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Home My WebLink AboutPP - 667 SOUTHCENTER MALL - KAY JEWELERS - PERMITS AND PLANS667 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-255 08-S-196 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Kay Jewelers 667 Southcenter Mall Permit No.: 08-S-196 Date: May 15, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 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. it, Hydraulic, Summary Job Number: KS0387 Report Description: Ordinary Group II JQOr, ._'^ Job Numb r Design Engineer KS0387 Adam Kanter Job Name State Certification/License Number Kay Jewelers WESTESF136QF Address 1 AHJ 667 Southcentner Mall City of Tukwila Address 2 Job Site Southcenter Mall City State Zip Code Drawing Name Tukwila Wa 981:;: FP-1.cad System - I Remote Area(s) Most Demanding Sprinkler Data Occupancy 5.6 K -Factor 20.00 at 12.755 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 950.50ft2 (Actual 950.50ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(oom) 14 100.00ft2 (I Total Hose Streams s \• i„ 0 A 250.00 ( A. chews li C System Flow Demand Total Water Required (Including Hose Allowance) 343.17 593.17 1- ‘,• ,if f 74 V Maximum Pressure Unbalance In Loops 0.000 i .� /`I d' M - 1, Maximum Velocity Above Ground , . ' SS. 23.27 between nodes 117 and 66 %yam Maximum Velocity Under Ground 1.30 between nodes 1 and 375 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2453.88gal 0.75ft3 Supplies Hose Flow Static Residual Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.450 593.17 64.942 74.508 Contractor Contractor Number Contact Name Contact idle KS0387 Adam Kantner Project Manager —, Contractor Name Phone Extension Western States Fire Protection 425.881.0100 Address 1 FAX 7102 180th Ave Ne, Suite A-105 485.736.9032 Address 2 E-mail City State Zip Code Web -Site Redmond WA 98052 (/ ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/08/2008 10:10:38AM Page 1 111 Summery Of Outflowing Devices Device Actual Flow (gpm) Job Number: KS0387 Report Description: Ordinary Group II Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler 109 26.98 20.00 5.6 23.217 4> Sprinkler 101 20.00 20.00 Sprinkler 102 20.02 20.00 5.6 12.755 5.6 12.775 Sprinkler 113 28.66 20.00 5.6 26.188 Sprinkler 108 26.80 20.00 5.6 22.896 Sprinkler 103 20.02 20.00 5.6 12.784 Sprinkler 104 20.05 20.00 Sprinkler 5.6 112 28.43 20.00 5.6 12.813 25.768 Sprinkler 110 27.32 20.00 5.6 23.793 Sprinkler 105 21.64 20.00 5.6 Sprinkler 14.937 106 21.67 20.00 5.6 Sprinkler 14.971 114 28.96 20.00 5.6 26.737 Sprinkler 111 28.40 20.00 5.6 Sprinkler 107 24.25 20.00 5.6 c Most Demanding Sprinkler Data 25.712 18.749 © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/08/2008 10:10:41AM Page 2 _Node Analysis Job Number: KS0387 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 17 14-6 E(2-0) 29.904 16.420 21 14-6 2P0(5-0) 25 14-6 E(2-0) P0(5-0) 33.636 30.143 32 14-6 36 14-6 2P0(5-0) 16.915 40 14-6 P0(5-0) 33.825 47 14-6 P0(5-0) 31.373 51 14-6 2P0(5-0) 19.483 55 ' 14-6 P0(5-0) 35.142 62 14-6 P0(5-0) 2P0(5-0) 34.000 25.195 66 14-6 116 14-6 14-6 2P0(8-0) 2P0(8-0) 45.741 117 45.607 118 14-6 2P0(8-0) 45.586 _ 167 14-2 51.377 320 1-11 57.771 375 5-8 BFP(-4.500) 60.673 384 1-11 P0(37-8%) Spr(-23.217) 57.712 23.217 26.98 109 10-0 101 10-0 pr( -12.755) Spr(-12.775) _ 12.755 12.775 20.00 102 10-0% 20.02 113 10-0 10-0 Spr(-26.188) Spr(-22.896) 26.188 22.896 28.66 108 26.80 103 11-6 Spr(-12.784) 12.784 20.02 104 11-6 Spr(-12.81 12.813 20.05 112 10-0 Spr(25.768) 25.768 28.43 110 10-0 Sp*23.793) 23.793 27.32 105 10-0 Spr(-14.937) 14.937 21.64 106 10-0 Spr(-14.971) 14.971 21.67 114 10-0 Spr(-26.737) Spr(-25.712) 26.737 28.96 111 10-0 _ 25.712 28.40 107 11-6% Spr(-18.749) 18.749 24.25 343.17 1 -4-0 S 64.942 [y©M.E.P.CAD, Inc. •,�� AutoSPRINKO VR5 v5.2.6 05/08/2008 10:10:45AM Page 3 119 Hydraulic Analysis Job Number: KS0387 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Length Summary Length Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Total Route 1 DR 1.049 0=20.00 7.42 C=120 0.130131 32-1 Pf 5.609 101 10-0 q=20.00 K=5.6 12.755 Spr(-12.755) 11-0 Pe -1.944 21 14-6 16.420 3E(2-0), P0(5-0) 43-1 Pv BL 1.610 0=40.02 6.31 C=120 0.058282 8-6 Pf 0.495 21 14-6 16.420 Pe 36 14-6 16.915 8-6 Pv BL 1.610 Q=80.08 12.62 C=120 0.210361 12-2% Pf 2.568 36 14-6 16.915 _ Pe 51 14-6 19.483 12-2% Pv BL 1.610 Q=123.39 19.45 C=120 0.468062 12-2% Pf 5.712 51 14-6 19.483 Pe 66 14-6 25.195 12-2'% Pv BL 1.610 0=147.64 23.27 C=120 0.652301 23-3% Pf 20.412 66 14-6 25.195 8-0 Pe 117 14-6 45.607 P0(8-0) 31-3% Pv CM 4.260 0=233.68 5.26 C=120 0.013347 10-0 Pf 0.133 117 14-6 45.607 Pe 116 14-6 45.741 10-0 Pv CM 4.260 Q=343.17 7.72 C=120 0.027172 184-9% N 5.492 116 14-6 45.741 17-4 Pe 0.145 167 14-2 51.377 2Ee2(5-3), fE(6-9%) 202-1% Pv CM 6.357 0=343.17 3.47 C=120 0.003868 111-5 Pf 1.028 167 14-2 51.377 154-4 Pe 5.307 384 1-11 57.712 3fE(10-0), E(17-7), fT(25-0), 265-9 Pv CV(40-3), GV(3-9%), P0(37-8%) FM 8.329 0=343.17 2.02 C=120 0.001038 24-8% Pf 0.059 384 1-11 57.712 32-0 Pe 0.000 320 1-11 57.771 2fE(16-0) 56-8% Pv MS 10.020 0=343.17 1.40 C=120 0.000422 20-2 Pf 4.537 320 1-11 57.771 67-0 Pe -1.635 375 5-8 60.673 3LtE(16-0), BV(19-0), BFP(-4.500) 87-2 Pv UG 10.400 Q=343.17 1.30 C=140 0.000265 113-1 Pf 0.069 375 _ 5-8 60.673 146-8 Pe 4.200 1 -4-0 64.942 3LtE(25-6), E(35-1), 2EE(17-6%), 259-91/2 Pv S ail Route 2 DR 1.049 Q=20.02 7.43 C=120 0.130317 31-8% Pf 5.565 102 10-0% q=20.02 K=5.6 12.775 Spr(-12.775) 11-0 Pe -1.920 21 14-6 16.420 3E(2-0), P0(5-0) 42-8% Pv Route 3 DR 1.049 0=20.02 7.43 C=120 0.130404 30-7 Pf 5.425 103 11-6 q=20.02 K=5.6 12.784 Spr(-12.784) 11-0 Pe -1.294 36 14-6 16.915 3E(2-0), P0(5-0) 41-7 Pv Route 4 DR 1.049 0=20.05 7.44 C=120 0.130678 30-3 Pf 5.390 104 11-6 q=20.05 K=5.6 12.813 Spr(-12.813) 11-0 Pe -1.288 36 14-6 16.915 3E(2-0), P0(5-0) 41-3 Pv Route 5 DR 1.049 0=21.64 8.03 C=120 0.150595 32-1 Pf 6.491 105 10-0 q=21.64 K=5.6 14.937 Spr(-14.937) 11-0 Pe -1.944 51 