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HomeMy WebLinkAboutPP - 1066 SOUTHCENTER MALL - GYMBOREE - PERMITS AND PLANS1066 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-241 08-S-236 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Gymboree 1.056 Southcenter Mall 10(Q 2 Permit No.: 08-S-236 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'/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. © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 05/16/2008 12:42:31 PM Page 1 Hydraulic Overview 1 Job Number: KS0394 Report Description: Ordinary Group II Job Job Number KS0394 Design Engineer Andrew Chancellor Job Name Gymboree Phone (425)736-2231 FAX (425)881-0100 Address 1 Southcenter Mall State Cerbecation/Lroense Number WESTESF136QF MAO City of Tukwila City Tukwila State WA Zip Code 98188 Job Site Southcenter Mall System Densdy 0.20gpm/ft2 Area of Application 1080.00ft2 (Actual 1105.08ft2) Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.755 Hose Streams 250.00 Coverage Per Sprinkler 100.00ft2 Number Of Sprinklers Calculated 15 System Pressure Demand 76.295 System Flow Demand 369.98 Total Demand 619.98 @ 76.295 Pressure Result +63.108 (45.3%) Supplies Check Point Gauges . Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 10900.00 250.00 140.000 20.000 if At .. IA 444.0 Gymboree2 Supply at Node 1 (10900.00, 250.00, 140.000, 20.000) 150 _ 1 Static Pressure 140.000 ...tom, T.• :. 135 s-- g' 120 1 1 105 0 " 90 UMW1 z• ai X619.98 75 wi h hose streams • Hi ".. �. N N A a 60 X69.98 @ 76.295 Ei itt ----• iE"l!Weill ltii •••• MSystem demand curve •J 30 a. �. �� c• U --. 10900.00 @ 20.000 A 1:, c-7• _ �— ®� • +• o�J►• ¢7 r , 0 �f1H111111111111111Ullllllll 1111111H111111111 11111 1111 u I tl lll t I LII III11 o�s _ ® 1300 5500 6600 7700 8800, 9900 11000 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 05/16/2008 12:42:31 PM Page 1 . Hydraulic Summary Job Number: KS0394 Report Description: Ordinary Group II Job Job Number KS0394 Design Engineer Andrew Chancellor Job Name Gymboree State Certification/License Number WESTESF136QF Address 1 1056 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City Tukwila State WA Zip Code 98188 Drawing Name Gymboree2 System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.755 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 1080.00ft2 (Actual 1105.08ft2) Additional Hose Supplies Node Flow(gr m) Number Of Sprinklers Calculated 15 Coverage Per Sprinkler 100.00ft2 AutoPeak Results. Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 369.98 Total Water Required (Including Hose Allowance) 619.98 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.71 between nodes 456 and 562 Maximum Velocity Under Ground 1.40 between nodes 1 and 744 Volume capacity of Wet Pipes 5917.29ga1 Volume capacity of Dry Pipes 1.22ft' Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 140.000 20.000 I 10900.00 139.403 1 619.98 i 76.295 1 63.108 Contractor Contractor Number KS0394 Contact Name Andrew Chancellor 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 (425)881-3030 Address 2 E-mail City Redmond State Zip Code WA 1 98052 Web -She yj ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 05/16/2008 12:42:39PM Page 2 •i ifs Summary Of Dutflowing Devices = Job Number: KS0394 Report Description: Ordinary Group H Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Sprinkler 109 25.40 20.00 5.6 20.569 0.25gpm/ft2 Sprinkler 112 28.04 20.00 5.6 25.077 0.28gpm/ft2 Sprinkler 106 23.00 20.00 5.6 16.873 0.23gpm/ft2 Sprinkler 111 26.52 20.00 5.6 22.419 0.27gpm/ft2 Sprinkler 115 29.90 20.00 5.6 28.506 0.30gpm/ft2 Sprinkler 105 21.32 20.00 5.6 14.488 0.21gpm/ft2 Sprinkler 110 25.65 20.00 5.6 20.982 0.26gpm/ft2 Sprinkler 113 29.44 20.00 5.6 27.637 0.29gpm/ft2 Sprinkler 102 20.15 20.00 5.6 12.944 0.20gpm/ft2 Sprinkler 108 25.24 20.00 5.6 20.310 0.25gpm/ft2 Sprinkler 107 25.15 20.00 5.6 20.167 0.25gpm/ft2 c;9 Sprinkler 101 20.00 20.00 5.6 12.755 13.109 0.20gpm/ft2 0.20gpm/ft2 Sprinkler 103 20.28 20.00 5.6 Sprinkler 104 20.28 20.00 5.6 13.118 0.20gpm/ft2 Sprinkler 114 29.62 20.00 5.6 27.982 0.30gpm/ft2 r> Most Demanding Sprinkler Data 6A, © M.E.P.CAD, Inc. A AutoSPRINK® VR5 v5.1.32 05/16/2008 12:42:41 PM Page 3 Hydraulic Analysis Job Number: KS0394 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary . Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Route 1 DR 1.049 0=20.00 7.42 C=120 0.130131 10-1'/ Pf 2.227 101 10-7% q=20.00 K=5.6 12.755 Spr(-12.755) 7-0 Pe -1.893 581 15-0 13.089 E(2-0), PO(5-0) 17-1'4 Pv BL 1.610 Q=60.56 9.54 C=120 0.125437 3- Pf 0.473 581 15-0 13.089 Pe 574 15-0 13.562 3-9 Pv BL 1.610 0=80.71 12.72 C=120 0.213393 8-0 Pf 1.707 574 15-0 13.562 Pe 566 15-0 15.269 8-0 Pv BL 1.610 0=102.02 16.08 C=120 0.329219 8-6 Pf 2.634 566 15-0 15.269 I Pe 558 15-0 17.903 8-0 Pv BL 1.610 Q=125.02 19.70 C=120 0.479565 8-6� Pf 4.076 558 15-0 17.903 Pe 562 15-0 21.979 8- gl Pv BL 1.610 0=150.42 23.71 C=120 0.675202 9-8 Pf 17.341 562 15-0 21.979 16-0 Pe 456 15-0 39.320 P0(8-0), C(8-0) 25-8I Pv CM 4.260 0=281.02 6.33 C=120 0.018775 11-1 Pf 0.207 456 15-0 39.320 Pe 468 15-0 39.527 11-0 Pv CM 4.260 0=369.98 8.33 C=120 0.031229 315-2% Pf 14.323 468 15-0 39.527 47-5 Pe 616 15-0 53.850 2cplg(-1.500), 4Ee2(5-3), P0(26-4) 362-7 Pv RN 4.260 0=369.98 8.33 C=120 0.031229 1-6% Pf 0.329 616 15-0 53.850 fEE(4-6) 9-0 Pe -0.470 617 16-1 53.709 fEE(4-6) 10-6Y2 Pv CM 4.260 0=369.98 8.33 C=120 0.031229 35-8 Pf 1.113 617 16-1 53.709 Pe -0.000 621 16-1 54.823 35-8 Pv RN 4.260 Q=369.98 8.33 C=120 0.031229 2-1 Pf 0.624 621 16-1 54.823 fE(8-11%) 17-11 Pe 0.903 620 14-0 56.350 fE(8-11 Y2) 20-0 Pv CM 4.260 0=369.98 8.33 C=120 0.031229 205-2 Pf 7.098 620 14-0 56.350 22-1% Pe 0.000 773 14-0 63.448 fE(8-11%), fE(13-2) 227-3Y: Pv FM 6.357 0=369.98 3.74 C=120 0.004446 11-1% Pf 0.413 773 14-0 63.448 81-8Y: Pe 5.235 769 1-11 69.096 CV(40-3), GV(3-9%), P0(37 -8Y2) 92-10 Pv FM 8.329 0=369.98 2.18 C=120 0.001193 3-7 Pf 0.023 769 1-11 69.096 16-0 Pe -0.000 794 1-11 69.119 LtE(16-0) 19-7I Pv FM 10.420 Q=369.98 1.39 C=120 0.000401 26-5Y Pf 4.544 794 1-11 69.119 83- Pe -0.842 744 3-10% 72.821 4LtE(16-0), BV(19-0), BFP(-4.5 0) 109-5Y Pv UG 10.400 0=369.98 1.40 C=140 0.000304 109-2 Pf 0.067 744 3-10% 72.821 111-7 Pe 3.407 1 -4-0 76.295 E(35-1), 3LtE(25-6), S 220-9% Pv ago Route 2 DR 1.049 0=20.15 7.48 C=120 0.131912 2-3 Pf 1.482 102 13-0 q=20.15 K=5.6 12.944 Spr(-12.944) 9-0 Pe -0.863 574 15-0 13.562 2E(2-0), P0(5-0) 11-3 Pv v Route 3 DR 1.049 0=20.28 7.53 C=120 0.133467 4-8 Pf 1.825 103 10-7Y: q=20.28 K=5.6 13.109 Spr(-13.109) 9-0 Pe -1.893 585 15-0 13.041 2E(2-0), PO(5-0) 13-8I Pv BL 1.610 0=40.56 6.39 C=120 0.059751 0-9Y Pf 0.048 585 15-0 13.041 Pe 581 15-0 13.089 0-9Y Pv ei Route 4 DR 1.049 0=20.28 7.53 C=120 0.133549 9-6 Pf 1.803 104 10-7% q=20.28 K=5.6 13.118 Spr(-13.118) 4-0 Pe -1.893 601 15-0 13.028 2E(2-0) 13-61 Pv BL 1.610 0=20.28 3.20 C=120 0.016580 0-9% Pf 0.013 601 15-0 13.028 Pe 585 15-0 13.041 0-9% Pv Qo Route 5 DR 1.049 0=21.32 7.91 C=120 0.146408 2-3 Pf 1.644 105 13-0 q=21.32 K=5.6 14.488 Spr(-14.488) 9-0 Pe -0.863 566 15-0 15.269 2E(2-0), PO(5-0) 11-3 Pv f Route 6 (¢{ ©M.E.P.CAD, Inc. 4iyAutoSPRINK® VR5 v5.1.32 05/16/2008 12:42:42 PM Page 4 11 Hydraulic Analysis 1 Job Number: Report Description: Ordinary KS0394 Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length DR 1.049 0=23.00 8.54 C=120 0.168570 2- Pf 1.893 Pe -0.863 Pv 106 558 13-0 15-0 q=23.00 K=5.6 16.873 17.903 Spr(-16.873) 2E(2-0), PO(5-0) 9-01 11-3, a► Route 7 DR 1.049 0=25.15 9.34 0=120 0.198798 8-8 Pf 2.518 Pe -1.893 Pv 107 578 10-7%2 15-0 q=25.15 K=5.6 20.167 20.792 