHOP DRAWINGS w co 0 rn 0 z C C� (/) o0 a ¢0) z 2z < FE F2 ZZ < v= Z <IQ Q w0, ccco z� w a�wfnnn .CALE: 1 /8"=1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: r SHEET ej FA -01 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE DUCT DETECTOR L❑CATI❑N O FROM XLS CONTROL PANEL OR i+' PREVIOUS ADDRESSABLE DEVIL END OF LINE DEVICE(3.6K 1/4W) - SUPERVISED SWITCH O GROUND O 0 LC) 0 O HTRI—R STATUS LED t\ CO O O O N.O. 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 NOTE 1: VOLTAGE MAX, - CURRENT MAX,- C❑NT, 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 TO NEXT ADDRESSABLE DEVICE f STOP IF LAST DEVICE 1(-) FROM XLS CONTROL PANEL OR .1(+) PREVI❑US ADDRESSABLE DEVICE ( ) END OF LINE DEVICE (3.6K 1/4W) SUPERVISED RELAY CONTACTS SWITCH (4.OA @ 125VAC) GROUND (4.0A @ 30VDC) 27 VDC 3.5 roA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0,02uF 0,04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC. TO GUARANTEE DETECTI❑N, 0 1001 TB1 S s m 0 0 0 123456 -ICP TB2 654321 O 0 O J NOTE: 0 / O CV re) � O � O O HTRI-D OSTATUS LED 0 NOT USED 0 O FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SC (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC 0 0 U 0 PAD -3 0 n0 O INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 0000 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE END OF LINE DEVICE 3.6K 1/4W) \ GUPERVISED 1 SWITCH 2 NAC -4 NAC -3 NAC -2 NAC -1 FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE .� DEVICE LOOP 0 0 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 470 OHMS 4w EOL 0 IC INPU o 9 9 TS M-1 0 INC 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL EARTH GROUND —>(+) TO NEXT DEVICE OR } —>(-) STOP IF LAST DEVICE FROM REMOTE POWER SUPPLY C'S' CABLE) FROM.FAGP (V❑ICE CIRCUIT) ('V' CABLE) SCALE NONE (STR❑BE) SPEAKER � U ( STR❑BE-) � u STROBE) SPEAKER (0 ) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE________ OR STROBE ONLY R E O 4S DEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER T1IN¢ TEMPERA RE: +32'F O- C) TO 100'F (38' C) }TUMIDITY: 0-9333333% RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR -->- FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) >--- DATA IN (+) DEVICE IS LISTED FOR NR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR r DB -11 j / SMOKE DETECTOR BASE .�V REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE - > ( ) DATA OUT 1 > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID ---\. CEILING -SPEAKER SUPPORT -IP_ BRIDGE HARD LID ----\ 4' SQUARE DEEP BOX -- N WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT JUNCTI❑N BOX-, MOUNTED ON ` CEILING FLEX O O TO NEXT DEVICE / 0 0 ----CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE=NONE ---- SUSPENDED ILLUMINATED CEILING DO NOT I \ ST4LL ADDRESSABLE INITIALING DEVOCES UNT PREPROGRAVi ,D WITH DEVILS ADDRESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 0' 0' CV '0 0 (V x Ila TEL. (206) 622-6545 RELEASE/REVISIONS z DESCRIPTION SHOP DRAWINGS LU 1--- Q 0 0 0 rn L() 0 co Q O) Z 2Z Q � cco F— u)ZZ Q w0 cc V)� ZEN§ W '12 W (/) 0 SCALE: 1 /8"= 1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: �0B NUMBER: 1— SHEET FA -02 EOL—S1 20.03V FACP EX 0 z F=-\`1 2 i2 75 ...LEft,saas 2S,2V c 7 2S,2V T -f • _ SERENITY NAIL & SPA WESTFIELD SOUTHCENTER MALL SCALE 118'4 STAG 0 ,S: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE, FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATI❑N SUBMITTAL FOR LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI-D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF 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. FIRE ALARM J -BOX (VERIFY EXACT L❑CATI❑N G,C,'S FIRE ALARM CONTRACTOR TO TIE-IN ALL DEVICES TO J -BOX FINAL CONNECTI❑N TO MALL'S FIRE ALARM SYSTEM BY L.L. APR❑VED CONTRACTOR DO NOT I\S ALL ADDR TSSA L= N -IAT • ®EV CES UN IL PRFPROGRAMMFD WIT DEVICES ADDRESS. NG H Copyright 2006 by Guardian Security Systems, Inc. AH Rights Reserved 11 11 z z z CO 0\ 0 z C/) W J LU (!) O W TEL. (206) 622-6545 CO z O W W a w J w Ct REV. BY: z a DESCRIPTION SHOP DRAWINGS w co 0 <0) D Z o ««a 0 0 z J Q z z W CC rW v / (I) z 0 el:: co co T Q� 2 z WO cnzz 4= J Q�� CCW LE N� N. F- 111 (1) >1- (/) SCALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: 'OB NUMBER: SHEET FA -03 �I3 • NORDSTROM LEVELS 171,271 sf .,M. SFR. 4)°S 4 LEVELS 250.107sf MerVYTMS 2 LEVELS 65,2378F l.•S JENCLZCLEKS $1.:'.2)451 FS 11411: 1141.CEK900N5 82.212 'nIPCL S 4)0E 41 WASHINS:O\ Lt EL"./.71 R 41AR9t4:NS 4' 410:PEI:41'W 42;21, 11:2 P:G1IRE Pan'._ 1111211140 14/111'LFS TRAM 11i0P [1SK12 ROB5:Ni .NC 2 ABLECRJUR,E I C4C:A1A UC•5 MvT! !E' 1Y . NIC". 11111.442E1 L_L(<i Writ !LH _ THE 4ALK.NC Cll X57 [121(1 ®1 21 CO ACI 1 C~J I 1Lt SEARS [tin] -` I 1 :Ei ri .8019IK411?5 1:9,91 IRO C'nUOI: rM2 1,:_222 K•1J:CP Ir 1 :: ,2' 041JF.P, fa°. . n/.2EC2 A1C22A3 APC ,CP 22 1="L:4 1,::11.1E11 CHF<::f.CA2F. %1C;CRY P R2 J 1/. NORTH "2. r 4;h: bag SERENITY NAIL & SPA WESTFIELD SOUTHCENTER MALL -47 y ..11121 ,r -"t. 9=212!9 6.4" 1411$^F W::KvhttP 211: i •21,111'4 ::CfnR:' KCO METE •K.WEL8111 84107:NG CPraney ` LEVELS 3 LEVELS 2?5,4288T • _C SCALE 1/32'=1' 2S,2V©2S,2V02S,2V02S,2V62S2V 15 C 15 15 C EOL -S1 2S,2V EX D,I 2I RISER DIAGRAM SYSTEM CALCULATIONS BATTERY SIZING CALCULATION SERENITY NAIL AND SPA SERENITY NAIL AND SPA Circuit Detail FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DESCRIPTION SHOP DRAWINGS PROJECT: 1.62 431 cO Panel: SERENITY NAIL AND SPA Wire Resistance 0 Date: Current Load: CURRENT TOTAL= Standby: Alarm: CIRCUIT: Current Load: < 0) Standby: Alarm: T QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 3 SET -MC @15CD 64 Device Type Qty Amps Total Amps Total 0.86 Device Type SET -MC @30CD Qty Amps Total Amps Total HFP-11 1 0.0022 0.0022 0.0023 ' Total Device Load, Amps (I) 0.43 0 SET -MC @110C D 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 3 0 SET -HMC @135CD 0.064 0.192 HTRI-D 0.001600 EOL Voltage 0.0035 0 SET -HMC @185CD SET -MC @30CD 0 0.098 (20.4 - E) ICP -B6 Z-MC@15CD 64 0.005 SET -MC @75CD 1 0 Z-MC@30CD 98 0.175 0.175 0 SET-MC-CW@110CD 233 SET -MC @110CD 12 265 20.0299434` 431 0.233 DEVICES= 5 TOTAL mA= SET HMC-C@115CD 0.318 SET-HMC-C@135CD SET HMC-C@185CD ZR -MC @15CD ZR -MC @30CD 1 0.318 0.445 0:064 0.098 0.064 0.0731 Amps 0.106 Amps Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours HCP 0.0015 Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours 0.03 Amps 0.461 Amps 25% Derating= _ 2.204 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Battery Pair to be Used: Total System Current 12VDC Load: Amp -hours 2.204 7AH Amp -hours Alarm Current Load: 0.461 Amps For 5 Minutes= 0.039 Amp -hours 25% Derating= 0.948 Amp -hours Total System Current Load: 0.948 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: SERENITY NAIL AND SPA Wire Resistance 2.58 Date: CIRCUIT: June 4, 2008 CURRENT TOTAL= 7.2 SPEAKER CIRCUIT QTY Device Type 4 70.7V1/8 0 Alarm Current Alarm Total 1.8 7.2 0 0 Wire Size Wire Length Voltage at EOL Circuit Total Total Wire Resistance (R ) ( WL* 2 )* (R/ft) 2.92 0 0 0 Total Device Load, Amps (I) 0.01 0 0 0 (Total Cct Load) 0 0 0 Voltage Drop ( E ) 0.02 0 0 (E= I * R) 0 0 0 EOL Voltage 20.38 0 0 0 (20.4 - E) 0 0 0 0 0 0 DEVICES= 4 TOTAL m A= 7.2 14 565 20.379009121 