14-6 19.483 3E(2-0), P0(5-0) 43-1 Pv Route 6 DR 1.049 0=21.67 8.04 C=120 0.150911 31-9 Pf 6.451 106 10-0 q=21.67 K=5.6 14.971 _ Spr(-14.971) 11-0 Pe -1.938 51 14-6 19.483 3E(2-0), P0(5-0) 42-9 Pv w Route 7 DR 1.049 0=24.25 9.00 C=120 0.185834 30-7 Pf 7.731 107 11-6% q=24.25 K=5.6 18.749 Spr(-18.749) 11-0 Pe -1.285 66 14-6 25.195 3E(2-0), P0(5-0) 41-7 Pv v Route 8 DR 1.049 0=26.80 9.95 C=120 0.223564 30-1 Pf 9.185 108 10-0 q=26.80 K=5.6 22.896 Spr(-22.896) 11-0 Pe -1.938 32 14-6 30.143 3E(2-0), P0(5-0) 41-1 Pv BL 1.610 0=53.78 8.48 C=120 0.100704 12-2% Pf 1.229 32 14-6 30.143 Pe 47 14-6 31.373 12-2% Pv BL 1.610 0=81.09 12.78 C=120 0.215302 12-2% Pf 2.627 47 14-6 31.373 Pe 62 14-6 34.000 12-2% Pv BL 1.610 0=109.49 17.25 C=120 0.375196 23-3% Pf 11.741 62 14-6 34.000 8-0 Pe 116 14-6 45.741 P0(8-0) 31-3'% Pv b(�, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/08/2008 10:10:49AM Page 4 111 Hydraulic Analysis Job Number: KS0387 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 Qi Route 9 DR 1.049 0=26.98 10.02 C=120 0.226464 30-1 Pf 8.625 109 10-0 q=26.98 K=5.6 23.217 Spr(-23.217) 8-0 Pe -1.938 17 14-6 29.904 4E(2-0) 38-1 Pv BL 1.610 Q=26.98 4.25 C=120 0.028115 8-6 Pf 0.239 17 14-6 29.904 Pe 32 14-6 30.143 8-6 Pv ai Route 10 DR 1.049 Q=27.32 10.14 C=120 0.231654 30-1 Pf 9.518 110 10-0 q=27.32 K=5.6 23.793 Spr(-23.793) 11-0 Pe -1.938 47 14-6 31.373 3E(2-0), P0(5-0) 41-1 Pv or Route 11 DR 1.049 Q=28.40 10.54 C=120 0.248885 30-1 Pf 10.226 111 10-0 q=28.40 K=5.6 25.712 Spr(-25.712) 11-0 Pe -1.938 62 14-6 34.000 3E(2-0), P0(5-0) 41-1 Pv v Route 12 DR 1.049 0=28.43 10.55 C=120 0.249384 29-1 Pf 9.995 112 10-0 q=28.43 K=5.6 25.768 Spr(-25.768) 11-0 Pe -1.938 40 14-6 33.825 3E(2-0), P0(5-0) 40-1 Pv BL 1.610 0=57.08 9.00 C=120 0.112451 11-81APf 1.317 40 14-6 33.825 Pe 55 14-6 35.142 11-8% Pv BL 1.610 Q=86.04 13.56 C=120 0.240222 35-6 Pf 10.445 55 14-6 35.142 8-0 Pe 118 14-6 45.586 P0(8-0) 43-6 Pv CM 4.260 Q=86.04 1.94 C=120 0.002102 10-0 Pf 0.021 118 14-6 45.586 Pe 117 14-6 45.607 10-0 Pv Route 13 DR 1.049 0=28.66 10.64 C=120 0.253144 29-1 Pf 9.387 113 10-0 q=28.66 K=5.6 26.188 Spr(-26.188) 8-0 Pe -1.938 25 14-6 33.636 4E(2-0) 37-1 Pv BL 1.610 Q=28.66 4.52 C=120 0.031427 6-0 Pf 0.189 _ _ _ _ _ _ 25 14-6 33.636 Pe 40 14-6 33.825 6-0 Pv Route 14 DR 1.049 Q=28.96 10.75 C=120 0.258050 29-1 Pf 10.343 114 10-0 q=28.96 K=5.6 26.737 Spr(-26.737) 11-0 Pe -1.938 55 14-6 35.142 3E(2-0), P0(5-0) 40-1 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ) Actual Inside Diameter 4.87 = Factor ( Schedule 40 Steel Pipe Inside Diameter ©M.E.P.CAD, Inc. 411AutoSPRINO) VR5 v5.2.6 05/08/2008 10:10:49AM Page 5 Hydraulic Analysis Job Number: KS0387 Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC 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 Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BalV BFP BV C cplg Cr CV DelV DPV E EE Eel Ee2 FDC fE fEE flg FN fT g GloV 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 111h 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 Turn 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 (d,/, ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/08/2008 10:10:49AM Page 6 Hydraulic Graph Job Number: KS0387 Report Description: Ordinary Group II Supply at Node 1 150 135 Static Pressure 140.000 120 105 90 .N a 75 0 to w a 343.17 60 593.17 with hose @ 64.942 streams 45 System demand curve 30 15 10900.00 @ 20.000_ 0 0 a 70111111111111 IIIiii_ 11111 I milli 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 I_ 1 1 1 1 1 1 1)) 1 1 1 ) 71002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.450 @ 593.17 System Demand 343.17 @ 64.942 System Demand (Including Hose Allowance) 593.17 @ 64.942 M.E.P.CAD, Inc. J AutoSPRINK® VR5 v5.2.6 05/08/2008 10:10:59AM Page 7 111 Flow Diagram (Top View) Job Number: KS0387 Report Description: Ordinary Group II M E P . CA D , Inc. AutoSPRINK® VR5 v5.2.6 05/08/2008 10:11:03AM Page 8 ( FIRE ALARM SYSTEM TUKWILA, WASHINGTON r SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UM3E SHEET TITLE FA -01 SYSTEM \FOMATIO\ FA -02 TYPICAL DETAILS - WIRI\G A\D NOU\TI\G FA -03 FRE ALARM SYSTEM FLOOR PLA\ FA -04 SYSTEV CALCULATIONS GE \EAL), RISER, SITE PLA\ 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 INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDIO TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT 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. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 1 4 1 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE WITH RELAY HTRI-R 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 A SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT SMOKE D DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING LJ L C FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. Ec FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -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 Q C FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) 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. Q B AWP FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -S17 -WP SIEMENS MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD E1 MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY __ IN FIELD FA JBOX FIRE ALARM TERMINAL CABINET O JUNCTI❑N BOX ABOVE FINISHED F.B.O. F.B.