Spr(-20.167) 2E(2-0) 4-0 12-8 BL 1.610 0=25.15 3.96 C=120 0.024680 2 2'/ Pf 0.054 Pe Pv 578 577 15-0 15-0 20.792 20.846 2-2% BL 1.610 0=50.39 7.94 C=120 0.089264 8-0 Pf 0.714 Pe Pv 577 569 15-0 15-0 20.846 21.560 8-J BL 1.610 Q=76.04 11.98 C=120 0.191120 8- Pf 1.529 Pe Pv 569 561 15-0 15-0 21.560 23.089 8- BL 1.610 0=102.55 16.16 0=120 0.332400 8- Pf 2.825 Pe Pv 561 564 15-0 15-0 23.089 25.914 _ 8-6 BL 1.610 0=130.60 20.58 0=120 0.519852 9-8 16-0 25-8 Pf 13.351 Pe Pv 564 459 15-0 15-0 25.914 39.266 PO(8-0), C(8-0) CM 4.260 Q=130.60 2.94 0=120 0.004549 12-0 12-0 Pf 0.055 Pe Pv 459 456 15-0 15-0 39.266 39.320 Route 8 DR 1.049 0=25.24 9.37 0=120 0.200107 2-p 5-0 7-0 Pf 1.399 Pe -0.863 Pv 108 577 13-0 15-0 q=25.24 K=5.6 20.310 20.846 Spr(-20.310) P0(5-0) Route 9 DR 1.049 0=25.40 9.43 0=120 0.202461 2-3 9-d 11-3I Pf 2.274 Pe -0.863 Pv 109 562 13-0 15-0 q=25.40 K=5.6 20.569 21.979 Spr(-20.569) 2E(2-0), P0(5-0) Route 10 DR 1.049 0=25.65 9.52 0=120 0.206218 2-9 5-d 7-q Pf 1.442 Pe -0.863 Pv 110 569 13-0 15-0 q=25.65 K=5.6 20.982 21.560 Spr(-20.982) PO(5-0) Gil Route 11 DR 1.049 Q=26.52 9.84 0=120 0.219257 2-0 5-0 7-0 Pf 1.533 Pe -0.863 Pv 111 561 13-0 15-0 q=26.52 K=5.6 22.419 23.089 Spr(-22.419) PO(5-0) _ Gib Route 12 DR 1.049 0=28.04 10.41 0=120 0.243199 2-0 5-0 7-Pv Pf 1.700 Pe -0.863 112 564 13-0 15-0 q=28.04 K=5.6 25.077 25.914 Spr(-25.077) P0(5-0) Gib Route 13 DR 1.049 0=29.44 10.93 0=120 0.266074 2-6 9-0 11-6 Pf 3.060 Pe -0.863 Pv 113 590 13-0 15-0 q=29.44 K=5.6 27.637 29.834 Spr(-27.637) 2E(2-0), P0(5-0) BL 1.610 0=59.06 9.31 0=120 0.119767 8-t3 8-0 Pf 0.958 Pe Pv 590 584 15-0 15-0 29.834 30.792 BL 1.610 0=88.96 14.02 0=120 0.255526 26-2 8-9 34-21 Pf 8.735 Pe Pv 584 468 15-0 15-0 30.792 39.527 P0(8-0) Route 14 DR 1.049 0=29.62 11.00 C=120 0.269145 9-0'/ 4-01 13-0'4 Pf 3.513 Pe -1.893 Pv 114 605 10-7% 15-0 q=29.62 K=5.6 27.982 29.602 Spr(-27.982) 2E(2-0) BL 1.610 Q=29.62 4.67 0=120 0.033413 6-11% 6-11% Pf 0.232 Pe Pv 605 590 15-0 15-0 29.602 29.834 Route 15 DR 1.049 Q=29.90 11.10 C=120 0.273806 2-61 9-01 11-6 Pf 3.149 Pe -0.863 Pv 115 584 13-0 15-0 q=29.90 K=5.6 28.506 30.792 Spr(-28.506) 2E(2-0), PO(5-0) ,, ©M.E.P.CAD, Inc. l AutoSPRINK® VR5 v5.1.32 05/16/2008 12:42:42 P M Page 5 _Hydraulic Analysis Job Number: KS0394 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Upstream Fittings Length Eq. Length ITotal Length Pressure Summary Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ( Schedule 40 Steel Pipe Inside Diameter Actual Inside Diameter 1 4.87 = Factor C Value Multiplier I Value Of C Multiplying Factor 100 130 140 150 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 Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22%° Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet 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. ifilAutoSPRlNK® VR5 v5.1.32 05/16/2008 12:42:42 PM Page 6 Hydraulic Graph Job Number: KS0394 Report Description: Ordinary Group H ©M.E.P.CAD, Inc. I�AutoSPRINK® VR5 v5.1.32 05/16/2008 12:42:45PM Page 7 Supply at Node 1 150 Static Pressure 140.000 135 120 105 90 17) a. E 75 co N N a. x,619.98 369.98 with hose @ 76.295 streams 60 45 System demand curve 30 10900.00 @ 20.0001 �a 15 —1E111111111111111111 1 111111111 1111_111 11_ 1_1 1 1 1 1 1 1 1 1 1 1 LLJ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_1 1 1 1 1 1 1 1 1 1 1 1 0 01002200 3300 4400 5500 6600 77008800 Water flow, gpm 9900 11000 Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTimo of Test 139.403 @ 619.98 System Demand 369.98 @ 76.295 System Demand (Including Hose Allowance) 619.98 © 76.295 ©M.E.P.CAD, Inc. I�AutoSPRINK® VR5 v5.1.32 05/16/2008 12:42:45PM Page 7 FILE COPY GYM FIRE ALA TUKWILA, ORES M SYSTEM WASHINGTON SHEET INDEX ERAL NOTES SYMBOLS LEGEND SHEET \ FA -01 FA -02 FA -03 SHEET TITLE SYSTEM I \FOR V ATI O \ TYPICAL DETAILS - WI I\ G A\D VOU\TI\G FIDE ALARM SYSTEIV FLOOR PLA\ SYTEM CALCULATIO\S II WI the As NO Per -I nese p!