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HomeMy WebLinkAboutPP - 2676 SOUTHCENTER MALL - HOT TOPIC - PERMITS AND PLANS2676 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-174 08-S-150 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Hot Topic 2676 Southcenter Mall Permit No.: 08-S-150 Date: May 1, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. _l II Hydraulic OverviewII Job Number: KS0337 Report Description: Ordinary Group II Job Job Number KS0337 Job Name Hot Address 1 $676 Address 2 City Tukwilla Design Engineer Chris J. Isaac Phone FAX Topic 425-881-0100 425-881-3030 State Certification/License Number South Center Mall WESTESF136QF J.0 City of Tukwila State Zip Code Job Site WA 98188 2676 South Center Mall System Densely 0.200gpm/ft2 Most Demanding 5.6 K Coverage 120.00ft2 System Pressure 69.180 Total Demand 559.64 Area of Application 990.00ft2 (Actual 1069.77ft2) Spunkier Data Hose Streams -Factor 24.00 at 18.367 250.00 Per Sprinkler Number Of Sprinklers Calculated 12 Demand System Flow Demand 309.64 Pressure Result @ 69.180 +70.326 (50.4%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(aDm) Static(psi) Residual(psil Identifier Pressure(psil K-Factor(K) Flow(qpm) 1 10900.00 250.00 140.000 20.000 folio 011010% I,./1."A HOT TOPIC FP-1.cad Supply at Node 1 (10900.00, 250.00, 140.000, 20.000) 150 _ Static 1 Pressure 1 140.000 i/: 135 �y ` 1. j. 120 105 _ 90 'N ED: z 75 X559.64 N �I09.64 wi @ h hose 69.180 streams n`. 60 45 ystem demand curve 30 10900.00 @ 20.000 .11 15 qs0 I1lt111111111l111111l1111111111111111 111111IIL 111/11111 1 I I III III 111111111 110033000 5500 6600 7700 8800 9900 11000 Water flow, gpm k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:23AM Page 1 Hydraulic Summary Job Number: KS0337 Report Description: Ordinary Group II Job Job Number KS0337 Job Name Hot Topic Address 1 3676 South Center Mall Address 2 City State Zip Code Tukwilla WA 98188 Design Engineer Chris J. Isaac State Certification/License Number WESTESF136QF AHJ City of Tukwila Job Site 2676 South Center Mall Drawing Name HOT TOPIC FP-1.cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 24.00 at 18.367 Hose Allowance At Source 250.00 Additional Hose Supplies Node Flow(gpm) Occupancy Ordinary Group II Density 0.200gpm/ft2 Number Of Sprinklers Calculated 12 Area of Application 990.00ft2 (Actual 1069.77ft2) Coverage Per Sprinkler 120.00ft2 Total Hose Streams 250.00 Syetem Flow Demand Total Water Required (Inducting Hose Allowance) 309.64 559.64 Manmum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 20.05 between nodes 196 and 209 Maximum Velocity Under Grand 1.17 between nodes 1 and 420 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 3178.48ga1 6.30gal Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.506 559.64 69.180 70.326 Contractor Contractor Number KS0337 Contractor Name Western States Fire Protection (Redmond) Address 1 7102 180th Ave NE, Suite A-105 Address 2 City State Zip Code Redmond WA 98052 Contact Name Chris J Isaac Phone (425)881-0100 FAX (425)881-3030 E-mail chris.isaac@wsfp.us Web -Site Contact Title Designer Extensan ©M.E.P.CAD, Inc. ? AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:24AM Page 2 r Summary Of Outflowing Devices Device Actual Flow (gpm) Job Number: KS0337 Report Description: Ordinary Group II Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler c Sprinkler Sprinkler Sprinkler Sprinkler 115 116 114 112 113 111 105 104 101 103 102 107 L> Most Demanding Sprinkler Data 29.34 29.78 26.98 25.45 25.85 25.23 24.98 24.34 24.00 24.26 24.22 25.21 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 27.450 28.283 23.213 20.658 21.315 20.303 19.900 18.896 18.367 18.760 18.700 20.258 (, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:25AM Page 3 Node Analysis Job Number: KS0337 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 106 108 109 110 133 134 196 199 209 212 216 218 220 222 223 229 230 237 242 372 378 420 115 116 114 112 113 111 105 104 101 103 102 107 1 17'-3 P0(26'-4) 18'-6 fE(8'-11'/) 15'-8 fE(8'-11 %) 17'-3 fE(8'-11'') 15'-8 PO(5'-0) 15'-8 PO(5'-0) 15'-8 2P0(8'-0) 15'-8 2P0(8'-0) 16'-4 PO(5'-0) 16-4 PO(5'-0) 16-4 PO(5'-0) 16-4 PO(5'-0) 16'-4 PO(5'-0) 16-4 PO(5'-0) 16'-4 PO(5'-0) 16-4 E(2'-0) 16-4 PO(5'-0) 16'-4 E(2'-0) 17'-10 -16'-1 2P0(43'-1) -16'-1 BFP(-5.000) 14'-0%4 Spr(-27.450) 14'-0'/4 Spr(-28.283) 14'-0%4 Spr(-23.213) 14'-0%4 Spr(-20.658) 14'-0%4 Spr(-21.315) 14'-0%4 Spr(-20.303) 14'-0'% Spr(-19.900) 14'-0%4 Spr(-18.896) 14'-0%4 Spr(-18.367) 11'-7%4 Spr(-18.760) 11'-7%4 Spr(-18.700) 11'-7%4 Spr(-20.258) -22'-0 S 40.853 41.132 40.807 40.559 35.191 34.909 35.761 35.700 30.169 27.443 27.143 24.701 25.308 22.947 22.288 22.174 24.061 24.045 44.955 60.933 61.530 64.925 27.450 28.283 23.213 20.658 21.315 20.303 19.900 18.896 18.367 18.760 18.700 20.258 69.180 29.34 29.78 26.98 25.45 25.85 25.23 24.98 24.34 24.00 24.26 24.22 25.21 309.64 [Vy © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:26AM Page 4 41 Hydraulic Analysis Job Number: KS0337 Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length 4+ Route 1 DR 1.0490 0=24.00 8.91 C=120 0.182334 22'-0 Pf 4.923 101 14'-0% q=24.00 K=5.6 18.367 Spr(-18.367) 5'-0 Pe -1.003 223 16'-4 22.288 PO(5'-0) 27'-0 Pv BL 1.6100 0=48.26 7.60 C=120 0.082407 8'-0 Pf 0.659 223 16'-4 22.288 Pe 222 16-4 22.947 8'-0 Pv BL 1.6100 0=72.60 11.44 C=120 0.175436 10'-0 Pf 1.754 222 16-4 22.947 Pe 218 16-4 24.701 10'-0 Pv BL 1.6100 0=97.83 15.42 C=120 0.304642 9'-0 Pf 2.742 218 16'-4 24.701 Pe -0.000 212. 16'-4 27.443 9'-0 Pv BL L 1.6100 0=123.28 19.43 C=120 0.467287 3'-0.4 Pf 7.967 212 16'-4 27.443 14'-0 Pe 0.289 199 15'-8 35.700 3LtE(2'-0), PO(8'-0) 17'-012 Pv CM 4.2600 Q=153.06 3.45 C=120 0.006102 10'-0 Pf 0.061 199 15'-8 35.700 Pe 196 15'-8 35.761 10'-0 Pv CM 4.2600 0=309.64 6.97 C=120 0.02.2466 215'-8%a Pf 5.047 196 15'-8 35.761 8'-111/2 Pe 109 15'-8 40.807 fE(8'-11 %) 224'-7% Pv RN 4.2600 0=309.64 6.97 C=120 0.022466 1'-7 Pf 0.438 109 15'-8 40.807 fE(8'-11 Y2) 17'-11 Pe -0.686 110 17'-3 40.559 fE(8'-11 Y2) 19'-6 Pv CM 4.2600 0=309.64 6.97 C=120 0.022466 13'-1 Pf 0.294 110 17'-3 40.559 Pe 106 17'-3 40.853 13'-1 Pv RN 4.2600 0=309.64 6.97 C=120 0.022466 1'-3 Pf 0.821 106 17'-3 40.853 PO(26'-4) 35'-3% Pe -0.542 108 18'-6 41.132 fE(8'-11 Y2) 36'-6% Pv CM 4.2600 0=309.64 6.97 C=120 0.022466 139'-5 Pf 3.534 108 18'-6 41.132 17'-11 Pe 0.289 242 17'-10 44.955 2fE(8'-11 %2) 157'-3% Pv CM 6.3570 0=309.64 3.13 C=120 0.003198 180'-101A Pf 1.274 242 17-10 44.955 217'-5% Pe 14.704 372 -16-1 60.933 12fE(12'-7), BV(12'-7), fE(10'-0), 398'-3' Pv CV(40'-2' ), GV(3'-9Y.) BL 8.3290 0=309.64 1.82 C=120 0.000858 17'-10 Pf 0.597 372 -16-1 60.933 P0(43'-1) 678'-3Y2 Pe -0.000 378 -16'-1 61.530 2fE(16'-0), 14P0(43'-1) 696-1% Pv MS 10.0200 0=309.64 1.26 C=120 . 0.000349 20'-2 Pf 5.030 378 -16-1 61.530 67'-0 Pe -1.635 420 -12'-3% 64.925 3LtE(16'-0), BV(19'-0), BFP(-5.000) 87'-2 Pv UG 10.4000 0=309.64 1.17 C=140 0.000219 112'-10% Pf 0.055 420 -12'-3% 64.925 137-1% Pe 4.200 1 -22'-0 69.180 4LtE(25'-6), 2EE(17'-6%), S 250'-0 Pv Route 2 DR 1.0490 0=24.22 8.99 C=120 0.185391 30.-11% Pf 7.408 102 11'-7Y. q=24.22 K=5.6 18.700 Spr(-18.700) 9'-0 Pe -2.048 230 16-4 24.061 2E(2'-0), PO(5'-0) 39'-11% Pv BL 1.6100 0=49.42 7.79 C=120 0.086131 14'-5% Pf 1.248 230 16'4 24.061 Pe -0.001 220 16'-4 25.308 14'-5% Pv BL 1.6100 0=74.40 11.73 C=120 0.183591 10'-0 Pf 1.836 220 16'-4 25.308 Pe -0.001 216 16'-4 27.143 10'-0 Pv BL 1.6100 0=100.26 15.80 C=120 0.318766 9'-6 Pf 3.027 216 16-4 27.143 Pe -0.001 209 16'-4 30.169 9'-6 Pv BL 1.6100 0=127.24 20.05 C=120 0.495395 0'-8Y2 Pf 5.302 209 16-4 30.169 10'-0 Pe 0.289 196 15'-8 35.761 LtE(2'-0), PO(8'-0) 10'-8Y2 Pv a Route 3 • DR 1.0490 0=24.26 9.00 C=120 0.185934 25'-4% Pf 5.464 103 11'-7% q=24.26 K=5.6 18.760 Spr(-18.760) 4'-0 Pe -2.050 229 16'-4 22.174 2E(2'-0) 29'-4' Pv BL 1.6100 0=24.26 3.82 C=120 0.023083 4'-11% Pf 0.114 229 16-4 22.174 Pe 223 16-4 22.288 4'-11'% Pv F. Route 4 (M ©M.E.P.CAD, Inc. ?); AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:27AM Page 5 4 z Hydraulic Analysis 1 Job Number: KS0337 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 DR 1.0490 Q=24.34 9.04 C=120 0.187181 22'-0 Pf 5.054 104 14'-0'% q=24.34 K=5.6 18.896 Spr(-18.896) 5'-0 Pe -1.003 222 16'-4 22.947 PO(5'-0) 27'-0 Pv ..