❑, N/A y,. F.B.O. F.B.O. VERIFY IN FIELD 7 /A Without CorwAnts N/Ai, .. , FLOOR ' 4 _ As Noted In Red F.B.O. FURNISHED BY OTHERS N/A N/A mer e I• e'er N/A I nese •tans have been reviewed b The Tukwila Fire N/A NOT APPLICABLE N/A PrRy7Rtion Bureau for confoprr3a ce with current city N/A sta d rds. Acceptance is su iect to errors and omissions which do not authorize violations of ado ate • U,❑,N, UNLESS OTHERWISE NOTED N/A stars, ras and oralnances. Tj responsibility for the N/A ad y of design rests to }twith the designer. Additions d:Ieti.n or vi '• r t• 1- - : THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVI❑US ADDRESSABLE DEVIC -(+ O DUCT DETECTOR LOCATION END OF LINE DEVICE<3.6K 1/4W) SUPERVISED SWITCH 0 0 GROUND N) L) O HTRI—R STATUS LED N - CO 0 0 0 N.O. COM N.0 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE PREVIOUS ADDRESSABLE DEVICE (BACKGOUND MUSIC SHUTDOWN) TO NEXT ADDRESSABLE DEVICE + NOTE 1: VOLTAGE MAX, - CURRENT MAX. - CONT. RES. MAX, - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING TUBE INLET SAMPLING TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE L} -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O TO NEXT ADDRESSABLE DEVICE f STOP IF LAST DEVICE l(-) FROM XLS CONTROL PANEL OR 1(+) PREVIOUS ADDRESSABLE DEVICE 1( ) END OF LINE DEVICE (3.6K 1/4W) RELAY CONTACTS (4.0A @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 MA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0.02uF 0.O4uF 14 AWG 18 AWG NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE DETECTI❑N. 10 01 TB1 050000 123456 TB2 CP m0iT 6543 01 +- 21 0 SUPERVISED SWITCH GROUND NOTE: m r7 O O HTRI—D OSTATUS LED CO N- 0 NOT USED A 1 END OF LINE DEVICE v T! 3,6K 1/4W) 0 FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC m 0 0 0 U II 0 PAD -3 0 00 O INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 03 EP 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE NAC -4 2 NAC -3 NAC -2 NAC -1 UPERVISED WITCH FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE !. DEVICE LOOP 0 0 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 470 OHMS 1W EOL 0 INPU (+1J1-) TSM -1 C oa o0 1-)o I�z '`f-0000 co N. 1111 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL EARTH GROUND -4-(+)TO NEXT DEVICE OR } >(-) STOP IF LAST DEVICE FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP (VOICE CIRCUIT) ('V' CABLE) SCALE NONE ( STROBE SPEAKER (+)) ( ) ( STROBE STROBE) SPEAKER (+) ( ) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE. ORSTROBE ONLY R O 1;- \/ 4S DEEP BOX w/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE:NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER 11N TEMPERATU E: +32' F (0 C) TO 100' F (338! c) HUMIDITY: 000000-93333337 RELATIVE HUMI ITY, NON -CONDENSING HFP-11 SMOKE DETECTOR > FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE {DATA IN (-) > DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE > (-) DATA OUT > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID ---�. CEILING SPEAKER SUPPORT TT BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTION BOX —\ MOUNTED ON CEILINGI FLEX \ JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT / / A 0 0 I TO NEXT DEVICE / 00 CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE:NONE SUSPENDED ILLUMINATED CEILING DO SOT INSTALL ADDRESSAB_E INIT DEVIC-S UNT PREPROGRAM DEV CES ADDR 1 A-ING ED WI -I- _ss - Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved Be z z cc z V) 00 O` O F- O Z Ln W J F— a LLI (f) O Li r0 r` TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: I z a DESCRIPTION SHOP DRAWINGS DATE CO 0 0) LO 12aa««< z z . 0 co TT v! Ww�o C� J �w� z W zz 2 wcc = IA =Q -, <='S Eo- /CO (0 = SCALE: 1/8"=1' 0 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER:54524 SHEET FA -02 U- EOL -S1 19.88V 0 KAY JEWELERS WESTFIELD SOUTHCENTER MALL SCALE 10=1' FLAG NO ES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE, FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR, SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION SYSTEM. FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL. FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. FIRE ALARM J—BOX (VERIFY EXACT LOCATION C.C.'S FIRE ALARM CONTRACTOR TO TIE—IN ALL DEVICES TO J—BOX FINAL C❑NNECTI❑N TO MALL'S FIRE ALARM SYSTEM BY L.L. APROVED CONTRACTOR DO NOT IRSALL ADDR=SS,4BL= DIN CES U\ IL PREPROGRAMMED W DEV9CES ADDRESS. OTIAT T NG Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS REV. BY: z Q DESCRIPTION SHOP DRAWINGS DATE Co 0 o) C. 0«<aa CO CO 1- CO Q 0) CC 2 W Woo W zz 2 WI W cc_¢ -)< Wu) u- Co Co� Co E - uJ H >11 SCALE: 1/8"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER:54524 ( AE F 03 I DOE RS E P. 1E F31 A G10 Lii C Cr) VI:. RI ZON RELESS ELEC:::( 1‘,.,1 ADE IN WA SH1NGTE,11.4.1 SPENCER GiFTS - • . ..... • ------------------------------------------------------------------- TP , 28.50' Finish Floor Elevciticin T H R E -1 4, 6:3Cisf NORTH - 0 (.3 L.] MALL. OFFICE RE TZ S TR L 11 I\AALL OFFICE D.] --- 4 1) [17 "111-1 I (ii ri-r 1--- ----- „ -------- HI -0:LET ‘.1 A, 13 A ICE: TH E PIC E PEOPLE A F.3 C)1V1 E3 El I KAY JEWELERS ‘\. C) CC NC KAY JEWELERS WESTFIELD SOUTHCENTER MALL Ci)!) cr. o (..f.) C:) h.! uiE IC LU CR A'TEL SYSTEM CALCULATIONS SEA TILE IV! A P.1 N FRE:, TEEl/\'ii S1 --I 0 P PACIFI (2 SU N WE LC) Cl. Lii C-) Ci _J 1 02 1(:)] 101 LC! CI 115 1 545 11 340 tlECTRK:Al. ROOM THE WALKING 1100] he be 11101 C 0 A CHI 11151 1 1 535 SCALE 113214 C 75 C 75 C 30 C 30 15 EOL -S1 BATTERY SIZING CALCULATION KAY JEWELERS KAY JEWELERS FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL PROJECT: WESTFIELD SOUTHCENTER MALL DATE 1.62 610 [ KAY JEWLERS Panel: KAY JEWELERS <<<<< Wire Resistance Date: May 29, 2008 Current Load: Date: May 29, 2008 Standby: Alarm: SPEAKER CIRCUIT Current Load: CIRCUIT: S1 Standby: Alarm: ---- QTY Device Type Alarm Current QTY Device Type Alarm Current Alarm Total Wre Size Wire Length Voltage at EOL Circuit Total 4 70.7V1/8 1.8 0 Device Type 64 Qty Amps Total Amps Total Device Type 0.86 Qty Amps 98 Total Amps Total ( WL * 2 )* (ft) HFP-11 0 ( WL * 2 )* (R/ft) 0.0022 0.0022 0.0023 175 350- Total Device Load, Amps (I) 0.01 Total Device Load, Amps (I) 0.61 0 SET -MC @110CD AD2-P 0 1 0.0635 0.0635 0.064 0.064 (Total Cct Load) Main System Board 0 1 0.03 0 0.03 0.030 0.030 0.02 HTR -R Voltage Drop ( E ) 2 0.009600 0.0096 0.021 0.0035 0.042 _ SET -MC @15CD (E= I R) 2 0 (E= I * R) 0 0.064 0.098 0.196 318 HTRI-D 0.001600 20.38 SET -MC @30CD EOL Voltage ICP -B6 0 SET -HMC @185CD 0.005 0 (20.4 - E) SET -MC @75CD , (20.4 - E) 0 1 Z-MC@-15CD 0.175 0.350 0 0 Z-MC@30CD SET -MC @110CD 0 7.2 0.233 --DEVICES= 4 TOTAL mA= 0 SET-MC-CW@110CD 233 0 _ 19.876254E 610 SET-HMC-C@115CD SET-HMC-C@135CD DEVICES= 5 TOTAL mA= 0.318 0.318 12 265 --_ _ ... 