^nc Preventi o, r ':'.• standards. Additions, U i'•... i this dal:e resubinit:_aI • Cornmeris d in Red ,j ,' il,..;hef..1)LAter Fire. �•• I cal I" I-I:::'r• (11:. I •.7 ,1.. i'1 :+:,• r Final acceptance is to field test and inspection by it The Tukwila Fire, Preil;erltioh C3ure'u. ���1 ( Date: 5 aaummc�aesu+maeas.+.s•w.,......_..,ti- �ra.u.._.uy TUKWILA FIRE DEPARTM414 Please call: 575=407 !---.1; and give this job :.' k0.121.71-1_211.. xact address :kir shut.;( .1 . or rgstoratiOri: approvvi) GE\ERAL), RISER, SITE PLA\ NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the ,L1 WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION L• 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 4#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 4412 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 1414 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO *18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD *16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATI❑N TWISTED PAIR RATED 4418 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWD 4416 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWD #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM F 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 0.D. .0467 .210 0.D. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. LL NCH NCH NCH NCH NCH INCH • N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE T BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTM: DO NOT INSTALL ADDRESS DEVICES ADDRESS. :I ABLE VITIATING DEVICES UNTIL PREPROGRAMMED WITH SII 1. NUMBERS ADJACENT TO DEIVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD B'; THE '.SiCOND DEVICE ON ADDRESSABLE LOOP 1. II 2. DETECTOR AND AUDIBLE CIRWTi P ILARITY SHALL BE OBSERVED. III 3. AUDIBLE/VISUAL 'CIRCUIT WI";ING' IS 'SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBL 4. INSTALLATION SHALL BE IN TRICT�,II``ONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, Ir.I CAL q DE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (II CONI STANDARD BOXES, FIBER 0P ICS,.0 ARE NOT SUPPLIED BY SIR/ NS CE 6. DETECTORS SHALL NOT BE AIR STREAM OF AIR SUPPLY 7. WIRING SHALL BE PER PLA TYPE, QUANTITY AND COLOR AND UNIQUELY MARKED F0 8. INSTALLING CONTRACTOR ST DRAWINGS FOR "AS BUILT" .' 9. FOR ADDITIONAL INSTALLAT SHEETS AND/OR INSTALLATI� gait 10. THE 120vac POWER ELECTR MUST COMPLY WITH ARTICL•� SPECIFICALLY SECTION 1-51; SOURCES. 120vac POWER S DIRECT SUPERVISION OF FIFI 1 11. ALL HORN/STROBE AND St OF 80" A.F.F. OR 6" BELO 12. 13. 14. 15. ALL MANUAL PULL STATI0 ACTIVATION DEVICE. ALL PANEL NUMBERS AND' I UIT, WIRE, FITTINGS, HANGERS, BLE, FITTINGS, AND ASSOCIATED EQUIPMENT) BERUS DIVISION. OUNTIN DIRECT 'OUTLE S. PER NFPA 72 2-3.5.1 WITH ' CODE.' FU TU R,I LL ..R ESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, 'CONDUCTORS SHALL BE PERMANENTLY, IDENTIFICATION. 'URN ONE SET OF ACCURATELY MARKED URPOS`S. IN INSTRUCTIONS, REFER TO CATALOG CUT N; INS 'UCTIONS. AL W SUPPLYING FIRE ALARM SYSTEM PANELS 725 D 760 OF NFPA 70, N.E.C. AND NFPA 72, 5.2 IN REFERENCE TO DEDICATED BRANCH POWER ALL N ,T BE APPLIED TO FIRE ALARM PANEL WITHOUT ALARA TECHNICIAN. OBE( D; VICES SHALL BE MOUNTED AT A HEIGHT DRQP' ED CEILING, WHICHEVER IS LESS. SOL BE MOUNTED AT 48" A.F.F: TO TI -IE IRCUIT WILL BE ON THE RECORD DRAWINGS SET. ALL 120VAC CIRCUITS ARE! -ROM dEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. PER NFPA 72 SECTION 5-3:6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEANUP OF TALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEN.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 T.! DEVIOE WITHOUT SPLICING IN ,PULL BOXES OR OTHER BACK BOXES OF DIFERENT' CIRCUITS. j 17. ALL WIRING SHALL BE METE ED, VIRIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN t�,QNDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL .CABLES SHALL BE MARKED I A PERMANENT LABEL AT ALODEVIC 19. THE ELECTRICAL CONTRACTOR SH OUTSIDE AND INSIDE OF THE FIRE AFTER COMPLETION OF THE R INS 20. DETECTORS MUST BE RATED' FOR IT IS LOCATED. •I 21. ALL WIRING BETWEEN FLOOFS SHA'l'L BE LOCATED IN CONDUIT: III 22. NFPA 72 2007 6.4.2.2.2 ALL STYL IS OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.GG,: METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE IOUTGOIVG AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE Q4UTGOIN,G AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BEI,;, RUN I THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE),: NCLOS;URE, OR RACEWAY. 23.'' :i I NFPA 72 2007 A.6.4.2.2.2 ! ;A GOA OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRD TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. HE RECOMMENDED MINIMUM SEPARATION TO PREVENT P. YSICADAMAGE IS 305 MM(1 FT) WHERE THE CABLE IS INSTALLED VE TICAL Y AND 1.22 M : (4 FT) WHERE THE CABLE IS INSTALLED ri INDICATED ON FIRE ALARM RISER WITH A S, JUNCTION BOXES AND ,FACP. LL CLEAN ALL DIRT AND DEBRIS FROM THE ALARM BACK BOXES AND JUNCTION BOXES ALLATION. (TEMPERATURE IN THE ENVIRONMENT IN WHICH QUANTITY 1 2 1 EX Y� BOL DESCRIPTION . MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP F A FIRE ALARM (REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BIS S 'REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP )NTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD ibUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD 14 P CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD I Fizm REMOTE CONVENTIONAL HZM (ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE DETECTOR (ADDRESSABLE -PHOTO) DB -11 BASE HFP-11 W/ SIEMENS 4S DEEP W/ 1G RING CEILING bUCT 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 c 'FIRE ALARM SPEAKER STROBE ;'((CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. 0 ';; FIRE ALARM SPEAKER STROBE "(WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM f-1RE• ALARM ; ; 'SPEAKER STROBE ;(WALL MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING FIRE ALARM STROBE (WALL MOUNT) ZR -Mc -vv SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. • FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. 0 LL�I FIRE ALARM SPEAKER STROBE t (CEILING MOUNT) HSET-MC-CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. ? FIRE ALARM 9 , STROBE { WP • (WEATHERPROOF) MR 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: I MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA UBOX FIRE ALARM ;TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTION BOX 11I F.B.O. F,B,❑, N/A VERIFY IN FIELD A;' ,F, { ABOVE FINISHED :FLOOR N/A N/A N/A N/A M FURNISHED BY 'OTHERS N/A N/A N/A N/A N, A fiNOT '(APPLICABLE • iR N/A N/A N/A N/A U. i,N. ;UNLESS OTHERWISE NOTED N/A N/A N/A N/A !WEATHERPROOF DEVICE : N/A N/A N/A N/A !AS BUILT ADD OR CHANGE N/A N/A N/A N/A REE ;AS BUILT .REMOVE N/A N/A N/A N/A BI.4.UE AS BUILT NOTES TO CAD N/A N/A N/A N/A t:, 008 ire Copyright 2006 by Guardian Security Systems, Inc. All Rights I esery 416 RELEASE/REVISIONS REV. BY: NVI DESCRIPTION SHOP DRAWINGS DATE co • 0 i. .-- in 1<1<<<<1 CO r Q CO W w ccO CC w z O 2 W= mcc_(I) Q Q �w0 0cis u)it co _g 1- Z 0 1:: W imys cit) } N (SCALE: 1 /8"=1 DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 12/08 BACKROUND PLAN PROVIDED BY: `JOB NUMBER: SHEET FA -01 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. THE DUCT SMOKE bETECTOR! ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. . DI 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 OPER MI TEMPERATUE: +32*F OC TO 100' F (3C) HUMIDITY: 9 % RELATIVE HUMIDITY, NON -CONDENSING DENTE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT IN MEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. OUTLET SAMPLING--\ TUBE INLET SAMPLING--\ TUBE• 1 ( FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP 470 OHMS EOL 1 • 1 HFP-11 SMOKE DETECTOR — \ AT LEAST SIX DUCT WIDTHS FROM BEND --> FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE REAR VIEW 11.1' : .11 6-10 DUCT EQUIVALENT DIAMETERS TYPICALSMOKE DETECTOR ISTALATION REQUIREMENT DUCT DETECTOR LOCATION it.1.• IH COMBINE ALL SHI LDS ANIi, ISOLATE FROM GiOUNDING t, .. TO NEXT ADDRESSABLLTEVICEi STOP IF LAST DEVICO;,1 I, FROM XLS CONTROL .PANEL OR PREVIOUS ADDRESSABLE:DEVIC, END OF LINE DEVIC8.6K•1/4W) SUPERVISED 'ITCH ;':• t , , • , k 1., ..... ,t. 1. I. I • ) TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR ' I Lr) @ HTRI R STATUS LED CO N.O. 0 COM 0 N.C. NOTE: FOR ADDITIONAL 'SPECIFICATIONS SEE PRODUCT DOCUMENTATION. I PREVIOUS ADDRE DEVICE TO NEXT ADDRES DEVICE TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) SABLE : + ABLE [ • .+ • .1 NOTE 11 VOLTAGE MAX, - CURRENT ,MAX, - CONT. RES. MAX. - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE - SCALE=NONE MUSIC —14 -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE f(+)A STOP IF LAST DEVICE 1.( ) FROM XLS CONTROL PANEL OR (+) PREVIOUS ADDRESSABLE DEVICE 1(-)-- END OF LINE DEVICE (3,6K 1/4W) D FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> • P IF LAST.DEVICE EX I CE OR • •ti.; i:NEXT DEVICE OR END OF LINE TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE: NM FROM REMOTE POWER SUPPLY ('S' CABLE) fDATA IN (-) >-- DATA IN (+) > HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE DB -11 STANDARD SMOKE DETECTOR BASE TO NEXT DEVICE -K-- ).- ( ) DATA OUT } > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) SUPERVISED / RELAY CONTACTS SWITCH (4.OA e 1E5VAC) GROUND (4.OA @ 30VDC) 27 VDC 3.5 riA DURING •POLLING 10 OHMS 200 FT. (18 AWG) 0,02uF 0.04uF 14 AWG 18, AWG NOTE 21 ALL SUPERVISED SWITCHES ,MUST BE t HELD CLOSED AND/OR OPEN FOR AT LEAST .25. SEC. TO GUARANTEE DETECTION, , . . . . . . . . . TYPICAL WIRING Fbli HCP MODULE (PAD -3 TRP) LABEL SCALE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. ;T USED STROBE HARD LID— CEILING z ,END LINE' ' EVICE .E)K 144W) UPR, ISED SWITC FROM FACP (VOICE CIRCUIT) ('V' CABLE) NEXT DEVICE OR EliD OF LINE • TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) GND N AC• 1 -L -L r- -rrr - INPUT 1+1- 1 0 P A D 3 0 00 NPUT TROUBLE NA C1 NAC2 NAC 3 NAC4 AUX • 2+ 2- 2 NC C NO + - + - + - - - 0 C0 24K NAC -4 N AC -3 NAC -2 NAC -1 SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY • BD" 4S DEEP BOX Nit 1-1/2". EXTENSION RING (SPEAKER STROBE): 4S BOX (STROBE ONLY) HARD LID SPEAKER SUPPORT TTI BRIDGE Hrf 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION N CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTION BOX, MOUNTED ON CEILING FLEX \ . , JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT TO NEXT EVIC4 00 CADDY BAR! SMOKE DETECTOR— SMOKE DETECTOR MOUNTING SCALDNONE SUSPENDED ILLUMINATE]; TEL. (206) 622-65/45 RELEASE/REVISIONS REV. BY: , z .ct DESCRIPTION SHOP DRAWINGS DATE co ci LP Lo SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALENONE ' I DO NQIM51 A ADDRESSMLE INT :ICES UNTIL PRIEPROGRAMVED W DEVICES ADDRESS. AT DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI \LOB NUMBER: r H SHEET • DATE:5/12/08 BACKROUND PLAN PROVIDED BY: ht 2006 b Guardian Securit S sterns; Inc. All R' hts FA -02 ! EOL—S1 19."6V 15 2S,2V OI- :.41+ wrt.P D 'TOILET ROOK,1 so., rr.: D,I 2I e ui'1oirj 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 INPU I W11 H HOOD VENILLAT❑R FIRE SUPPRESION SYSTEM, FIELD LOCATE WITHIN 3 FEET OF C❑NTRL PANEL, z 0 LU W (1) LU J W Ct REV. BY: z a z SHOP DRAWINGS 0 0 