• Route 5 DR 1.0490 Q=24.98 9.27 C=120 0.196362 23.-7% Pf 6.409 105 14'-0% q=24.98 K=5.6 19.900 Spr(-19.900) 9'-0 Pe -1.001 220 16'-4 25.308 2E(2'-0), PO(5'-0) 32'-7% Pv �• Route 6 DR 1.0490 Q=25.21 9.36 C=120 0.199632 25'-23h Pf 5.834 107 11'-7'/. q=25.21 K=5.6 20.258 Spr(-20.258) 4'-0 Pe -2.048 237 16'-4 24.045 2E(2'-0) 29'-2% Pv BL 1.6100 Q=25.21 3.97 C=120 0.024784 0'-7% Pf 0.016 237 16'-4 24.045 Pe -0.000 230 16'-4 24.061 0'-73h Pv c• Route 7 DR 1.0490 Q=25.23 9.37 C=120 0.200040 22'-0 Pf 5.401 111 14'-0'% q=25.23 K=5.6 20.303 Spr(-20.303) 5'-0 Pe -1.003 218 16'-4 24.701 PO(5'-0) 27'-0 Pv a Route 8 DR 1.0490 Q=25.45 9.45 C=120 0.203273 25'-3% Pf 7.788 112 14'-0%, q=25.45 K=5.6 20.658 Spr(-20.658) 13'-0 Pe -1.003 212 16'-4 27.443 4E(2'-0), PO(5'-0) 38'-3% Pv .a. Route 9 DR 1.0490 Q=25.85 9.60 C=120 0.209245 23'-7% Pf 6.830 113 14'-0% q=25.85 K=5.6 21.315 Spr(-21.315) 9'-0 Pe -1.002 216 16'-4 27.143 2E(2'-0), PO(5'-0) 32'-7% Pv c• Route 10 DR 1.0490 Q=26.98 10.02 C=120 0.226430 24'-1% Pf 7.958 114 14'-0% q=26.98 K=5.6 23.213 Spr(-23.213) 11-0 Pe -1.002 209 16'-4 30.169 3E(2'-0), PO(5'-0) 35'-l% Pv Route 11 DR 1.0490 Q=29.34 10.89 C=120 0.264406 2Z-11% Pf 8.455 115 14'-0'% q=29.34 K=5.6 27.450 Spr(-27.450) 9'-0 Pe -0.714 133 15'-8 35.191 2E(2'-0), PO(5'-0) 31.-11% Pv BL 1.6100 Q=29.34 4.62 C=120 0.032825 9'-41/4 Pf 0.570 133 15'-8 35.191 8'-0 Pe 196 15'-8 35.761 PO(8'-0) 17'-4% Pv GO Route 12 DR 1.0490 Q=29.78 11.06 C=120 0.271822 27-0 Pf 7.339 116 14'-0'% q=29.78 K=5.6 28.283 Spr(-28.283) 5'-0 Pe -0.714 134 15'-8 34.909 PO(5'-0) 27'-0 Pv BL 1.6100 Q=29.78 4.69 C=120 0.033746 11-5'% Pf 0.791 134 15'-8 34.909 12'-0 Pe 199 15'-8 35.700 2LtE(2'-0), PO(8'-0) 23'-5'1% Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier II Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 / Actual Inside Diameter \487 = Factor Schedule 40 Steel Pipe Inside Diameter J (M, © M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 04/28/2008 11:47:27AM Page 6 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: KS0337 Report Description: Ordinary Group II Velocity HWC K -Factor Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Diameter Branch Line Elevation Cross Main Flow Drain Discharge Drop Velocity Dynamic Pressure Feed Main Length Feed Riser Friction Loss Miscellaneous HWC Outrigger Pt Riser Nipple Pn Sprig Pf Stand Pipe Pe Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaiV BFP BV C cpig Cr CV DeIV DPV E EE Eel Ee2 FDC fE fEE flg FN fr g GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap (M ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 04/28/2008 11:47:27AM Page 7 f i f Hydraulic Graph 1 Job Number: KS0337 Report Description: Ordinary Group II (M ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:27AM Page 8 Supply at Node 1 Pressure, psi cn c8 & 8 01 `8 80 8 g Static Pressure 140.000 .559.64 309.64 with hose @ 69.180 streams System demand curve 1 10900.00 @ 20.000. 1WJIIIII111 11 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1111111 111111111 111111111 o 91 3300 0 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 139.506 @ 559.64 System Demand 309.64 @ 69.180 System Demand (Including Hose Allowance) 559.64 @ 69.180 (M ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:27AM Page 8 1 Flow Diagram (Top View) Job Number: KS0337 Report Description: Ordinary Group II © M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 04/28/2008 11:47:28AM Page 9 tl tj Z • LI SHEET INDEX GENERAL NOTES SHEET NUMBER SHEET TITLE FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 FIRE ALARM SYSTEM FLOOR PLAN FA -04 SYSTEM CALCULATIONS (GENEAL), RISER, SITE PLAN ■ A CEPTE Without Comments 0 As Noted In Red 0 Por The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is suhiect to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rets totally with the designer. Additions, deletions or r. visions to these drawings atter this date will void thk.aacceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to fie.td test and inspection bV The TukwilaFireFire Prevention Bureau. Date: S- O By: Al J l I • fUKWIIJ FIRE DEPART(;LN1 Please call: 575-4407 and give this job No. LP- and 7 - and exact address for shut, down or restoration aporowG. 1 NOTICE A completed, signed, Tukwila Fire Depar met,,t• Prc-test Certificate must i "4a pr'e:: tinted t:c� i heInspectGr prior co conn `riceiT1ent; of .=iCcent:--Intoe any I' n Alarm al ItJ I_ -!i: `ci.ion RAW, i=.:; ,.a:il result in a i•:-"inspec.cion Fee and termination of the test:in• .. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR 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 INDICATI❑N LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATI❑N 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 OF 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 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. 23. 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 } SYMBOLS LEGEND QUANTITY 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 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 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/ 1 G RING CEILING DUCT SMOKE DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING Ec FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. FIRE ALARM SPEAKER STROBE (WALL MOUNT) F FIRE ALARM SPEAKER STROBE L C ,. (CEILING MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. L L FIRE ALARM STROBE (CEILING MOUNT) FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) 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. SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1 /2" EXT. FIRE ALARM SPEAKER (WALL MOUNT) SET -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM B FIRESTROBE ALARM WP (WEATHERPROOF) 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 0 MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTI❑N BOX F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.❑.N, UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A 1 174 v W z r0 V (../) LU uJ (/) 0 OD u 1 - DO rte) C' rn• I co (NI '0 c) N Q TEL. (206) 622-6545 - RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS FOR AHJ DATE 5/5/08 2 CCCCC 03 a0 �Z V wccp tZ c~5 w= r- ow Q �s cc (n5 N D 1- 0 uJ (SCALE: 1/8" =1 ' DRAWN BY:. (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: �OB NUMBER:54515 SHEET ri.ht 2006 b Guardian Securit S stems, Inc. All Ri.hts Reserved 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 S WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS DUCT DETECTOR LOCATION p TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE 4 )�' STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC - 1 0 END DF LINE DEVICE(3.6K 1/4W) SUPERVISED SWITCH GROUND -101 in NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 @ 0 HTRI-R °STATUS LED CO 1` C0 0 0 0 N.O. COM N.C. o O/2} 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. - CONT. RES. MAX. - MAX. CABLE LENGTH- C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING TUBE INLET SAMPLING TUBE AT LEAST ;;!'SIX DUCT ' WIDTHS FROM BEND Q TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE QAC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE 4.). STOP IF LAST DEVICE (-) FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE (-); RELAY CONTACTS (4.0A @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 mA DURING POLLING 10 OHMS 200 FT. (18 AVG) 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 ��o0a 123456 HCP TB2 0 0 65 ebb 43 21 END OF LINE .a.. DEVICE. (3.6K 1/4W) SUPERVISED / SWITCH ; ' GROUND M HTRI-D OSTATUS LED CO 0' t` 0 (0 0 r NOT USED NOTE: FOR ADDITIONAL SPECIFICATIONS. SEE PRODUCT DOCUMENTATION. FRONT VIEW � � o NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP 0— FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> END OF LINE DEVICE 3.6K 1/4W) UPERVISED 1 SWITCH Q -TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) - 0 GND N AC 111 PAD -3 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1— 1 2+ 2— 2 NC C NO + — + — + — + — + — 24K TYPICAL WIRING FOR HCP MODULE (PAD-aTRIP) LABEL SCALE 2 NAC -4 2 NAC -3 NAC -2 NAC -1 FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP (VOICE CIRCUIT) ('V' CABLE) 470 OHMS EOL 0 INPU 9t ' 1 ) TS M-1 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE: NONE (+) t-). STROBE SPEAKER (+) ( STROBE(-) EARTH GROUND .f --)(-1-)TO NE>L7":DEVICE OR >(-) STOP IF: LAST DEVICE} ( ) STROBE SPEAKER t0 ^) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY R E � 80" A.F.F. a 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 �TD NEXT . DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERATING TEMPERATURE x•32' F 0- C) TO 100' F (38'C) HUMIDITY: X RELATIVE HUMIDITY. NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POI§ER SOURCE DATA IN (-) > DATA IN (-) ,> DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION �W11TH DUCT HOUSINGS AD -11P OR AD-11XPR 08-11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE > ( ) DATA OUT } (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING HARD LID SPEAKER SUPPORT TILE BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION N CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N 130X --L\ MOUNTED ON \\ CEILING FLEX JUNCTION BOX ------ MOUNTED AGAINST CEILING SUPP❑RT / / / / / 0 0 0 0 TO NEXT DEVICE CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved W z FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS z DESCRIPTION SHOP DRAWINGS FOR AHJ Lu I -- Q co 0 V) 0 z C C J z 0 0 z 0 z E r1 ( / W 0 1.1. a0 .-JI o Q0) W WO a_ 145 w zz I—cc=cn O W ccw`�i Et r r.N ‘CALE:1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/05/08 BACKROUND PLAN PROVIDED BY: ..OB NUMBER:54515 J SHEET FA -02 EOL—Sl 19.94V X 0 Pq L� z Ma 0 u 0 I Lit 2S,2v 0 2S,2V NW Kt#1 75 'elk) HOT TOPIC WESTFIELD SOUTHCENTER MALL HOT TOPIC WESTFIELD SOUTHCENTER MALL SCALE -1' SCALE 118"=1' FLAG NOTES: 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 CONTRACT❑R, WIRED BY ELECTRICAL CONTRACTOR. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 114 ca 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS FOR AHJ DATE ao Q in z CCCCC CO J *— CO O w Er0 SWI I—oc=(i) �Wo I CC 1- (0 CV D Z 0 0 J LL W cc } w /SCALE: 1 /8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/05/08 BACKROUND PLAN PROVIDED BY: `10B NUMBER:54515 SHEET FA -03 HOTTOPIC FACP ADD ONS Current Load: Standby: • i ; Alarm: Device Type HFP-11 AD2-P HTR -R: ICP -B6 Qty 1 Amps Total 0.0022 0.0635 2 0.009600 0.001600 0.0022 0.0635 0.0096 Amps Total 0.0023 0.064 0.021 0.064 0.042 0.0035 0.005 Standby Current Load: 0.0731 Amps 0.0731 For 24 Hours = Amps 0.106 Amps 1.754 Amp -hours Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours -331,373 '33 Battery Pair to be Used: Total System Current Load: 12VDC 25% Derating= Amp -hours 2.204 2.204 7AH Amp -hours Amp -hours HOT TOPIC SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations z 0 1--= a_ (..) w w D SHOP DRAWINGS FOR AHJ Current Load: Standby: DATE 5/5/08 Alarm: 2 < <<<< Device Type Qty Amps Total Amps Total , Main System Board , 1 0.03 0.03 0.030 0.030 SET -MC @15CD 2 0.064 0.128 SET -MC @30CD 1 0.098 0.098 SET -MC ©75CD 2 0.175 0.350 SET -MC @1106D, 0.233 SET-HMC-C@115CD 0.318 SET-HIVo-o@135CD 1 0.318 SET-HMC-C@185CD 0.445 ZR -MC @15CD 1 0.064 0.064 ZR -MC @30CD 0.098 HCP 0.0015 0.03 Amps 0.67 Amps Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Alarm Current Load: 0.67 Amps For 5 Minutes= 0.056 Amp -hours , 25% Derating= 0.970 Amp -hours Total System Current Load: 0.970 Amp -hours , Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION c) z0 LU Ct LU U) LU _J LIJ REV. BY: z .:t z 0 1--= a_ (..) w w D SHOP DRAWINGS FOR AHJ DATE 5/5/08 2 < <<<< Ir,1 1 1‘.,;..,__,,,,,,,..".... --------------- „.5.:____L - -_--- 1 \,, _ n --33,333 il •,1 • , / - ‘,1 ,.- - - ..• o slraY.-aF:-11 NORTH HOT TOPIC WESTFIELD SOUTHCENTER MALL SCALE 11324 S2V4 S2V4 S,2V 2S,2V C c 75 15 15 15 30 EOL -S1 19.94V i 1 ication Appliance Circuit Detail i PROJECT: i WESTFIELD SOUTHCENTER MALL ,,, - , i Panel: HOT TOPIC • - -- , 1 3, iWire Resistance 1.62:- Date. May 7, 2008.,......... 1 ' CURRENT TOTAL= 640 C IRCUIT: 1S1 ( I , 1 , QTY 1 , 1 Device Type 3Alarm Current, Alarm Total 3 Wire Size I Wire Length 3 Voltage at EOL i Circuit Total i 4 "3" 1 t 2 SET -MC @15CD3 64, 128i i ITotal Wire Resistance ( R ) i 0.72 1 . , i i I i. SET-MC'@30CD 981 98i I 1 i 1 i I , ( WL * 2 )* (R/ft) ! I , ;- 2 SET -MC @75CD I 1751 350! , 1 I i 1 Total Device Load, Amps (I) ? 0.64 i 1 , 1 • 0 SET -MC @110CD 233 (Total Cct Load) 0 A A 0 -1SET-HMC-C@115CD 0 ISET -HMC-C@177CD - 3181 i i „._. 4451 1- 01 0 i --I- , J 1 I , i. 1 3 1, 11 0.46 I, !Voltage Drop ( E ) , ql- lEOL Voltage i 19.94 ; , i.. , • , i .i... i , 1 • ., li 1 4-, I , 1 ) 1 1 , 19.9417344i _ 1 -I- 1, t i 221 , i 640 O iSET-HMC @135CD 3181 () O !SET -HMC @185CD 445i 01 (20.4 - E) O 1Z-MC@30CD 98 j 01 2-MC@i 5CD 0 SET-MC-CW@110CD 2331 0 64 641 DEVICES=I6 TOTAL m A= 640i 12 -, _ . , .-NoilliCiii6n- --- Ap-p-iiiric'eClicuit Detail i ''' -'. 1 , • , ' 4 i . , J r, • I_. . , • lr % i PROJECT: ii/VESTFIELD SOUTHCENTER MALL Panel: HOT TOPIC Date: May 7, 2008 Wire Resistance 2.58 CURRENT TOTAL=19 CIRCUIT:ISPEAKER CIRCUIT '; •1 QTY - Device Type , . 5 i70.7V1/8 Alarm Current! Alarm Total l Wire Size i Wire Length Voltage at EOL I Circuit Total 1.81 .- 9i 1 Total Wire • . i .., Resistance ID 114 ) . 1 0 0 O i 1 ( WL * 2 )* (R/ft) 0 o t -', d , 0 1i : Total Device Load, Amps (I) 0.01 1 0 01 o1 i (Total Cct Load) 0 i • , , t. . 0' 0 1 i i I , ? , Voltage Drop ( E ) 1 0.01F 0 . f - ' 01 ' 1 E - . 0! i 3 1 1 3 ; (E= I * R) ........„.. \ tr., 0, . . .%,.. % %-. • .• ., .s.•. --- ,... % .• • % 0 1 . i i f OIL:- 01 3 1_3 3 -3, 3 EOL Voltage 2039.1 3 , 3 , O ; 'i 0 !I 01 1 't i 1 1 i - ;-' 0 't , 01 0 1 DEVICES5 TOTAL A =1 9i m =1 ! , 14 I 221 20.389736761 9 ,,,•..._•_,.....,........... _ _........_•____.,..............._. _ •........... • ._ .... • .. ..• ...,.....„.................... ........,............ , ........ I . _, ,_ RISER DIAGRAM VOLTAGE DROP CALCULATION ri lit 2006 b Guardian Securit S stems, Inc. All R. hts Reserved co p."0"5 < fIt2 2Z #LLJcrO Q- 11:1-11t5 O (I) Z w F- cc u) :5F-<1- O < LLw 0 (i) SID (7) N D 1 w 1-- w CC 1/8"=1' DRAWN BY: 'ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: OB NUMBER:54515 SHEET FA -04 HOT TOPIC #2676 •v ��"`-j=---_ Iruiniuuiittu+�r'�ii.. ',r �► rt.... r{;!{ILII VICINITY MAP (Suite# 2676) 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 class II Occupancy with 130 ft' 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 sprinter system to remain. Western States Fire Protection will modify the existing system onl in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. 110 123ll 10'89Yi 10'-3 4 El EXISTING PIPE NEW PIPE VICINITY MAP DETAIL NOT TO SCALE RISER ROOM "A" DETAIL, HYDRAULICS REFERENCE ONLY NOT TO SCALE Ina ma; 2'-51/z 9'-1 1'-6 Ordinary Group II'0.200gpm/ t2 for 990.00ft2 EXISTING T7 MAIN am an ems mm mm maTnn ma ma ma ma ma ETn 11'-0 D'-6 11'-6 0'-6 8' -ll 10'-0 ;HALLWAY 'GWB @ 9'-0 1!S ACT Q13.