0.0731 Amps 0.106 Amps SET-HMC-C@185CD 1 0.445 0.064 0.064 ZR -MC @15CD Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours _ ZR -MC ea61i- 0.098 HCP 0.0015 Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours 0.03 Amps 0.64 Amps 25% Derating= 2.204 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Alarm Current Load: 0.64 Amps For 5 Minutes= 0.054 Amp -hours Total System Current Load: 2.204 Amp -hours 25% Derating= 0.967 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.967 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: IAN Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL PROJECT: WESTFIELD SOUTHCENTER MALL DATE 1.62 610 [ KAY JEWLERS Panel: KAY JEWELERS <<<<< Wire Resistance Date: May 29, 2008 CURRENT TOTAL= Date: May 29, 2008 CURRENT TOTAL= CIRCUIT: SPEAKER CIRCUIT CIRCUIT: S1 ---- QTY Device Type Alarm Current QTY Device Type Alarm Current Alarm Total Wre Size Wire Length Voltage at EOL Circuit Total 4 70.7V1/8 1.8 0 SET -MC @15CD 64 0 Total Wire Resistance (R)2.92 Total Wire Resistance ( R ) 0.86 2 SET -MC ©30CD 98 196 ( WL * 2 )* (ft) 0 ( WL * 2 )* (R/ft) 0 2 SET -MC @75CD 175 350- Total Device Load, Amps (I) 0.01 Total Device Load, Amps (I) 0.61 0 SET -MC @110CD 233 0 (Total Cct Load) 0 (Total Cct Load) ___ 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E ) 0.02 0 Voltage Drop ( E ) 0.52 0 . SET-HMC-C@177CD 445 0 _ (E= I R) 0 (E= I * R) 0 0 SET -HMC @135CD 318 0 EOL Voltage 20.38 0 EOL Voltage 19.88 0 SET -HMC @185CD 445 0 (20.4 - E) 0 (20.4 - E) 0 1 Z-MC@-15CD 64 64_ 0 0 Z-MC@30CD 98 0 7.2 --DEVICES= 4 TOTAL mA= 0 SET-MC-CW@110CD 233 0 _ 19.876254E 610 DEVICES= 5 TOTAL mA= 610 12 265 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: IAN Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL 2. 7.2 DATE co 0 0, Lo Panel: KAY JEWLERS Wire Resistance 2 <<<<< Date: May 29, 2008 CURRENT TOTAL= CIRCUIT: SPEAKER CIRCUIT ---- QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 4 70.7V1/8 1.8 7.2 Total Wire Resistance (R)2.92 0 0 ( WL * 2 )* (ft) 0 0 0 Total Device Load, Amps (I) 0.01 0 0 _ (Total Cct Load) 0 0 0 _ - _ Voltage Drop ( E ) 0.02 0 0 0 _ (E= I R) 0 0 0 EOL Voltage 20.38 0 0 0 - ---- (20.4 - E) 0 0 0 -- - - - 0 0 0 20379009121 7.2 --DEVICES= 4 TOTAL mA= 7.2 14 565 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: IAN DESCRIPTION SHOP DRAWINGS DATE co 0 0, Lo 2 <<<<< *\ I co .jvccf:F; cc W WO w r9 W (i) 1"•• z 2 Lu cc u) I W i'< < . w 05 co CO I- U. 6ALE: 1 /8" = 1 DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/1 9/08 BACKROUND PLAN PROVIDED BY: RISER DIAGRAM VOLTAGE DROP CALCULATION .10B NUMBER:54524 .} ( SHEET FA -04 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved VICINITY MAP (Suite# 667) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. AH 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 desi ned for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only jn the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE CLG.10'-0" CLG. 10'-9" CLG. 11'-6" CLG. 10'4" CLO. 10'-0" CLO. 10'-9" runcwtLA FIRE DEPARTMENT Please call: 575.4407 and give this job No. Og—S' iq end exact address for shute )own or restoration approval; NOTICE Weld stamps must be irlspe eO bcft re pipe is hung. ro not ;wine pipe prior to hydar-ostaidc test F2oprovaL Ordinary Group il•020gpm/ t2 for 950.50ft2 r- — ---- t' //p terarairradirilr CLG. 11'-6" CLG. 10'-9" CLG. 10'-0" CLG. 10'-9" CLG. 11'-6" Wall CLG. 9'-0" CLG. 12'-0" CLG. 7'-3" 0 Without Comments As Ncted In Red Per The Attached Letter I nese plans have ';ren r' v i:; #ed by The Tukwila wila Firs: Prevention Bureau cc;.17.:1111 ,l:c_ with curre=nt city standards. iki.x;ee.;r,cc to errors and omissions wheal a. .;C,: .:ii :i .a vi,)latioons of adopted stanucras and o7 cc:o •1": _ :_. The r r pc Sibittly for the adequacy ot ' ;;1 fess tetc-Ty wit;i tne designer. Additions, dsietiorie or .eViS;cnS t:: these drawings atter this date NMI; void tni-s.acc prance <nd =rill require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S115- --o8 By: X i 1 KAY JEWELERS Remote Area: Retail # 667 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD 1I MAX COVERAGE per HEAD 130 DENSITY .20 GPM 1 FP Tor 950.50 SPRINKLER Reliable Model G4A FP Ft' ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 343.17 GPM © 60.67 PSI At -t ne-of Design - 1V -6" CLG.=37.75%AREA REDUCTION r1 FIRE SPRINKLER SYSTEM 118"=1'-0" r1ayar-ima3—c -ax -A 1 SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE 0 NO. DESCRIPTION DATE SYM. SIN QTY. R3615 R5415 6 26 K 5.6 5.6 SPRAY Pendent Pendent ORIF. FIN. TEMP. Chrome IA" White 155°F 155°F MFR./MODEL APPROVAL: . Ctty of Tukwila :TYPICAL FLEXABLE SPRINKLER CONNECTION.. FLEXHEAD PIPE NIPPLE SPRINKLER BRANCHLINE • -FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS MOUNTING BRACKET REDUCING FITTING SUSPENDED T BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE F1 FR Semi -Recessed G4A Concealed HYDRAULIC REFERENCE POINT HANGER SYMBOL coNT. NO.: KS0387 DRAWN BY: Adam Kantner BRANCHLINE RESTRAINT SPRK ON JOB: FIG. 4A PIPE CLAMP • FOR SWAY BRACE 31B' MIK BOLT. • (21K' EMBED LENGTH) //////////////11// FIG.909 NO -THREAD SWIVEL • SWAY BRACEATTACW4ENT LATERAL BRANCHLINE RESTRAINT BRACE PIPE I NON -THREADED BRACE PIPE LATERAL BRANCHLIKE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Swivel Ring Note on Plan: Hanger Number and'A Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE ei • w z 0 Adam Kantner 0 0) • rn (T • 0) PAID % ; 2008 ib iia Fire Lakeview Construction CONTRACTOR: Western States Fire Protection Company 7102 180th AVE NE, S I E A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY -OFFICES LOCATED ALBIAUERODE /AUSTIN, DALLAS I DECATUR /DENVER! DULUTH, HOUSTON/KANSAS CITY LAS VEGAS/MIMEAPOLIS /PrK)ENIX/PORTLAND /RAPID CRY/ST. PALE /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Kay Jewelers 667 Southcentner Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF 1- VICINITY MAP (Suite# 667) SCALE: NTS General Notes • 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify theexisting system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE X12 CLG.10'o" CLG. 10'-9" CLG. 11'-6" CLG. 10'-9" CLG.10'-0" CLG. 10'-9" Ordinary Group II.020gpm/ft2 for 950.50ft2 irm- r Aa go ® - tea. . rw. C � Ott • � �.r, i CLG. 11'-6" CLG. 10'-9" CLG. 10'-0" CLG. 10'-9" CLG. 1V-6" 1 t • • /! 