U CD W 0 DATE 5/15/08 FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER. AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. NORTH GYMBOREEW SCALE 10=1' co co J r < co w2 Z w W° cp zz co0 (1) W DO X10- SNS -ALL ADDRESSABLE INATIA DEVICES J\TIL PREPROGRAMMED W@ DEVICES ADDRESS. �CALE: 1 /8"=1' . DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/12/08 BACKROUND PLAN PROVIDED BY: .JOB NUMBER: 4 ; Copyright 2006 by Guardian Security Systems, Inc. All Rights R# I, i sery 5 3 1:7 I E.1110 ' 1' ,.1 Is.' 1.,); NE fR 1.)1--.31i311 S C M EN ! !IE1 P fil '11 ! 11155 [ 11 1 4 4 0 • (1,7 ! • 1 • • ! 11 ! • •1 •: LLJ 0 - „AFL!' i',40-1-1-1Er-R11)OD 1\4,1\ TERN PIERCING PAGODA LIDS C., i 1R.AH 51-1 C-iTy • • LJ uJ LJ T.: ' KIDS FOOTLOCKER 200l 0 ci) 0. 0 12101 112151 12201. DOST FIT IN THE SIRA-C-E-- •GIVE -- .FOR STORE 1240•\--- ---- - - - - SPR Cr) 0. tJ 11230' ; 1 ji 11420 LL_ rI1 l) F- 0 0 LL rJ E x: sr:NG rt) 11.c.:CK F R TEN ANC 12101 _ ------- GYMBOREE :1/ \:: GYMBOREE WESTFIELDSOUTHCENTER MALL SCALE 1132"4 135 C 75 C 15 15 15 RISER DIAGRAM D,I D 21 i• -- !PIA_ 11; GYMBOREE FACP ADD ONS Standby: GYMBOREE SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Alarm: Current Load: Standby: Alarm: D -vice TyPe Total 0.0022 0.0635 0.009600 0.001600 0.0022 0.0635 0.0096 Amps Total 0.0023 0.064 0.064 Device Type Total Total 0.021 0.0035 0.0731 JC -ndbY Current Load: Alarm Cutrent Load: !„ • ! !,!1 • ; 0.0731 For 24 Hours = Amp -hours Main System Board SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD SET-HMC-C@115CD SET-HMC-C@135CD ET-HMC-C@185CD R -MC @15CD 2R -MC @30CD HCP 0.030 0.064 0.098 0.030 11•' 0.128 0.233 0.318 0.318 For 5 Minutes= Amp -hours 0.445 0.064 0.098 0.0015 Amps 25% Derating= Amp -hours tandby Current Load: For 24 Hours = Alarm Current Load: 0.715 Amps For 5 Minutes= 0.060 Amp -hours C.: ,/ Amp -hours 25% Derating= 0.975 Amp -hours ;41 Battery Pair to be Used: 12VDC Amp -hours 0.975 Amp -hours Battery Pair to be Used: BATTERY SIZ 12VDC Amp -hours CALCULATION REV. BY: I .NVI Notification Appliance , . ircuit • , Detail • '162 j ! ,,1, 749 • . PROJECT WESTFIELD SOUTHCENTER MALL: Panel. GYMBOREE! • I I 1 ' i ! i Wire Resistance Date: May 23, 2008 . . May 20, 2008 CURRENT TOTAL TOTAL= 7.2 CIRCUIT: S1 -' CIRCUIT: SPEAKER CIRCUIT . . QTY Device Type _ Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 2 ' SET-MC@15CD 64 128 , - Total Wire Resistance ( R ) 0.86 ' 0 SET -MC @30CD 98 '0 •, I . . ( WL * 2 )* (R/ft) ( WL * 2 )* (R/ft) ! ! 1 SET -MC @75CD 175 175 , ;1 , ,. Total Device Load, Amps (1) 0.01 Total Device Load, Amps (I) 0.75 0 SET -MC @110CD 233 ! 0 . (Total Cct Load) 0 (Total Cct Load) 0 0 SET-HMC-C@115CD . 318 0 Voltage Drop ( E ) 0.02 0 Voltage Drop ( E) 0.64 0 SET-HMC-C@177CD 445 . 0 (E= I * R) 0 (E= I * R) 0 1 SET -HMC @135CD 318 318 EOL Voltage 20.38 0 . EOL Voltage 19.76 0 SET -HMC @185CD 445 _ 0 -- (20.4 - E) __ 0 (20.4 - E) 0 2 Z-MC@15CD • 64 128. _ ' _. 0 0 0 Z-MC@30CD . :, • • 98 0 2037900912 • , DEVICES= 4 TOTAL m A= 0 SET-MC-CW@110CD ' ! • 233 0 . . , DEVICES= 6 'TOTAL m A= 749 12 112651H '! 19.7569086 749 REV. BY: I .NVI Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL Panel: GYMBOREE Wire Resistance 2.60.1.• Date: May 20, 2008 CIJRRENT TOTAL= 7.2 -' CIRCUIT: SPEAKER CIRCUIT !:,1; ; ;11 . . QTY Device Type Alarm Current Alarm Total Wire Size VVire eigih !' Voltage at EOL Circuit Total 4 70.7V1/8 1.8 7.2 , Total Wire Resistance ( R ) 2.92 0 0 0 •, I ( WL * 2 )* (R/ft) 0 0 0 , ;1 Total Device Load, Amps (1) 0.01 0 0 , • j (Total Cct Load) 0 0 0 , Voltage Drop ( E ) 0.02 0 0 0 ,! (E= I * R) 0 0 0 'T1 EOL Voltage 20.38 0 . 0 -- -- (20.4 - E) __ 0 0 - _. 