-0 F t, FT ROOM 0. 41, Lori° • ink 8 ALCOVE GWB@10'-0 X6.1 ro 2'-1 FifR 9 o 0 1 0 '-2 0 0 r At ( F Lo 'tr, >t, CL111'-7'AFF 0® 12' x12" METAL PANELS ACT @14'-0 CLi 11'-7"AFF WOOD PANEL ENTRY @ 11'-7* HOT TOPIC - TI Remote Area: Retail # 2676 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD I1 MAX. COVERAGE per HEAD 130 Ft= DENSITY .20 GPM I Fe for 1069 Ft' SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 309.64 GPM @ 61.53 PSI At time of Design 14'-0 CLG.=34% AREA REDUCTION TYPICAL FLEXABLE SPRINKLER CONNECTION.: FLEXHEAD SPRINKLER :•...• .:..... •..:: ::: •:• BRANCHLINE FLEXABLE CONNECTING HOSE:.:. iN STANDARD LENGTHS MOUNTING BRACKET SUSPENDED T -BAR GRID SPRINKLER HEAD FLEXHEAD DETAIL NOT 'ro SCALE SIVEL SWIVEL 1+ BRACE FITTIh 3 BRACE PIPE 3/$' KWIK BOLT (2114 EMBED LENGTH) FIG,1000 ••FST CLAMP„ SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE NOTE: NFPA 13 8.6.6.1. The clearance between the deflector and the top of storage shall be 18in. (457mm) or greater. SCALE: 1/8" = 1'-011 1 3 5 7 9 11 HOT TOPIC - TI 1/8" = 1'-0 FIG.4A PIPE CLAMP FOR SWAY BRACE FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT i 3/8" IK BOLT (2114" BED LENGTH) LATERAL BRANCHLINE RESTRAINT BRACE PIPE A NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt Ill 4 Cut Rod Lgth Rounded to Nearest Inch Bottom of Concrete to Carter Line of Pile Note on Plan Note on Plan: Hanger Number and'A' Dimension HANGER DETAIL NOT TO SCALE Steel l-Beern or Bar Joist Rounded to • Nearest inch Hanger No. 01S Top Beam C -Clamp Model 300 Michigan Top Be C -Clamp or Eual with Lock Nut Note on PIan: Hanger Number and "A -Dimension HANGER DETAIL NOT TO SC'ALF, .72 .i;.) r'T"•:f, r."t.•'' <dn•n6-7^"r, 'I' i e Without Comments As Noted in Rc.ci • Per The Attached Letter nese plana have bUcn review, -id by The Tukwila Fire Prevention Sure. u for con driII:i icr;':ilii.fl current city standards. Acceptance i.: :.ohle.ct to errors and omissions which do hot ..gut; iof'ie vioMions of adopted staiia itc3 iar,d C/ rti t i for the t :rr1�., c.•...- fi . r-:;:;;71l:iai;+c.3,r qu icv of ' iri i;,._ i `L::i `' ti ti'I,:; designer. UCi!.!O(i::, ('(('(r3tr:l'•., l':i !i:;'i'if` i':, ;i� ;i drawings atter (his Cfc7t 1'l iii iilr.`:t.:1;..i f quire a resubmittal of r ;vised dr a,v_,,ii gs for subsequent approval. Final acceptance i:> subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S/ By: 3/bal Si .-s•,a-.an rc;n::..--,..,rx..ncn-.. w. no,,,sarzsesnacenal ruKWILA FIRE DEPARTMEN Please call: 575-440Z and give. this job No. 02 'S — /S—O and exact address for shut dawn or restoration aporovg; Weld stamps mus be inspected ftre pipe is hung. PQot paint popincg prior to hydrostatic tet approval. U. W . Chris J. Isaac Timberwolf Construction .o ce 0 0 SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. 4 -WAY EARTHQUAKE BRACE R5415 27 5.6 SPRAY Pendent ORIF. yz' FIN. Brass TEMP. 155° F MFR./MODEL REL G4A CONCEALOR APPROVAL: City Of Tukwila HYDRAULIC REFERENCE POINT Total = 27 HANGER SYMBOL BRANCHLINE RESTRAINT CONT. NO.: K$0337 DRAWN BY: Chris J. Isaac SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 04/28/08 Western States Fire Protection Company 7102180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE ! AUSTIN I DALLAS l DECATUR lDEINER/ DULLITH/HOUSTON I KANSAS CITY LAS VEGAS / MINNEAPOLIS/PHOENIX/ PORTLAND /RAPID CITY/ ST. PAUL/SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Hot Topic 1676 South Center Mall Tukwilla ,WA 98188 HOT TOPIC - TI PA ""�t l f) 200 h: aJ Tukwila Fir SHEET FP -1 OF 8 1 (- 256 15 17 5 4t._ HOT TOPIC #2676 uirX1� � IIIiIh ��IlIIIItiI�ItI.II_OI POP VICINITY MAP (Suite# 2676) SCALL_: N I S 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 Class II Occupancy with 130 ft2 maximum snacina (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The buildina is constructed with non-combustible materials and aualifies as unobstructed construction. 3. All hanaer 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 fittinas are cast iron class 125 or ductile iron class 150. 6. ThA owner is rAsnnnsihIA for all annropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. 1 hA nwnAr Is rasnonslhIA for tow trem7a nrntACtion of all sprinkler system piping and components that are not designed for freezing conditions. 8. txistmc tire sprinKler system to remain. western States Fire Protection will modify the existing system nnly in ha ArAac nfwork. All other areas are not in contract and WSFP is not responsible for existing conditions. 8 :-_ — _ — - = IJ1 EXISTING PIPE 10'-3'/ .11 NEW PIPE 10'-31/2 VICINITY MAP DETAIL NOT TO SCALE RISER ROOM "A" DETAIL HYDRAULICS REFERENCE ONLY NOT TO SCALE 21-51/2 9'-1 1'-6 EXISTING T7 MAIN 11'-0 0'-6 11'-6 4 12\ 0'-6 8'-11 10'-0 A02 u:! io u , 11% k r i 0--81,4i WASH RM - GWB®8'-0 Ln f i 33E WB ©9-0 Ao9�. ;;+ 3114 �O04/ t rL' HALLWAY hAQGWB( U PO; IM1l�1 Si 1 MI FT ROOM �'`} GWB @ 84 O 1 V 'nrIA BOO 6-434; FT ROOM GWB O_F-0 ;:g cC`. 1 -J m N 0 iS 0 O 0 0) 0 0 itT A01J =_- 10'-0 O `N V N �ST - co N A (1%b;:i.'--.‘":'-: c • NI. 09 P 1 F ��1.6—* G.-; p ./ ' 1y.0'- CL1 11 -7 -AFF 12' x12' METAL PANEL FLC- cb WOOD PANEL ENTRY @ 1V-7' LA ALCOVE GWB@10'-0 ACT @14'-0 CL1 11. -7 -Ari HOT TOPIC - TI Remote Area: Retail # 2676 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY cLAss ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft= DFSISITY_.20 _. GPM 1 Ft' for 1069 FN SPRINKLER Reliable Model G4A ORIFICE_1 /2" K= 5.6 WATER FLOW INFORMATION': sT.;r(c 140 PSI RESIDUAL 20 PSI FLOW - 10900 GPM AT BASE OF ::iSER, SYSTEM REQUIRES: 309.1:=1-_ GPM @ __61.53 PSI ' At time of Design 14'-0 CLC's. 44% AREA REDUCTION TYPICAL FLEXABLE SPRINKLER CONNECTION: FLEXHEAD MOUNTING BRACKET ��iirfi'ttt" i7C1A1J, r5it1�ni4il&1't1 PIPE NIPPLE SPRINKLER BRANCHLINE, FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING lu,c0 3/9' MIK BOLT (2114' EMBED LENGTH) FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE NOTE: NFPA 13 8.6.6.1. The clearance between the deflector and the top of storage shall be 18ir:. (457mm) or greater. SCALE: 1/8" = 1'-0" 1 3 5 7 9 11 r- .i -1.-16.x. HOT TOPIC - TI 1/8" = 1'-0 FIG. 4A PIPE CLAMP FOR SWAY BRACE FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT 919' KWIK BOLT (21/4' EMBED LENGTH) LATERAL BRANCHLINE RESTRAINT To ° NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILT/ Kwik Bolt III Rod Coupling Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Pipe Note on P(en Note on Plan: Hanger Number end' A' Dimension HANGER DETAIL NOT TO SCALE Steel I -Beam or Bet Joist Rounded to Nearestlneh Hanger No. 01S Top Beam C -Clamp 3 ‘,.. , .1„ All Thread Rod Swivel Ring Pipe Model 300 Michigan TorEopp quelBeem C-Ciemp with Lock Nut Note on Plan: Hanger Number and' A' Dimension HANGER DETAIL NOT TO SCALE 0 Q 0 F -- w z 0 U U o.o. d 01 N, 0 0 2 17)U 4— a) E 1 - CONTRACTOR: 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 R5415 27 5.6 Pendent 1,4 Brass 155°F REL G4A CONCEALOR APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT Total = 27 CONT. NO.: KS0337 HANGER SYMBOL BRANCHLINE RESTRAINT DRAWN BY: Chris J. Isaac SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 07/21/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF1360F WESTERN STATES FIRE PROTECTION COMPANY - OFFICES LOCATED ALBUQUERQUE /AUSTIN /DALLAS / DECATUR / DENVER /DULUTH /HOUSTON I KANSAS CITY LAS VEGAS /MINNEAPOLIS I PHOENIX /PORTLAND / RAPID CITY/ ST. PAUL /SALT LAKE CITY / SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Hot Topic 3676 South Center Mall Tukwilla ,WA 98188 HOT TOPIC - TI SHEET FP -1 OF 1 i %SIL?7?