3-0Y, FE as / ' % A66 (--'e, A0 A. 3n \ 3-0Y, Ir (C) 1 0 X 0 •111liEv 9 Wall CLG. 9'-0" CLG. 12'-0" CLG. 7'-3" f) 118 0 0 tr� 1 Oko a a C,-Dtl • 12) FIRE SPRINKLER SYSTEM 1/8"=1'-0" /I. • I 7, KAY JEWELERS Remote Area: Retail # 667 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM I F1' for 950.50 SPRINKLER Reliable Model G4A Ft' OItIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 RESIDUAL 20 FLOW 10900 PSI PSI GPM AT BASE OF RISER, SYSTEM REQUIRES: 343.17 GPM © 60.67 PSI • At time of Design 11'-6" CLG =37.75%AREA REDUCTION TYPICAL FLEXABLE SPRINKLER CONNECTION: FLEXHEAD MOUNTING BRACKET PIPE NIPPLE y II SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE /////////////A I FIG. 909 SWIVEL SWAY BRACE FITTING 3/8' 121S BA/ / / (2114' EMBED LENGTH) BRACE PIPE FIG.1000 "FAST CLAMP' SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE FIPE 918' KWIK BOLT (21WIIEMBED LENGTH) //////////////1// FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT citatlj NON -THREADED BRACE PIPE BRACE PIPE LATERAL BRANCHLIKE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III HILTI Kwik Bot II 1 Drilled Anchor / N/� , \'\ / -9 Cut Rod Lgth Rounded to Nearest Inch Rod Coupling Y Pipe Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT R3615 R5415 6 26 5.6 5.6 Pendent Pendent %Z' Chrome White 155°F 155°F F1FR Semi -Recessed G4A Concealed APPROVAL: City of Tukwila CONT. NO.: KS0387 Total = 32 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE 06/19/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN/ DALLAS /DECATUR /DENJERI DULUTH IHOUSTON /KANSAS CITY TAS VEGAS /MIMEAPOLIS, PHOENIX /PORTLAND / RAPID clra ST. PAUL/SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax 425-881-3030 d 9 S /9 c' Kay Jewelers 667 Southcentner Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM I w z 0 Adam Kantner a- v a) 0 Lakeview Construction CONTRACTOR: SIIEET FP -1 OF 1 667 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-255 08-S-196 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Kay Jewelers 667 Southcenter Mall Permit No.: 08-S-196 Date: May 15, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 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. it, Hydraulic, Summary Job Number: KS0387 Report Description: Ordinary Group II JQOr, ._'^ Job Numb r Design Engineer KS0387 Adam Kanter Job Name State Certification/License Number Kay Jewelers WESTESF136QF Address 1 AHJ 667 Southcentner Mall City of Tukwila Address 2 Job Site Southcenter Mall City State Zip Code Drawing Name Tukwila Wa 981:;: FP-1.cad System - I Remote Area(s) Most Demanding Sprinkler Data Occupancy 5.6 K -Factor 20.00 at 12.755 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 950.50ft2 (Actual 950.50ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(oom) 14 100.00ft2 (I Total Hose Streams s \• i„ 0 A 250.00 ( A. chews li C System Flow Demand Total Water Required (Including Hose Allowance) 343.17 593.17 1- ‘,• ,if f 74 V Maximum Pressure Unbalance In Loops 0.000 i .� /`I d' M - 1, Maximum Velocity Above Ground , . ' SS. 23.27 between nodes 117 and 66 %yam Maximum Velocity Under Ground 1.30 between nodes 1 and 375 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2453.88gal 0.75ft3 Supplies Hose Flow Static Residual Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.450 593.17 64.942 74.508 Contractor Contractor Number Contact Name Contact idle KS0387 Adam Kantner Project Manager —, Contractor Name Phone Extension Western States Fire Protection 425.881.0100 Address 1 FAX 7102 180th Ave Ne, Suite A-105 485.736.9032 Address 2 E-mail City State Zip Code Web -Site Redmond WA 98052 (/ ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/08/2008 10:10:38AM Page 1 111 Summery Of Outflowing Devices Device Actual Flow (gpm) Job Number: KS0387 Report Description: Ordinary Group II Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler 109 26.98 20.00 5.6 23.217 4> Sprinkler 101 20.00 20.00 Sprinkler 102 20.02 20.00 5.6 12.755 5.6 12.775 Sprinkler 113 28.66 20.00 5.6 26.188 Sprinkler 108 26.80 20.00 5.6 22.896 Sprinkler 103 20.02 20.00 5.6 12.784 Sprinkler 104 20.05 20.00 Sprinkler 5.6 112 28.43 20.00 5.6 12.813 25.768 Sprinkler 110 27.32 20.00 5.6 23.793 Sprinkler 105 21.64 20.00 5.6 Sprinkler 14.937 106 21.67 20.00 5.6 Sprinkler 14.971 114 28.96 20.00 5.6 26.737 Sprinkler 111 28.40 20.00 5.6 Sprinkler 107 24.25 20.00 5.6 c Most Demanding Sprinkler Data 25.712 18.749 © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/08/2008 10:10:41AM Page 2 _Node Analysis Job Number: KS0387 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 17 14-6 E(2-0) 29.904 16.420 21 14-6 2P0(5-0) 25 14-6 E(2-0) P0(5-0) 33.636 30.143 32 14-6 36 14-6 2P0(5-0) 16.915 40 14-6 P0(5-0) 33.825 47 14-6 P0(5-0) 31.373 51 14-6 2P0(5-0) 19.483 55 ' 14-6 P0(5-0) 35.142 62 14-6 P0(5-0) 2P0(5-0) 34.000 25.195 66 14-6 116 14-6 14-6 2P0(8-0) 2P0(8-0) 45.741 117 45.607 118 14-6 2P0(8-0) 45.586 _ 167 14-2 51.377 320 1-11 57.771 375 5-8 BFP(-4.500) 60.673 384 1-11 P0(37-8%) Spr(-23.217) 57.712 23.217 26.98 109 10-0 101 10-0 pr( -12.755) Spr(-12.775) _ 12.755 12.775 20.00 102 10-0% 20.02 113 10-0 10-0 Spr(-26.188) Spr(-22.896) 26.188 22.896 28.66 108 26.80 103 11-6 Spr(-12.784) 12.784 20.02 104 11-6 Spr(-12.81 12.813 20.05 112 10-0 Spr(25.768) 25.768 28.43 110 10-0 Sp*23.793) 23.793 27.32 105 10-0 Spr(-14.937) 14.937 21.64 106 10-0 Spr(-14.971) 14.971 21.67 114 10-0 Spr(-26.737) Spr(-25.712) 26.737 28.96 111 