7.2 VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved mss z LAI z rsr-) co 0' z 0 z U) uJ J LU C/) 1,0 0 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: WESTFIELD SOUTHCENTER Notification Appliance MALL Circuit Detail DESCRIPTION SHOP DRAWINGS PROJECT: 1.62 431 cO Panel: SERENITY NAIL AND SPA Wire Resistance 0 Date: June 4, 2008 CURRENT TOTAL= CIRCUIT: S1 < 0) T QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 3 SET -MC @15CD 64 192 Total Wire Resistance (R) 0.86 0 SET -MC @30CD 98 0 (WL * 2 ) * (R/ft) 1 SET -MC @75CD 175 175 Total Device Load, Amps (I) 0.43 0 SET -MC @110C D 233 0 (Total Cct Load) 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E) 0.37 0 SET-HMC-C@177CD 445 0 (E= I R) 0 SET -HMC @135CD 318 0 EOL Voltage 20.03 0 SET -HMC @185CD 445 0 (20.4 - E) 1 Z-MC@15CD 64 64 0 Z-MC@30CD 98 0 0 SET-MC-CW@110CD 233 0 431 12 265 20.0299434` 431 DEVICES= 5 TOTAL mA= Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: SERENITY NAIL AND SPA Wire Resistance 2.58 Date: CIRCUIT: June 4, 2008 CURRENT TOTAL= 7.2 SPEAKER CIRCUIT QTY Device Type 4 70.7V1/8 0 Alarm Current Alarm Total 1.8 7.2 0 0 Wire Size Wire Length Voltage at EOL Circuit Total Total Wire Resistance (R ) ( WL* 2 )* (R/ft) 2.92 0 0 0 Total Device Load, Amps (I) 0.01 0 0 0 (Total Cct Load) 0 0 0 Voltage Drop ( E ) 0.02 0 0 (E= I * R) 0 0 0 EOL Voltage 20.38 0 0 0 (20.4 - E) 0 0 0 0 0 0 DEVICES= 4 TOTAL m A= 7.2 14 565 20.379009121 7.2 VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved mss z LAI z rsr-) co 0' z 0 z U) uJ J LU C/) 1,0 0 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: NVI DESCRIPTION SHOP DRAWINGS cO LU 0 E- < 0) T In CI) c0 co T 0 Zti z T�z ; Q a O 4)n zQ :> L.w0 LJ r W U) N EC W 6ALE: 1 /8"=1 DRAWN BY: !.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/1 9/08 BACKROUND PLAN PROVIDED BY: ..JOB NUMBER: SHEET FA -04 j IN I ]T ':_j IN I 0 0 I ! • 0 01 • • SERENTY NAILS -Tr VICINITY MAP (SERENTY NAILS) 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 wib 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. 2j4 EAST RISER DETAIL HYDRAULIC REFERENCE 01\ NOT TO SCALE , . • 6 •1 0:2 •Retr- elv 1-•to , ICOURIDI 0 ,,. \ es ' b i )s+s v.k. 3 ,, • irr„ :491 1! • 241 Y= • ; -q4 Co 0 • 415'43. .01 CM WM BIM rIBB 0 r • 4,01/ 0 4?,,o • , • gsgnagelvill= 3 4 Co Nbr Q• • 0 0 1 • 0 qs• 0 • • . 7 93 0•• • Of - C.2 74. --V4. • . 450, • . 5• • . • • .4.• • 0 • •••••••••••••: 4-1 .Y. 0 2 0 .• • i.4,%.* I r Ordinary Group Group11.0.20gpm/ft2 for 1023.75ft2 •••• 25 221 FIRE SPRINKLER SYSTEM 0. ••••.1.:20▪ 14 118"=V-0" 26 • 3 5 7 9 11 TYPICAL FLEXABLE SPRINKLER CONNECTION • FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER , , BRANCHLINE ,FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING mt1*.004:kwewti., SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE /////////,'r 0(0. 909 SWIVEL SWAY BRACE FITTING BRACE PIPE • 318 KVVIK BOLT NV EMBED LENGTH) "FAST CLAMP' SWAY BRACE ATTACHMENT NNN LNE PIPE LATERAL L NE RESTRAINTS NON-THREADES BRACE PIPE Remote Area SERENTY NAILS #1139 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 : DENSITY .20 GPM / Fe for 1023.75 Ft' SPRINKLER Reliable F1FR Semi-Rec '; ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 519.14 GPM @ 92.81 PSI At time of Design 15'- 6" CLG. = 31.75% AREA REDUCTION FIG. 4A PIPE CLAMP FOR SWAY BRACE 3(BMIK BOLT (2 NV EMBED LENGTH) FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT at) LATERAL BRANCHLINE RESTRAINT Itt,,..g1)1 NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT Tb SCALE Hanger No. 07C HILTI Kwik Bolt III / HILTI KwIk Bolt II / Drilled Anchor p \-\ Cut Rod Lgth Rounded to Nearest Inch Rod Coupling M Thread Rod Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and W Dimension HANGER DETAIL NOT TO SCALE r CCE tit E —In Without Comments As Noted In Red Per The Attached Letter nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is sublet to errors and omissions which do not authorize violations of adopted stanaaras and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void thi•sacceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and Inspection b The Tukwila Fire, Prevention Bureau. fc 0 By: ?Do fUKWILA FIRE DEPAR maim Please call: 575-440Z and give this job No.06,- S3-3 :1 I'd exact addren for §tnitf ,wriur rsL@PAraVggi' • NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. VICINITY MAP DETAIL NOT TO SCALE r.J 01 ,V.! • ": 6f1:. JUN 1 7 2008 Tukwila Fire CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL R5415 19 5.6 Pendent White 155°F G4A CONCEALED APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R3615 3 5.6 Pendent Y2' Chrome 155°F F1FR SEMI-REC CONT. NO.: KS0437 Total = 22 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK. ON SHEET: SEE LEGEND sPRK. ON JOB: DATE: 06/12/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 REDMOND, WA - 98052 Llc. # WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN /DALLS/ DECATUR / DENVER /DULUTH / HOUSTON /KANSAS CITY LAS VEGAS/MINNEAPOLIS / PHOENIX/PORTLAND/ RAPID CITY/ ST. PAUL/SALT LAKE CITY / SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Serenty Nails /09 Southcenter Mall Tukwila IWa 98188 FIRE SPRINKLER SYSTEM FP -1 OF 1 SERENTY NAILS VICINITY MAP (SERENTY NAILS) SCALE: NTS 4 4 0-9'/23.1 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. EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE (25\ 26�� Ordinary Group II.0.20gpm/ft2 for 1023.75ft2 FIRE SPRINKLER SYSTEM 3 5 7 9 11 J TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE SWVL SWIVEL SWAY BRACE FITTING BRACE PIPE FIG.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT 3)8' KWIK BOLT (2114' EMBED LENGTH) LINE PIPE LATERAL LINE RESTRAINTS NON.THREADEO BRACE PIPE Remote Area SERENTY NAILS #1139 - CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY cross ORD HAZARD 0 MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 1023.75 Ft' SPRINKLER Reliable F1 FR Semi-Rec ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 519.14 GPM @ 92.81 PSI ' At time of Design 15'- 6" CLG. = 31.75% AREA REDUCTION FIG.4A PIPE CLAMP FOR SWAY BRACE r� LATERAL BRANCHLINE RESTRAINT Th -ti BRACE PIPE 318' KWIK BOLT (2 ifir EMBED LENGTH) //////////// // FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT // BRACE PIPE LATERAL BRANCHL[NE RESTRAINT NOT TO SCALE hanger No. 07C HILTI Kwik Bolt III HILT] Kwik Bolt II Drilled Anchor ��- i 1 ( / ` Cut Rod Lgth Rounded to Nearest Inch Rod Coupling All Thread` _ Rod Swivel Ring Pipe + Note on Plan: Hanger Number and' A' Dimension Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE w z 0 Adam Kantner 0 CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R5415 19 5.6 Pendent White 155°F G4A CONCEALED APPROVAL: City of Tukwila 'T\ HYDRAULIC REFERENCE POINT R3615 3 5.6 Pendent Chrome 155°F F1 FR SEMI-REC CONT. NO.: KS0437 Total = 22 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT 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 ALBUQUERQUE/AUSTIN/DALLAS/ DECATUR I DENVER /DULUTH /HOUSTON /KANSAS CITY LAS VEGAS /MINNEAPOLIS / PHOENIX / PORTLAND / RAPID CITY / ST. PAUL /SALT LAKE CITY / SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Serenty Nails Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF 1 r\