° 2676 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-174 08-S-150 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Hot Topic 2676 Southcenter Mall Permit No.: 08-S-150 Date: May 1, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. _l II Hydraulic OverviewII Job Number: KS0337 Report Description: Ordinary Group II Job Job Number KS0337 Job Name Hot Address 1 $676 Address 2 City Tukwilla Design Engineer Chris J. Isaac Phone FAX Topic 425-881-0100 425-881-3030 State Certification/License Number South Center Mall WESTESF136QF J.0 City of Tukwila State Zip Code Job Site WA 98188 2676 South Center Mall System Densely 0.200gpm/ft2 Most Demanding 5.6 K Coverage 120.00ft2 System Pressure 69.180 Total Demand 559.64 Area of Application 990.00ft2 (Actual 1069.77ft2) Spunkier Data Hose Streams -Factor 24.00 at 18.367 250.00 Per Sprinkler Number Of Sprinklers Calculated 12 Demand System Flow Demand 309.64 Pressure Result @ 69.180 +70.326 (50.4%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(aDm) Static(psi) Residual(psil Identifier Pressure(psil K-Factor(K) Flow(qpm) 1 10900.00 250.00 140.000 20.000 folio 011010% I,./1."A HOT TOPIC FP-1.cad Supply at Node 1 (10900.00, 250.00, 140.000, 20.000) 150 _ Static 1 Pressure 1 140.000 i/: 135 �y ` 1. j. 120 105 _ 90 'N ED: z 75 X559.64 N �I09.64 wi @ h hose 69.180 streams n`. 60 45 ystem demand curve 30 10900.00 @ 20.000 .11 15 qs0 I1lt111111111l111111l1111111111111111 111111IIL 111/11111 1 I I III III 111111111 110033000 5500 6600 7700 8800 9900 11000 Water flow, gpm k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:23AM Page 1 Hydraulic Summary Job Number: KS0337 Report Description: Ordinary Group II Job Job Number KS0337 Job Name Hot Topic Address 1 3676 South Center Mall Address 2 City State Zip Code Tukwilla WA 98188 Design Engineer Chris J. Isaac State Certification/License Number WESTESF136QF AHJ City of Tukwila Job Site 2676 South Center Mall Drawing Name HOT TOPIC FP-1.cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 24.00 at 18.367 Hose Allowance At Source 250.00 Additional Hose Supplies Node Flow(gpm) Occupancy Ordinary Group II Density 0.200gpm/ft2 Number Of Sprinklers Calculated 12 Area of Application 990.00ft2 (Actual 1069.77ft2) Coverage Per Sprinkler 120.00ft2 Total Hose Streams 250.00 Syetem Flow Demand Total Water Required (Inducting Hose Allowance) 309.64 559.64 Manmum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 20.05 between nodes 196 and 209 Maximum Velocity Under Grand 1.17 between nodes 1 and 420 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 3178.48ga1 6.30gal Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.506 559.64 69.180 70.326 Contractor Contractor Number KS0337 Contractor Name Western States Fire Protection (Redmond) Address 1 7102 180th Ave NE, Suite A-105 Address 2 City State Zip Code Redmond WA 98052 Contact Name Chris J Isaac Phone (425)881-0100 FAX (425)881-3030 E-mail chris.isaac@wsfp.us Web -Site Contact Title Designer Extensan ©M.E.P.CAD, Inc. ? AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:24AM Page 2 r Summary Of Outflowing Devices Device Actual Flow (gpm) Job Number: KS0337 Report Description: Ordinary Group II Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler c Sprinkler Sprinkler Sprinkler Sprinkler 115 116 114 112 113 111 105 104 101 103 102 107 L> Most Demanding Sprinkler Data 29.34 29.78 26.98 25.45 25.85 25.23 24.98 24.34 24.00 24.26 24.22 25.21 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 27.450 28.283 23.213 20.658 21.315 20.303 19.900 18.896 18.367 18.760 18.700 20.258 (, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:25AM Page 3 Node Analysis Job Number: KS0337 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 106 108 109 110 133 134 196 199 209 212 216 218 220 222 223 229 230 237 242 372 378 420 115 116 114 112 113 111 105 104 101 103 102 107 1 17'-3 P0(26'-4) 18'-6 fE(8'-11'/) 15'-8 fE(8'-11 %) 17'-3 fE(8'-11'') 15'-8 PO(5'-0) 15'-8 PO(5'-0) 15'-8 2P0(8'-0) 15'-8 2P0(8'-0) 16'-4 PO(5'-0) 16-4 PO(5'-0) 16-4 PO(5'-0) 16-4 PO(5'-0) 16'-4 PO(5'-0) 16-4 PO(5'-0) 16'-4 PO(5'-0) 16-4 E(2'-0) 16-4 PO(5'-0) 16'-4 E(2'-0) 17'-10 -16'-1 2P0(43'-1) -16'-1 BFP(-5.000) 14'-0%4 Spr(-27.450) 14'-0'/4 Spr(-28.283) 14'-0%4 Spr(-23.213) 14'-0%4 Spr(-20.658) 14'-0%4 Spr(-21.315) 14'-0%4 Spr(-20.303) 14'-0'% Spr(-19.900) 14'-0%4 Spr(-18.896) 14'-0%4 Spr(-18.367) 11'-7%4 Spr(-18.760) 11'-7%4 Spr(-18.700) 11'-7%4 Spr(-20.258) -22'-0 S 40.853 41.132 40.807 40.559 35.191 34.909 35.761 35.700 30.169 27.443 27.143 24.701 25.308 22.947 22.288 22.174 24.061 24.045 44.955 60.933 61.530 64.925 27.450 28.283 23.213 20.658 21.315 20.303 19.900 18.896 18.367 18.760 18.700 20.258 69.180 29.34 29.78 26.98 25.45 25.85 25.23 24.98 24.34 24.00 24.26 24.22 25.21 309.64 [Vy © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:26AM Page 4 41 Hydraulic Analysis Job Number: KS0337 Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length 4+ Route 1 DR 1.0490 0=24.00 8.91 C=120 0.182334 22'-0 Pf 4.923 101 14'-0% q=24.00 K=5.6 18.367 Spr(-18.367) 5'-0 Pe -1.003 223 16'-4 22.288 PO(5'-0) 27'-0 Pv BL 1.6100 0=48.26 7.60 C=120 0.082407 8'-0 Pf 0.659 223 16'-4 22.288 Pe 222 16-4 22.947 8'-0 Pv BL 1.6100 0=72.60 11.44 C=120 0.175436 10'-0 Pf 1.754 222 16-4 22.947 Pe 218 16-4 24.701 10'-0 Pv BL 1.6100 0=97.83 15.42 C=120 0.304642 9'-0 Pf 2.742 218 16'-4 24.701 Pe -0.000 212. 16'-4 27.443 9'-0 Pv BL L 1.6100 0=123.28 19.43 C=120 0.467287 3'-0.4 Pf 7.967 212 16'-4 27.443 14'-0 Pe 0.289 199 15'-8 35.700 3LtE(2'-0), PO(8'-0) 17'-012 Pv CM 4.2600 Q=153.06 3.45 C=120 0.006102 10'-0 Pf 0.061 199 15'-8 35.700 Pe 196 15'-8 35.761 10'-0 Pv CM 4.2600 0=309.64 6.97 C=120 0.02.2466 215'-8%a Pf 5.047 196 15'-8 35.761 8'-111/2 Pe 109 15'-8 40.807 fE(8'-11 %) 224'-7% Pv RN 4.2600 0=309.64 6.97 C=120 0.022466 1'-7 Pf 0.438 109 15'-8 40.807 fE(8'-11 Y2) 17'-11 Pe -0.686 110 17'-3 40.559 fE(8'-11 Y2) 19'-6 Pv CM 4.2600 0=309.64 6.97 C=120 0.022466 13'-1 Pf 0.294 110 17'-3 40.559 Pe 106 17'-3 40.853 13'-1 Pv RN 4.2600 0=309.64 6.97 C=120 0.022466 1'-3 Pf 0.821 106 17'-3 40.853 PO(26'-4) 35'-3% Pe -0.542 108 18'-6 41.132 fE(8'-11 Y2) 36'-6% Pv CM 4.2600 0=309.64 6.97 C=120 0.022466 139'-5 Pf 3.534 108 18'-6 41.132 17'-11 Pe 0.289 242 17'-10 44.955 2fE(8'-11 %2) 157'-3% Pv CM 6.3570 0=309.64 3.13 C=120 0.003198 180'-101A Pf 1.274 242 17-10 44.955 217'-5% Pe 14.704 372 -16-1 60.933 12fE(12'-7), BV(12'-7), fE(10'-0), 398'-3' Pv CV(40'-2' ), GV(3'-9Y.) BL 8.3290 0=309.64 1.82 C=120 0.000858 17'-10 Pf 0.597 372 -16-1 60.933 P0(43'-1) 678'-3Y2 Pe -0.000 378 -16'-1 61.530 2fE(16'-0), 14P0(43'-1) 696-1% Pv MS 10.0200 0=309.64 1.26 C=120 . 0.000349 20'-2 Pf 5.030 378 -16-1 61.530 67'-0 Pe -1.635 420 -12'-3% 64.925 3LtE(16'-0), BV(19'-0), BFP(-5.000) 87'-2 Pv UG 10.4000 0=309.64 1.17 C=140 0.000219 112'-10% Pf 0.055 420 -12'-3% 64.925 137-1% Pe 4.200 1 -22'-0 69.180 4LtE(25'-6), 2EE(17'-6%), S 250'-0 Pv Route 2 DR 1.0490 0=24.22 8.99 C=120 0.185391 30.-11% Pf 7.408 102 11'-7Y. q=24.22 K=5.6 18.700 Spr(-18.700) 9'-0 Pe -2.048 230 16-4 24.061 2E(2'-0), PO(5'-0) 39'-11% Pv BL 1.6100 0=49.42 7.79 C=120 0.086131 14'-5% Pf 1.248 230 16'4 24.061 Pe -0.001 220 16'-4 25.308 14'-5% Pv BL 1.6100 0=74.40 11.73 C=120 0.183591 10'-0 Pf 1.836 220 16'-4 25.308 Pe -0.001 216 16'-4 27.143 10'-0 Pv BL 1.6100 0=100.26 15.80 C=120 0.318766 9'-6 Pf 3.027 216 16-4 27.143 Pe -0.001 209 16'-4 30.169 9'-6 Pv BL 1.6100 0=127.24 20.05 C=120 0.495395 0'-8Y2 Pf 5.302 209 16-4 30.169 10'-0 Pe 0.289 196 15'-8 35.761 LtE(2'-0), PO(8'-0) 10'-8Y2 Pv a Route 3 • DR 1.0490 0=24.26 9.00 C=120 0.185934 25'-4% Pf 5.464 103 11'-7% q=24.26 K=5.6 18.760 Spr(-18.760) 4'-0 Pe -2.050 229 16'-4 22.174 2E(2'-0) 29'-4' Pv BL 1.6100 0=24.26 3.82 C=120 0.023083 4'-11% Pf 0.114 229 16-4 22.174 Pe 223 16-4 22.288 4'-11'% Pv F. Route 4 (M ©M.E.P.CAD, Inc. ?); AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:27AM Page 5 4 z Hydraulic Analysis 1 Job Number: KS0337 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 DR 1.0490 Q=24.34 9.04 C=120 0.187181 22'-0 Pf 5.054 104 14'-0'% q=24.34 K=5.6 18.896 Spr(-18.896) 5'-0 Pe -1.003 222 16'-4 22.947 PO(5'-0) 27'-0 Pv ..