0 0 0 111 2037900912 7.2 DEVICES= 4 TOTAL m A= 7.2- 14 REV. BY: I .NVI DESCRIPTION SHOP DRAWINGS DATE -5/15/08 9_ I« 1!:-• • !t".1 cc •.1 1 0 -J 0 ›- (./) 6ALE: 1 /8" =1 • .' • VOLTAGE DRO ALCULATION DRAWN BY: I.ANDERSON DESIGNED BY: • R.VEZZANI DATE:5/1 2/08 BACKROUND PLAN PROVIDED BY: • risht 2006 b Guardian Securit S stems, Inc. All Ri hts NUMBER: SHEET -•••\ ;,:!, • FA -04', /•P/.r GYMBOREE VICINITY MAP (Suite# 1056) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard 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. Westem 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. Weld stamps must:be inspected before pipe is hung. Do not paiflt ipin� prior to hydrostatic test. Without Comments: As Noted in Red Per The Attached Letter )nes plans have been reviewed. by The Tuiviiia Prevention 4 urenu for confc rm8Ace whlh current city stanc C;rds. crd C)1;1 iisnS \AThich :C' lint .�titht?iiz'. V!:i„'IIUn Gf adClptcd arks oi,Ep j;i ibiv for the '. I,cy erwith the Ct:si,`ile.r. Df ts,.ai:;'.. i'iii b) i:IIC •e f:r; ,p'dU1:i;?after is c 31:0 },lilt VCId it1N:1 rIoCI.:cl OCE: grid �',ritl rf rt esut.rnittal of revised aura V;';rigs, for scibSC•t:(!rrnt approval. F. nal 11 Thad Date: acct ptct•nce is subject to field test acid inspecticn by ukwila Fire. Prevention Bureau. S-oZ1-0g By: WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE li TUKWILA FIRE DEPARTIt/tECO Hese call: 575-440Z find give this job and exact address for shut. .w.k...r1 or restoration approval; + 12'-0" A.F.F. GYP. BD. SOFFIT 28 9'-0" A.F.F. GYP. BD. SOFFIT CED + 13'-0" A.F.F. GYP. BD. SOFFIT + 13'-0" A.F.F. M'GYP. BD. SOFFIT 10'-7 1/2" A.F.F. YP. BD. SOFFIT NORTH 10'-7 1/2" A.F.F. WD. PLANK SOFFIT FIRE SPRINKLER PLAN 1/4"=1' 13'-O" A.F.F. GYP. BD. SOFFIT ``•TYPICAL FLEXABLE SPRINKLER CONNECTIO FLEXHEAD SPRINKLER BRANCHLINE LEXABLE CONNECTING HOSE `.: '';:;;' '. IN STANDARD LENGTHS OUNTING BRACKET REDUCING FITTING SUSPENDED T BAR GRID SPRINKLER HEAD FLEXI-IEAD DETAIL NOT TO SCALE FIG. 999 SWIVEL SWAY BRACE FITTING BRACE PIPE 3111" KWIK BOLT (21N' EMBED LENGTH) FIG. WOO ' FAST CLAMP" SWAY BRACE ATTACHMENT UNE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE Gymboree Remote Area: Retail # 1056 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD I1 MAX. COVERAGE per HEAD 130 • Fe DENSITY .20 GPM / FN for 1080.00 Ft' SPRINKLER Reliable 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: 369.98 GPM@ 72.82 Psi At time of Design 13'-0" CLG.=2$.0°% AREA REDUCTION Ordinary Group 11•0.20gpm/ft2 for 1,080.00ft2 10'-7 1/2" A.F.F. GYP. BD. SOFFIT FIG. 4A PIPE CLAMP FOR SWAY BRACE O LATERAL BRANCHLINE RESTRAINT MONON -THREADED BRACE PIPE 3/B'KWIK BOLT (2 /M' EMBED LENGTH) FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT NOT TO SCALE 0' 2' 4' Scale:114" =1 1-0" 12' - - I -longer No: 070 -_ HILTI Kwik Bolt 111 Cut Rod Lath Rounded to Nearest Inch Bottom of Concrete to Center Une of Pipe Note on Plan Note on Plan: Hanger Number and'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE FILE COPY E Andrew Chancellor 0 U SYMBOL LEGEND REVISIONS Sprinkler Legend 0 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT NO. DESCRIPTION DATE SYM. • SIN QTY. 28 Total = 28 K 5.6 SPRAY Pendent ORIF. w FIN. Chrome TEMP. 155°F MFR./MODEL Reliable F1 FR Semi Recessed APPROVAL: City of Tukwila CONT. NO.: KS0394 HANGER SYMBOL BRANCHLINE RESTRAINT DRAWN BY: Andrew Chancellor SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 05/16/08 Western Sates Fire Protection 1 Company 7102180th AVE NE, STE A-165 - REDMOND, WA- 98052 Lic. #: WESTESFI 360F WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUOUEROUE/AUSTIN I DALLAS! DECATUR/ DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS/MINNEAPOLIS/PHOENIX/ PORTLANDI RAPID CITY/ST. PAUL/SALT LAKE CITY/SEATTLE Phone: 425-881-010) Fax 425-881-3030 Gymboree outhcenter Mall ukwila,WA 98188 FIRE SPRINKLER PLAN PAID 21 2008 Tukwila Fire SHEET FP -1 OF 1 tito