10-0 _ 25.712 28.40 107 11-6% Spr(-18.749) 18.749 24.25 343.17 1 -4-0 S 64.942 [y©M.E.P.CAD, Inc. •,�� AutoSPRINKO VR5 v5.2.6 05/08/2008 10:10:45AM Page 3 119 Hydraulic Analysis Job Number: KS0387 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Length Summary Length Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Total Route 1 DR 1.049 0=20.00 7.42 C=120 0.130131 32-1 Pf 5.609 101 10-0 q=20.00 K=5.6 12.755 Spr(-12.755) 11-0 Pe -1.944 21 14-6 16.420 3E(2-0), P0(5-0) 43-1 Pv BL 1.610 0=40.02 6.31 C=120 0.058282 8-6 Pf 0.495 21 14-6 16.420 Pe 36 14-6 16.915 8-6 Pv BL 1.610 Q=80.08 12.62 C=120 0.210361 12-2% Pf 2.568 36 14-6 16.915 _ Pe 51 14-6 19.483 12-2% Pv BL 1.610 Q=123.39 19.45 C=120 0.468062 12-2% Pf 5.712 51 14-6 19.483 Pe 66 14-6 25.195 12-2'% Pv BL 1.610 0=147.64 23.27 C=120 0.652301 23-3% Pf 20.412 66 14-6 25.195 8-0 Pe 117 14-6 45.607 P0(8-0) 31-3% Pv CM 4.260 0=233.68 5.26 C=120 0.013347 10-0 Pf 0.133 117 14-6 45.607 Pe 116 14-6 45.741 10-0 Pv CM 4.260 Q=343.17 7.72 C=120 0.027172 184-9% N 5.492 116 14-6 45.741 17-4 Pe 0.145 167 14-2 51.377 2Ee2(5-3), fE(6-9%) 202-1% Pv CM 6.357 0=343.17 3.47 C=120 0.003868 111-5 Pf 1.028 167 14-2 51.377 154-4 Pe 5.307 384 1-11 57.712 3fE(10-0), E(17-7), fT(25-0), 265-9 Pv CV(40-3), GV(3-9%), P0(37-8%) FM 8.329 0=343.17 2.02 C=120 0.001038 24-8% Pf 0.059 384 1-11 57.712 32-0 Pe 0.000 320 1-11 57.771 2fE(16-0) 56-8% Pv MS 10.020 0=343.17 1.40 C=120 0.000422 20-2 Pf 4.537 320 1-11 57.771 67-0 Pe -1.635 375 5-8 60.673 3LtE(16-0), BV(19-0), BFP(-4.500) 87-2 Pv UG 10.400 Q=343.17 1.30 C=140 0.000265 113-1 Pf 0.069 375 _ 5-8 60.673 146-8 Pe 4.200 1 -4-0 64.942 3LtE(25-6), E(35-1), 2EE(17-6%), 259-91/2 Pv S ail Route 2 DR 1.049 Q=20.02 7.43 C=120 0.130317 31-8% Pf 5.565 102 10-0% q=20.02 K=5.6 12.775 Spr(-12.775) 11-0 Pe -1.920 21 14-6 16.420 3E(2-0), P0(5-0) 42-8% Pv Route 3 DR 1.049 0=20.02 7.43 C=120 0.130404 30-7 Pf 5.425 103 11-6 q=20.02 K=5.6 12.784 Spr(-12.784) 11-0 Pe -1.294 36 14-6 16.915 3E(2-0), P0(5-0) 41-7 Pv Route 4 DR 1.049 0=20.05 7.44 C=120 0.130678 30-3 Pf 5.390 104 11-6 q=20.05 K=5.6 12.813 Spr(-12.813) 11-0 Pe -1.288 36 14-6 16.915 3E(2-0), P0(5-0) 41-3 Pv Route 5 DR 1.049 0=21.64 8.03 C=120 0.150595 32-1 Pf 6.491 105 10-0 q=21.64 K=5.6 14.937 Spr(-14.937) 11-0 Pe -1.944 51 14-6 19.483 3E(2-0), P0(5-0) 43-1 Pv Route 6 DR 1.049 0=21.67 8.04 C=120 0.150911 31-9 Pf 6.451 106 10-0 q=21.67 K=5.6 14.971 _ Spr(-14.971) 11-0 Pe -1.938 51 14-6 19.483 3E(2-0), P0(5-0) 42-9 Pv w Route 7 DR 1.049 0=24.25 9.00 C=120 0.185834 30-7 Pf 7.731 107 11-6% q=24.25 K=5.6 18.749 Spr(-18.749) 11-0 Pe -1.285 66 14-6 25.195 3E(2-0), P0(5-0) 41-7 Pv v Route 8 DR 1.049 0=26.80 9.95 C=120 0.223564 30-1 Pf 9.185 108 10-0 q=26.80 K=5.6 22.896 Spr(-22.896) 11-0 Pe -1.938 32 14-6 30.143 3E(2-0), P0(5-0) 41-1 Pv BL 1.610 0=53.78 8.48 C=120 0.100704 12-2% Pf 1.229 32 14-6 30.143 Pe 47 14-6 31.373 12-2% Pv BL 1.610 0=81.09 12.78 C=120 0.215302 12-2% Pf 2.627 47 14-6 31.373 Pe 62 14-6 34.000 12-2% Pv BL 1.610 0=109.49 17.25 C=120 0.375196 23-3% Pf 11.741 62 14-6 34.000 8-0 Pe 116 14-6 45.741 P0(8-0) 31-3'% Pv b(�, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/08/2008 10:10:49AM Page 4 111 Hydraulic Analysis Job Number: KS0387 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 Qi Route 9 DR 1.049 0=26.98 10.02 C=120 0.226464 30-1 Pf 8.625 109 10-0 q=26.98 K=5.6 23.217 Spr(-23.217) 8-0 Pe -1.938 17 14-6 29.904 4E(2-0) 38-1 Pv BL 1.610 Q=26.98 4.25 C=120 0.028115 8-6 Pf 0.239 17 14-6 29.904 Pe 32 14-6 30.143 8-6 Pv ai Route 10 DR 1.049 Q=27.32 10.14 C=120 0.231654 30-1 Pf 9.518 110 10-0 q=27.32 K=5.6 23.793 Spr(-23.793) 11-0 Pe -1.938 47 14-6 31.373 3E(2-0), P0(5-0) 41-1 Pv or Route 11 DR 1.049 Q=28.40 10.54 C=120 0.248885 30-1 Pf 10.226 111 10-0 q=28.40 K=5.6 25.712 Spr(-25.712) 11-0 Pe -1.938 62 14-6 34.000 3E(2-0), P0(5-0) 41-1 Pv v Route 12 DR 1.049 0=28.43 10.55 C=120 0.249384 29-1 Pf 9.995 112 10-0 q=28.43 K=5.6 25.768 Spr(-25.768) 11-0 Pe -1.938 40 14-6 33.825 3E(2-0), P0(5-0) 40-1 Pv BL 1.610 0=57.08 9.00 C=120 0.112451 11-81APf 1.317 40 14-6 33.825 Pe 55 14-6 35.142 11-8% Pv BL 1.610 Q=86.04 13.56 C=120 0.240222 35-6 Pf 10.445 55 14-6 35.142 8-0 Pe 118 14-6 45.586 P0(8-0) 43-6 Pv CM 4.260 Q=86.04 1.94 C=120 0.002102 10-0 Pf 0.021 118 14-6 45.586 Pe 117 14-6 45.607 10-0 Pv Route 13 DR 1.049 0=28.66 10.64 C=120 0.253144 29-1 Pf 9.387 113 10-0 q=28.66 K=5.6 26.188 Spr(-26.188) 8-0 Pe -1.938 25 14-6 33.636 4E(2-0) 37-1 Pv BL 1.610 Q=28.66 4.52 C=120 0.031427 6-0 Pf 0.189 _ _ _ _ _ _ 25 14-6 33.636 Pe 40 14-6 33.825 6-0 Pv Route 14 DR 1.049 Q=28.96 10.75 C=120 0.258050 29-1 Pf 10.343 114 10-0 q=28.96 K=5.6 26.737 Spr(-26.737) 11-0 Pe -1.938 55 14-6 35.142 3E(2-0), P0(5-0) 40-1 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ) Actual Inside Diameter 4.87 = Factor ( Schedule 40 Steel Pipe Inside Diameter ©M.E.P.CAD, Inc. 411AutoSPRINO) VR5 v5.2.6 05/08/2008 10:10:49AM Page 5 Hydraulic Analysis Job Number: KS0387 Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC 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 Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BalV BFP BV C cplg Cr CV DelV DPV E EE Eel Ee2 FDC fE fEE flg FN fT g GloV 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 111h 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 Turn 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 (d,/, ©M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/08/2008 10:10:49AM Page 6 Hydraulic Graph Job Number: KS0387 Report Description: Ordinary Group II Supply at Node 1 150 135 Static Pressure 140.000 120 105 90 .N a 75 0 to w a 343.17 60 593.17 with hose @ 64.942 streams 45 System demand curve 30 15 10900.00 @ 20.000_ 0 0 a 70111111111111 IIIiii_ 11111 I milli 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 I_ 1 1 1 1 1 1 1)) 1 1 1 ) 71002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.450 @ 593.17 System Demand 343.17 @ 64.942 System Demand (Including Hose Allowance) 593.17 @ 64.942 M.E.P.CAD, Inc. J AutoSPRINK® VR5 v5.2.6 05/08/2008 10:10:59AM Page 7 111 Flow Diagram (Top View) Job Number: KS0387 Report Description: Ordinary Group II M E P . CA D , Inc. AutoSPRINK® VR5 v5.2.6 05/08/2008 10:11:03AM Page 8 ( FIRE ALARM SYSTEM TUKWILA, WASHINGTON r SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UM3E SHEET TITLE FA -01 SYSTEM \FOMATIO\ FA -02 TYPICAL DETAILS - WIRI\G A\D NOU\TI\G FA -03 FRE ALARM SYSTEM FLOOR PLA\ FA -04 SYSTEV CALCULATIONS GE \EAL), RISER, SITE PLA\ 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 INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDIO TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT 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. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 1 4 1 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE WITH RELAY HTRI-R 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 A SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT SMOKE D DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING LJ L C FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. Ec FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -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 Q C FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) 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. Q B AWP FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -S17 -WP SIEMENS MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD E1 MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY __ IN FIELD FA JBOX FIRE ALARM TERMINAL CABINET O JUNCTI❑N BOX ABOVE FINISHED F.B.O. F.B.❑, N/A y,. F.B.O. F.B.O. VERIFY IN FIELD 7 /A Without CorwAnts N/Ai, .. , FLOOR ' 4 _ As Noted In Red F.B.O. FURNISHED BY OTHERS N/A N/A mer e I• e'er N/A I nese •tans have been reviewed b The Tukwila Fire N/A NOT APPLICABLE N/A PrRy7Rtion Bureau for confoprr3a ce with current city N/A sta d rds. Acceptance is su iect to errors and omissions which do not authorize violations of ado ate • U,❑,N, UNLESS OTHERWISE NOTED N/A stars, ras and oralnances. Tj responsibility for the N/A ad y of design rests to }twith the designer. Additions d:Ieti.n or vi '• r t• 1- - : THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVI❑US ADDRESSABLE DEVIC -(+ O DUCT DETECTOR LOCATION END OF LINE DEVICE<3.6K 1/4W) SUPERVISED SWITCH 0 0 GROUND N) L) O HTRI—R STATUS LED N - CO 0 0 0 N.O. COM N.0 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE PREVIOUS ADDRESSABLE DEVICE (BACKGOUND MUSIC SHUTDOWN) TO NEXT ADDRESSABLE DEVICE + NOTE 1: VOLTAGE MAX, - CURRENT MAX. - CONT. RES. MAX, - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING TUBE INLET SAMPLING TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE L} -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O TO NEXT ADDRESSABLE DEVICE f STOP IF LAST DEVICE l(-) FROM XLS CONTROL PANEL OR 1(+) PREVIOUS ADDRESSABLE DEVICE 1( ) END OF LINE DEVICE (3.6K 1/4W) RELAY CONTACTS (4.0A @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 MA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0.02uF 0.O4uF 14 AWG 18 AWG NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE DETECTI❑N. 10 01 TB1 050000 123456 TB2 CP m0iT 6543 01 +- 21 0 SUPERVISED SWITCH GROUND NOTE: m r7 O O HTRI—D OSTATUS LED CO N- 0 NOT USED A 1 END OF LINE DEVICE v T! 3,6K 1/4W) 0 FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC m 0 0 0 U II 0 PAD -3 0 00 O INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 03 EP 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE NAC -4 2 NAC -3 NAC -2 NAC -1 UPERVISED WITCH FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE !. DEVICE LOOP 0 0 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 470 OHMS 1W EOL 0 INPU (+1J1-) TSM -1 C oa o0 1-)o I�z '`f-0000 co N. 1111 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL EARTH GROUND -4-(+)TO NEXT DEVICE OR } >(-) STOP IF LAST DEVICE FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP (VOICE CIRCUIT) ('V' CABLE) SCALE NONE ( STROBE SPEAKER (+)) ( ) ( STROBE STROBE) SPEAKER (+) ( ) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE. ORSTROBE ONLY R O 1;- \/ 4S DEEP BOX w/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE:NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER 11N TEMPERATU E: +32' F (0 C) TO 100' F (338! c) HUMIDITY: 000000-93333337 RELATIVE HUMI ITY, NON -CONDENSING HFP-11 SMOKE DETECTOR > FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE {DATA IN (-) > DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE > (-) DATA OUT > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID ---�. CEILING SPEAKER SUPPORT TT BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTION BOX —\ MOUNTED ON CEILINGI FLEX \ JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT / / A 0 0 I TO NEXT DEVICE / 00 CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE:NONE SUSPENDED ILLUMINATED CEILING DO SOT INSTALL ADDRESSAB_E INIT DEVIC-S UNT PREPROGRAM DEV CES ADDR 1 A-ING ED WI -I- _ss - Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved Be z z cc z V) 00 O` O F- O Z Ln W J F— a LLI (f) O Li r0 r` TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: I z a DESCRIPTION SHOP DRAWINGS DATE CO 0 0) LO 12aa««< z z . 