• Route 5 DR 1.0490 Q=24.98 9.27 C=120 0.196362 23.-7% Pf 6.409 105 14'-0% q=24.98 K=5.6 19.900 Spr(-19.900) 9'-0 Pe -1.001 220 16'-4 25.308 2E(2'-0), PO(5'-0) 32'-7% Pv �• Route 6 DR 1.0490 Q=25.21 9.36 C=120 0.199632 25'-23h Pf 5.834 107 11'-7'/. q=25.21 K=5.6 20.258 Spr(-20.258) 4'-0 Pe -2.048 237 16'-4 24.045 2E(2'-0) 29'-2% Pv BL 1.6100 Q=25.21 3.97 C=120 0.024784 0'-7% Pf 0.016 237 16'-4 24.045 Pe -0.000 230 16'-4 24.061 0'-73h Pv c• Route 7 DR 1.0490 Q=25.23 9.37 C=120 0.200040 22'-0 Pf 5.401 111 14'-0'% q=25.23 K=5.6 20.303 Spr(-20.303) 5'-0 Pe -1.003 218 16'-4 24.701 PO(5'-0) 27'-0 Pv a Route 8 DR 1.0490 Q=25.45 9.45 C=120 0.203273 25'-3% Pf 7.788 112 14'-0%, q=25.45 K=5.6 20.658 Spr(-20.658) 13'-0 Pe -1.003 212 16'-4 27.443 4E(2'-0), PO(5'-0) 38'-3% Pv .a. Route 9 DR 1.0490 Q=25.85 9.60 C=120 0.209245 23'-7% Pf 6.830 113 14'-0% q=25.85 K=5.6 21.315 Spr(-21.315) 9'-0 Pe -1.002 216 16'-4 27.143 2E(2'-0), PO(5'-0) 32'-7% Pv c• Route 10 DR 1.0490 Q=26.98 10.02 C=120 0.226430 24'-1% Pf 7.958 114 14'-0% q=26.98 K=5.6 23.213 Spr(-23.213) 11-0 Pe -1.002 209 16'-4 30.169 3E(2'-0), PO(5'-0) 35'-l% Pv Route 11 DR 1.0490 Q=29.34 10.89 C=120 0.264406 2Z-11% Pf 8.455 115 14'-0'% q=29.34 K=5.6 27.450 Spr(-27.450) 9'-0 Pe -0.714 133 15'-8 35.191 2E(2'-0), PO(5'-0) 31.-11% Pv BL 1.6100 Q=29.34 4.62 C=120 0.032825 9'-41/4 Pf 0.570 133 15'-8 35.191 8'-0 Pe 196 15'-8 35.761 PO(8'-0) 17'-4% Pv GO Route 12 DR 1.0490 Q=29.78 11.06 C=120 0.271822 27-0 Pf 7.339 116 14'-0'% q=29.78 K=5.6 28.283 Spr(-28.283) 5'-0 Pe -0.714 134 15'-8 34.909 PO(5'-0) 27'-0 Pv BL 1.6100 Q=29.78 4.69 C=120 0.033746 11-5'% Pf 0.791 134 15'-8 34.909 12'-0 Pe 199 15'-8 35.700 2LtE(2'-0), PO(8'-0) 23'-5'1% Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier II Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 / Actual Inside Diameter \487 = Factor Schedule 40 Steel Pipe Inside Diameter J (M, © M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 04/28/2008 11:47:27AM Page 6 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: KS0337 Report Description: Ordinary Group II Velocity HWC K -Factor Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Diameter Branch Line Elevation Cross Main Flow Drain Discharge Drop Velocity Dynamic Pressure Feed Main Length Feed Riser Friction Loss Miscellaneous HWC Outrigger Pt Riser Nipple Pn Sprig Pf Stand Pipe Pe Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaiV BFP BV C cpig Cr CV DeIV DPV E EE Eel Ee2 FDC fE fEE flg FN fr g GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap (M ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 04/28/2008 11:47:27AM Page 7 f i f Hydraulic Graph 1 Job Number: KS0337 Report Description: Ordinary Group II (M ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:27AM Page 8 Supply at Node 1 Pressure, psi cn c8 & 8 01 `8 80 8 g Static Pressure 140.000 .559.64 309.64 with hose @ 69.180 streams System demand curve 1 10900.00 @ 20.000. 1WJIIIII111 11 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1111111 111111111 111111111 o 91 3300 0 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 139.506 @ 559.64 System Demand 309.64 @ 69.180 System Demand (Including Hose Allowance) 559.64 @ 69.180 (M ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/28/2008 11:47:27AM Page 8 1 Flow Diagram (Top View) Job Number: KS0337 Report Description: Ordinary Group II © M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 04/28/2008 11:47:28AM Page 9 tl tj Z • LI SHEET INDEX GENERAL NOTES SHEET NUMBER SHEET TITLE FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 FIRE ALARM SYSTEM FLOOR PLAN FA -04 SYSTEM CALCULATIONS (GENEAL), RISER, SITE PLAN ■ A CEPTE Without Comments 0 As Noted In Red 0 Por The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is suhiect to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rets totally with the designer. Additions, deletions or r. visions to these drawings atter this date will void thk.aacceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to fie.td test and inspection bV The TukwilaFireFire Prevention Bureau. Date: S- O By: Al J l I • fUKWIIJ FIRE DEPART(;LN1 Please call: 575-4407 and give this job No. LP- and 7 - and exact address for shut, down or restoration aporowG. 1 NOTICE A completed, signed, Tukwila Fire Depar met,,t• Prc-test Certificate must i "4a pr'e:: tinted t:c� i heInspectGr prior co conn `riceiT1ent; of .=iCcent:--Intoe any I' n Alarm al ItJ I_ -!i: `ci.ion RAW, i=.:; ,.a:il result in a i•:-"inspec.cion Fee and termination of the test:in• .. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR 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 INDICATI❑N LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATI❑N 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 OF 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 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. 23. 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 } SYMBOLS LEGEND QUANTITY 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 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 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/ 1 G RING CEILING DUCT SMOKE DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING Ec FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. FIRE ALARM SPEAKER STROBE (WALL MOUNT) F FIRE ALARM SPEAKER STROBE L C ,. (CEILING MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. L L FIRE ALARM STROBE (CEILING MOUNT) FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) 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. SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1 /2" EXT. FIRE ALARM SPEAKER (WALL MOUNT) SET -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM B FIRESTROBE ALARM WP (WEATHERPROOF) 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 0 MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTI❑N BOX F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.❑.N, UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A 1 174 v W z r0 V (../) LU uJ (/) 0 OD u 1 - DO rte) C' rn• I co (NI '0 c) N Q TEL. (206) 622-6545 - RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS FOR AHJ DATE 5/5/08 2 CCCCC 03 a0 �Z V wccp tZ c~5 w= r- ow Q �s cc (n5 N D 1- 0 uJ (SCALE: 1/8" =1 ' DRAWN BY:. (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: �OB NUMBER:54515 SHEET ri.ht 2006 b Guardian Securit S stems, Inc. All Ri.hts Reserved 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 S WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS DUCT DETECTOR LOCATION p TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE 4 )�' STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC - 1 0 END DF LINE DEVICE(3.6K 1/4W) SUPERVISED SWITCH GROUND -101 in NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 @ 0 HTRI-R °STATUS LED CO 1` C0 0 0 0 N.O. COM N.C. o O/2} 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. - CONT. RES. MAX. - MAX. CABLE LENGTH- C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING TUBE INLET SAMPLING TUBE AT LEAST ;;!'SIX DUCT ' WIDTHS FROM BEND Q TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE QAC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE 4.). STOP IF LAST DEVICE (-) FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE (-); RELAY CONTACTS (4.0A @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 mA DURING POLLING 10 OHMS 200 FT. (18 AVG) 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 ��o0a 123456 HCP TB2 0 0 65 ebb 43 21 END OF LINE .a.. DEVICE. (3.6K 1/4W) SUPERVISED / SWITCH ; ' GROUND M HTRI-D OSTATUS LED CO 0' t` 0 (0 0 r NOT USED NOTE: FOR ADDITIONAL SPECIFICATIONS. SEE PRODUCT DOCUMENTATION. FRONT VIEW � � o NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP 0— FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> END OF LINE DEVICE 3.6K 1/4W) UPERVISED 1 SWITCH Q -TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) - 0 GND N AC 111 PAD -3 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1— 1 2+ 2— 2 NC C NO + — + — + — + — + — 24K TYPICAL WIRING FOR HCP MODULE (PAD-aTRIP) LABEL SCALE 2 NAC -4 2 NAC -3 NAC -2 NAC -1 FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP (VOICE CIRCUIT) ('V' CABLE) 470 OHMS EOL 0 INPU 9t ' 1 ) TS M-1 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE: NONE (+) t-). STROBE SPEAKER (+) ( STROBE(-) EARTH GROUND .f --)(-1-)TO NE>L7":DEVICE OR >(-) STOP IF: LAST DEVICE} ( ) STROBE SPEAKER t0 ^) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY R E � 80" A.F.F. a 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 �TD NEXT . DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERATING TEMPERATURE x•32' F 0- C) TO 100' F (38'C) HUMIDITY: X RELATIVE HUMIDITY. NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POI§ER SOURCE DATA IN (-) > DATA IN (-) ,> DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION �W11TH DUCT HOUSINGS AD -11P OR AD-11XPR 08-11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE > ( ) DATA OUT } (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING HARD LID SPEAKER SUPPORT TILE BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION N CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N 130X --L\ MOUNTED ON \\ CEILING FLEX JUNCTION BOX ------ MOUNTED AGAINST CEILING SUPP❑RT / / / / / 0 0 0 0 TO NEXT DEVICE CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved W z FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS z DESCRIPTION SHOP DRAWINGS FOR AHJ Lu I -- Q co 0 V) 0 z C C J z 0 0 z 0 z E r1 ( / W 0 1.1. a0 .-JI o Q0) W WO a_ 145 w zz I—cc=cn O W ccw`�i Et r r.N ‘CALE:1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/05/08 BACKROUND PLAN PROVIDED BY: ..OB NUMBER:54515 J SHEET FA -02 EOL—Sl 19.94V X 0 Pq L� z Ma 0 u 0 I Lit 2S,2v 0 2S,2V NW Kt#1 75 'elk) HOT TOPIC WESTFIELD SOUTHCENTER MALL HOT TOPIC WESTFIELD SOUTHCENTER MALL SCALE -1' SCALE 118"=1' FLAG NOTES: 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 CONTRACT❑R, WIRED BY ELECTRICAL CONTRACTOR. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 114 ca 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS FOR AHJ DATE ao Q in z CCCCC CO J *— CO O w Er0 SWI I—oc=(i) �Wo I CC 1- (0 CV D Z 0 0 J LL W cc } w /SCALE: 1 /8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/05/08 BACKROUND PLAN PROVIDED BY: `10B NUMBER:54515 SHEET FA -03 HOTTOPIC FACP ADD ONS Current Load: Standby: • i ; Alarm: Device Type HFP-11 AD2-P HTR -R: ICP -B6 Qty 1 Amps Total 0.0022 0.0635 2 0.009600 0.001600 0.0022 0.0635 0.0096 Amps Total 0.0023 0.064 0.021 0.064 0.042 0.0035 0.005 Standby Current Load: 0.0731 Amps 0.0731 For 24 Hours = Amps 0.106 Amps 1.754 Amp -hours Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours -331,373 '33 Battery Pair to be Used: Total System Current Load: 12VDC 25% Derating= Amp -hours 2.204 2.204 7AH Amp -hours Amp -hours HOT TOPIC SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations z 0 1--= a_ (..) w w D SHOP DRAWINGS FOR AHJ Current Load: Standby: DATE 5/5/08 Alarm: 2 < <<<< Device Type Qty Amps Total Amps Total , Main System Board , 1 0.03 0.03 0.030 0.030 SET -MC @15CD 2 0.064 0.128 SET -MC @30CD 1 0.098 0.098 SET -MC ©75CD 2 0.175 0.350 SET -MC @1106D, 0.233 SET-HMC-C@115CD 0.318 SET-HIVo-o@135CD 1 0.318 SET-HMC-C@185CD 0.445 ZR -MC @15CD 1 0.064 0.064 ZR -MC @30CD 0.098 HCP 0.0015 0.03 Amps 0.67 Amps Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Alarm Current Load: 0.67 Amps For 5 Minutes= 0.056 Amp -hours , 25% Derating= 0.970 Amp -hours Total System Current Load: 0.970 Amp -hours , Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION c) z0 LU Ct LU U) LU _J LIJ REV. BY: z .:t z 0 1--= a_ (..) w w D SHOP DRAWINGS FOR AHJ DATE 5/5/08 2 < <<<< Ir,1 1 1‘.,;..,__,,,,,,,..".... --------------- „.5.:____L - -_--- 1 \,, _ n --33,333 il •,1 • , / - ‘,1 ,.- - - ..• o slraY.-aF:-11 NORTH HOT TOPIC WESTFIELD SOUTHCENTER MALL SCALE 11324 S2V4 S2V4 S,2V 2S,2V C c 75 15 15 15 30 EOL -S1 19.94V i 1 ication Appliance Circuit Detail i PROJECT: i WESTFIELD SOUTHCENTER MALL ,,, - , i Panel: HOT TOPIC • - -- , 1 3, iWire Resistance 1.62:- Date. May 7, 2008.,......... 1 ' CURRENT TOTAL= 640 C IRCUIT: 1S1 ( I , 1 , QTY 1 , 1 Device Type 3Alarm Current, Alarm Total 3 Wire Size I Wire Length 3 Voltage at EOL i Circuit Total i 4 "3" 1 t 2 SET -MC @15CD3 64, 128i i ITotal Wire Resistance ( R ) i 0.72 1 . , i i I i. SET-MC'@30CD 981 98i I 1 i 1 i I , ( WL * 2 )* (R/ft) ! I , ;- 2 SET -MC @75CD I 1751 350! , 1 I i 1 Total Device Load, Amps (I) ? 0.64 i 1 , 1 • 0 SET -MC @110CD 233 (Total Cct Load) 0 A A 0 -1SET-HMC-C@115CD 0 ISET -HMC-C@177CD - 3181 i i „._. 4451 1- 01 0 i --I- , J 1 I , i. 1 3 1, 11 0.46 I, !Voltage Drop ( E ) , ql- lEOL Voltage i 19.94 ; , i.. , • , i .i... i , 1 • ., li 1 4-, I , 1 ) 1 1 , 19.9417344i _ 1 -I- 1, t i 221 , i 640 O iSET-HMC @135CD 3181 () O !SET -HMC @185CD 445i 01 (20.4 - E) O 1Z-MC@30CD 98 j 01 2-MC@i 5CD 0 SET-MC-CW@110CD 2331 0 64 641 DEVICES=I6 TOTAL m A= 640i 12 -, _ . , .-NoilliCiii6n- --- Ap-p-iiiric'eClicuit Detail i ''' -'. 1 , • , ' 4 i . , J r, • I_. . , • lr % i PROJECT: ii/VESTFIELD SOUTHCENTER MALL Panel: HOT TOPIC Date: May 7, 2008 Wire Resistance 2.58 CURRENT TOTAL=19 CIRCUIT:ISPEAKER CIRCUIT '; •1 QTY - Device Type , . 5 i70.7V1/8 Alarm Current! Alarm Total l Wire Size i Wire Length Voltage at EOL I Circuit Total 1.81 .- 9i 1 Total Wire • . i .., Resistance ID 114 ) . 1 0 0 O i 1 ( WL * 2 )* (R/ft) 0 o t -', d , 0 1i : Total Device Load, Amps (I) 0.01 1 0 01 o1 i (Total Cct Load) 0 i • , , t. . 0' 0 1 i i I , ? , Voltage Drop ( E ) 1 0.01F 0 . f - ' 01 ' 1 E - . 0! i 3 1 1 3 ; (E= I * R) ........„.. \ tr., 0, . . .%,.. % %-. • .• ., .s.•. --- ,... % .• • % 0 1 . i i f OIL:- 01 3 1_3 3 -3, 3 EOL Voltage 2039.1 3 , 3 , O ; 'i 0 !I 01 1 't i 1 1 i - ;-' 0 't , 01 0 1 DEVICES5 TOTAL A =1 9i m =1 ! , 14 I 221 20.389736761 9 ,,,•..._•_,.....,........... _ _........_•____.,..............._. _ •........... • ._ .... • .. ..• ...,.....„.................... ........,............ , ........ I . _, ,_ RISER DIAGRAM VOLTAGE DROP CALCULATION ri lit 2006 b Guardian Securit S stems, Inc. All R. hts Reserved co p."0"5 < fIt2 2Z #LLJcrO Q- 11:1-11t5 O (I) Z w F- cc u) :5F-<1- O < LLw 0 (i) SID (7) N D 1 w 1-- w CC 1/8"=1' DRAWN BY: 'ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/05/08 BACKROUND PLAN PROVIDED BY: OB NUMBER:54515 SHEET FA -04 HOT TOPIC #2676 •v ��"`-j=---_ Iruiniuuiittu+�r'�ii.. ',r �► rt.... r{;!{ILII VICINITY MAP (Suite# 2676) 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 class II Occupancy with 130 ft' 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 sprinter system to remain. Western States Fire Protection will modify the existing system onl in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. 110 123ll 10'89Yi 10'-3 4 El EXISTING PIPE NEW PIPE VICINITY MAP DETAIL NOT TO SCALE RISER ROOM "A" DETAIL, HYDRAULICS REFERENCE ONLY NOT TO SCALE Ina ma; 2'-51/z 9'-1 1'-6 Ordinary Group II'0.200gpm/ t2 for 990.00ft2 EXISTING T7 MAIN am an ems mm mm maTnn ma ma ma ma ma ETn 11'-0 D'-6 11'-6 0'-6 8' -ll 10'-0 ;HALLWAY 'GWB @ 9'-0 1!S ACT Q13.-0 F t, FT ROOM 0. 41, Lori° • ink 8 ALCOVE GWB@10'-0 X6.1 ro 2'-1 FifR 9 o 0 1 0 '-2 0 0 r At ( F Lo 'tr, >t, CL111'-7'AFF 0® 12' x12" METAL PANELS ACT @14'-0 CLi 11'-7"AFF WOOD PANEL ENTRY @ 11'-7* HOT TOPIC - TI Remote Area: Retail # 2676 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD I1 MAX. COVERAGE per HEAD 130 Ft= DENSITY .20 GPM I Fe for 1069 Ft' SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 309.64 GPM @ 61.53 PSI At time of Design 14'-0 CLG.=34% AREA REDUCTION TYPICAL FLEXABLE SPRINKLER CONNECTION.: FLEXHEAD SPRINKLER :•...• .:..... •..:: ::: •:• BRANCHLINE FLEXABLE CONNECTING HOSE:.:. iN STANDARD LENGTHS MOUNTING BRACKET SUSPENDED T -BAR GRID SPRINKLER HEAD FLEXHEAD DETAIL NOT 'ro SCALE SIVEL SWIVEL 1+ BRACE FITTIh 3 BRACE PIPE 3/$' KWIK BOLT (2114 EMBED LENGTH) FIG,1000 ••FST CLAMP„ SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE NOTE: NFPA 13 8.6.6.1. The clearance between the deflector and the top of storage shall be 18in. (457mm) or greater. SCALE: 1/8" = 1'-011 1 3 5 7 9 11 HOT TOPIC - TI 1/8" = 1'-0 FIG.4A PIPE CLAMP FOR SWAY BRACE FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT i 3/8" IK BOLT (2114" BED LENGTH) LATERAL BRANCHLINE RESTRAINT BRACE PIPE A NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt Ill 4 Cut Rod Lgth Rounded to Nearest Inch Bottom of Concrete to Carter Line of Pile Note on Plan Note on Plan: Hanger Number and'A' Dimension HANGER DETAIL NOT TO SCALE Steel l-Beern or Bar Joist Rounded to • Nearest inch Hanger No. 01S Top Beam C -Clamp Model 300 Michigan Top Be C -Clamp or Eual with Lock Nut Note on PIan: Hanger Number and "A -Dimension HANGER DETAIL NOT TO SC'ALF, .72 .i;.) r'T"•:f, r."t.•'' <dn•n6-7^"r, 'I' i e Without Comments As Noted in Rc.ci • Per The Attached Letter nese plana have bUcn review, -id by The Tukwila Fire Prevention Sure. u for con driII:i icr;':ilii.fl current city standards. Acceptance i.: :.ohle.ct to errors and omissions which do hot ..gut; iof'ie vioMions of adopted staiia itc3 iar,d C/ rti t i for the t :rr1�., c.•...- fi . r-:;:;;71l:iai;+c.3,r qu icv of ' iri i;,._ i `L::i `' ti ti'I,:; designer. UCi!.!O(i::, ('(('(r3tr:l'•., l':i !i:;'i'if` i':, ;i� ;i drawings atter (his Cfc7t 1'l iii iilr.`:t.:1;..i f quire a resubmittal of r ;vised dr a,v_,,ii gs for subsequent approval. Final acceptance i:> subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S/ By: 3/bal Si .-s•,a-.an rc;n::..--,..,rx..ncn-.. w. no,,,sarzsesnacenal ruKWILA FIRE DEPARTMEN Please call: 575-440Z and give. this job No. 02 'S — /S—O and exact address for shut dawn or restoration aporovg; Weld stamps mus be inspected ftre pipe is hung. PQot paint popincg prior to hydrostatic tet approval. U. W . Chris J. Isaac Timberwolf Construction .o ce 0 0 SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. 4 -WAY EARTHQUAKE BRACE R5415 27 5.6 SPRAY Pendent ORIF. yz' FIN. Brass TEMP. 155° F MFR./MODEL REL G4A CONCEALOR APPROVAL: City Of Tukwila HYDRAULIC REFERENCE POINT Total = 27 HANGER SYMBOL BRANCHLINE RESTRAINT CONT. NO.: K$0337 DRAWN BY: Chris J. Isaac SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 04/28/08 Western States Fire Protection Company 7102180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE ! AUSTIN I DALLAS l DECATUR lDEINER/ DULLITH/HOUSTON I KANSAS CITY LAS VEGAS / MINNEAPOLIS/PHOENIX/ PORTLAND /RAPID CITY/ ST. PAUL/SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Hot Topic 1676 South Center Mall Tukwilla ,WA 98188 HOT TOPIC - TI PA ""�t l f) 200 h: aJ Tukwila Fir SHEET FP -1 OF 8 1 (- 256 15 17 5 4t._ HOT TOPIC #2676 uirX1� � IIIiIh ��IlIIIItiI�ItI.II_OI POP VICINITY MAP (Suite# 2676) SCALL_: N I S 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 Class II Occupancy with 130 ft2 maximum snacina (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The buildina is constructed with non-combustible materials and aualifies as unobstructed construction. 3. All hanaer 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 fittinas are cast iron class 125 or ductile iron class 150. 6. ThA owner is rAsnnnsihIA for all annropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. 1 hA nwnAr Is rasnonslhIA for tow trem7a nrntACtion of all sprinkler system piping and components that are not designed for freezing conditions. 8. txistmc tire sprinKler system to remain. western States Fire Protection will modify the existing system nnly in ha ArAac nfwork. All other areas are not in contract and WSFP is not responsible for existing conditions. 8 :-_ — _ — - = IJ1 EXISTING PIPE 10'-3'/ .11 NEW PIPE 10'-31/2 VICINITY MAP DETAIL NOT TO SCALE RISER ROOM "A" DETAIL HYDRAULICS REFERENCE ONLY NOT TO SCALE 21-51/2 9'-1 1'-6 EXISTING T7 MAIN 11'-0 0'-6 11'-6 4 12\ 0'-6 8'-11 10'-0 A02 u:! io u , 11% k r i 0--81,4i WASH RM - GWB®8'-0 Ln f i 33E WB ©9-0 Ao9�. ;;+ 3114 �O04/ t rL' HALLWAY hAQGWB( U PO; IM1l�1 Si 1 MI FT ROOM �'`} GWB @ 84 O 1 V 'nrIA BOO 6-434; FT ROOM GWB O_F-0 ;:g cC`. 1 -J m N 0 iS 0 O 0 0) 0 0 itT A01J =_- 10'-0 O `N V N �ST - co N A (1%b;:i.'--.‘":'-: c • NI. 09 P 1 F ��1.6—* G.-; p ./ ' 1y.0'- CL1 11 -7 -AFF 12' x12' METAL PANEL FLC- cb WOOD PANEL ENTRY @ 1V-7' LA ALCOVE GWB@10'-0 ACT @14'-0 CL1 11. -7 -Ari HOT TOPIC - TI Remote Area: Retail # 2676 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY cLAss ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft= DFSISITY_.20 _. GPM 1 Ft' for 1069 FN SPRINKLER Reliable Model G4A ORIFICE_1 /2" K= 5.6 WATER FLOW INFORMATION': sT.;r(c 140 PSI RESIDUAL 20 PSI FLOW - 10900 GPM AT BASE OF ::iSER, SYSTEM REQUIRES: 309.1:=1-_ GPM @ __61.53 PSI ' At time of Design 14'-0 CLC's. 44% AREA REDUCTION TYPICAL FLEXABLE SPRINKLER CONNECTION: FLEXHEAD MOUNTING BRACKET ��iirfi'ttt" i7C1A1J, r5it1�ni4il&1't1 PIPE NIPPLE SPRINKLER BRANCHLINE, FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING lu,c0 3/9' MIK BOLT (2114' EMBED LENGTH) FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE NOTE: NFPA 13 8.6.6.1. The clearance between the deflector and the top of storage shall be 18ir:. (457mm) or greater. SCALE: 1/8" = 1'-0" 1 3 5 7 9 11 r- .i -1.-16.x. HOT TOPIC - TI 1/8" = 1'-0 FIG. 4A PIPE CLAMP FOR SWAY BRACE FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT 919' KWIK BOLT (21/4' EMBED LENGTH) LATERAL BRANCHLINE RESTRAINT To ° NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILT/ Kwik Bolt III Rod Coupling Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Pipe Note on P(en Note on Plan: Hanger Number end' A' Dimension HANGER DETAIL NOT TO SCALE Steel I -Beam or Bet Joist Rounded to Nearestlneh Hanger No. 01S Top Beam C -Clamp 3 ‘,.. , .1„ All Thread Rod Swivel Ring Pipe Model 300 Michigan TorEopp quelBeem C-Ciemp with Lock Nut Note on Plan: Hanger Number and' A' Dimension HANGER DETAIL NOT TO SCALE 0 Q 0 F -- w z 0 U U o.o. d 01 N, 0 0 2 17)U 4— a) E 1 - CONTRACTOR: 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 R5415 27 5.6 Pendent 1,4 Brass 155°F REL G4A CONCEALOR APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT Total = 27 CONT. NO.: KS0337 HANGER SYMBOL BRANCHLINE RESTRAINT DRAWN BY: Chris J. Isaac SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 07/21/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF1360F WESTERN STATES FIRE PROTECTION COMPANY - OFFICES LOCATED ALBUQUERQUE /AUSTIN /DALLAS / DECATUR / DENVER /DULUTH /HOUSTON I KANSAS CITY LAS VEGAS /MINNEAPOLIS I PHOENIX /PORTLAND / RAPID CITY/ ST. PAUL /SALT LAKE CITY / SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Hot Topic 3676 South Center Mall Tukwilla ,WA 98188 HOT TOPIC - TI SHEET FP -1 OF 1 i %SIL?7?°