0 co TT v! Ww�o C� J �w� z W zz 2 wcc = IA =Q -, <='S Eo- /CO (0 = SCALE: 1/8"=1' 0 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER:54524 SHEET FA -02 U- EOL -S1 19.88V 0 KAY JEWELERS WESTFIELD SOUTHCENTER MALL SCALE 10=1' FLAG NO ES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE, FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR, SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION SYSTEM. FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL. FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. FIRE ALARM J—BOX (VERIFY EXACT LOCATION C.C.'S FIRE ALARM CONTRACTOR TO TIE—IN ALL DEVICES TO J—BOX FINAL C❑NNECTI❑N TO MALL'S FIRE ALARM SYSTEM BY L.L. APROVED CONTRACTOR DO NOT IRSALL ADDR=SS,4BL= DIN CES U\ IL PREPROGRAMMED W DEV9CES ADDRESS. OTIAT T NG Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS REV. BY: z Q DESCRIPTION SHOP DRAWINGS DATE Co 0 o) C. 0«<aa CO CO 1- CO Q 0) CC 2 W Woo W zz 2 WI W cc_¢ -)< Wu) u- Co Co� Co E - uJ H >11 SCALE: 1/8"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 19/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER:54524 ( AE F 03 I DOE RS E P. 1E F31 A G10 Lii C Cr) VI:. RI ZON RELESS ELEC:::( 1‘,.,1 ADE IN WA SH1NGTE,11.4.1 SPENCER GiFTS - • . ..... • ------------------------------------------------------------------- TP , 28.50' Finish Floor Elevciticin T H R E -1 4, 6:3Cisf NORTH - 0 (.3 L.] MALL. OFFICE RE TZ S TR L 11 I\AALL OFFICE D.] --- 4 1) [17 "111-1 I (ii ri-r 1--- ----- „ -------- HI -0:LET ‘.1 A, 13 A ICE: TH E PIC E PEOPLE A F.3 C)1V1 E3 El I KAY JEWELERS ‘\. C) CC NC KAY JEWELERS WESTFIELD SOUTHCENTER MALL Ci)!) cr. o (..f.) C:) h.! uiE IC LU CR A'TEL SYSTEM CALCULATIONS SEA TILE IV! A P.1 N FRE:, TEEl/\'ii S1 --I 0 P PACIFI (2 SU N WE LC) Cl. Lii C-) Ci _J 1 02 1(:)] 101 LC! CI 115 1 545 11 340 tlECTRK:Al. ROOM THE WALKING 1100] he be 11101 C 0 A CHI 11151 1 1 535 SCALE 113214 C 75 C 75 C 30 C 30 15 EOL -S1 BATTERY SIZING CALCULATION KAY JEWELERS KAY JEWELERS FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL PROJECT: WESTFIELD SOUTHCENTER MALL DATE 1.62 610 [ KAY JEWLERS Panel: KAY JEWELERS <<<<< Wire Resistance Date: May 29, 2008 Current Load: Date: May 29, 2008 Standby: Alarm: SPEAKER CIRCUIT Current Load: CIRCUIT: S1 Standby: Alarm: ---- QTY Device Type Alarm Current QTY Device Type Alarm Current Alarm Total Wre Size Wire Length Voltage at EOL Circuit Total 4 70.7V1/8 1.8 0 Device Type 64 Qty Amps Total Amps Total Device Type 0.86 Qty Amps 98 Total Amps Total ( WL * 2 )* (ft) HFP-11 0 ( WL * 2 )* (R/ft) 0.0022 0.0022 0.0023 175 350- Total Device Load, Amps (I) 0.01 Total Device Load, Amps (I) 0.61 0 SET -MC @110CD AD2-P 0 1 0.0635 0.0635 0.064 0.064 (Total Cct Load) Main System Board 0 1 0.03 0 0.03 0.030 0.030 0.02 HTR -R Voltage Drop ( E ) 2 0.009600 0.0096 0.021 0.0035 0.042 _ SET -MC @15CD (E= I R) 2 0 (E= I * R) 0 0.064 0.098 0.196 318 HTRI-D 0.001600 20.38 SET -MC @30CD EOL Voltage ICP -B6 0 SET -HMC @185CD 0.005 0 (20.4 - E) SET -MC @75CD , (20.4 - E) 0 1 Z-MC@-15CD 0.175 0.350 0 0 Z-MC@30CD SET -MC @110CD 0 7.2 0.233 --DEVICES= 4 TOTAL mA= 0 SET-MC-CW@110CD 233 0 _ 19.876254E 610 SET-HMC-C@115CD SET-HMC-C@135CD DEVICES= 5 TOTAL mA= 0.318 0.318 12 265 --_ _ ... 0.0731 Amps 0.106 Amps SET-HMC-C@185CD 1 0.445 0.064 0.064 ZR -MC @15CD Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours _ ZR -MC ea61i- 0.098 HCP 0.0015 Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours 0.03 Amps 0.64 Amps 25% Derating= 2.204 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Alarm Current Load: 0.64 Amps For 5 Minutes= 0.054 Amp -hours Total System Current Load: 2.204 Amp -hours 25% Derating= 0.967 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.967 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: IAN Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL PROJECT: WESTFIELD SOUTHCENTER MALL DATE 1.62 610 [ KAY JEWLERS Panel: KAY JEWELERS <<<<< Wire Resistance Date: May 29, 2008 CURRENT TOTAL= Date: May 29, 2008 CURRENT TOTAL= CIRCUIT: SPEAKER CIRCUIT CIRCUIT: S1 ---- QTY Device Type Alarm Current QTY Device Type Alarm Current Alarm Total Wre Size Wire Length Voltage at EOL Circuit Total 4 70.7V1/8 1.8 0 SET -MC @15CD 64 0 Total Wire Resistance (R)2.92 Total Wire Resistance ( R ) 0.86 2 SET -MC ©30CD 98 196 ( WL * 2 )* (ft) 0 ( WL * 2 )* (R/ft) 0 2 SET -MC @75CD 175 350- Total Device Load, Amps (I) 0.01 Total Device Load, Amps (I) 0.61 0 SET -MC @110CD 233 0 (Total Cct Load) 0 (Total Cct Load) ___ 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E ) 0.02 0 Voltage Drop ( E ) 0.52 0 . SET-HMC-C@177CD 445 0 _ (E= I R) 0 (E= I * R) 0 0 SET -HMC @135CD 318 0 EOL Voltage 20.38 0 EOL Voltage 19.88 0 SET -HMC @185CD 445 0 (20.4 - E) 0 (20.4 - E) 0 1 Z-MC@-15CD 64 64_ 0 0 Z-MC@30CD 98 0 7.2 --DEVICES= 4 TOTAL mA= 0 SET-MC-CW@110CD 233 0 _ 19.876254E 610 DEVICES= 5 TOTAL mA= 610 12 265 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: IAN Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL 2. 7.2 DATE co 0 0, Lo Panel: KAY JEWLERS Wire Resistance 2 <<<<< Date: May 29, 2008 CURRENT TOTAL= CIRCUIT: SPEAKER CIRCUIT ---- QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 4 70.7V1/8 1.8 7.2 Total Wire Resistance (R)2.92 0 0 ( WL * 2 )* (ft) 0 0 0 Total Device Load, Amps (I) 0.01 0 0 _ (Total Cct Load) 0 0 0 _ - _ Voltage Drop ( E ) 0.02 0 0 0 _ (E= I R) 0 0 0 EOL Voltage 20.38 0 0 0 - ---- (20.4 - E) 0 0 0 -- - - - 0 0 0 20379009121 7.2 --DEVICES= 4 TOTAL mA= 7.2 14 565 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: IAN DESCRIPTION SHOP DRAWINGS DATE co 0 0, Lo 2 <<<<< *\ I co .jvccf:F; cc W WO w r9 W (i) 1"•• z 2 Lu cc u) I W i'< < . w 05 co CO I- U. 6ALE: 1 /8" = 1 DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/1 9/08 BACKROUND PLAN PROVIDED BY: RISER DIAGRAM VOLTAGE DROP CALCULATION .10B NUMBER:54524 .} ( SHEET FA -04 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved VICINITY MAP (Suite# 667) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. AH 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 desi ned for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only jn the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE CLG.10'-0" CLG. 10'-9" CLG. 11'-6" CLG. 10'4" CLO. 10'-0" CLO. 10'-9" runcwtLA FIRE DEPARTMENT Please call: 575.4407 and give this job No. Og—S' iq end exact address for shute )own or restoration approval; NOTICE Weld stamps must be irlspe eO bcft re pipe is hung. ro not ;wine pipe prior to hydar-ostaidc test F2oprovaL Ordinary Group il•020gpm/ t2 for 950.50ft2 r- — ---- t' //p terarairradirilr CLG. 11'-6" CLG. 10'-9" CLG. 10'-0" CLG. 10'-9" CLG. 11'-6" Wall CLG. 9'-0" CLG. 12'-0" CLG. 7'-3" 0 Without Comments As Ncted In Red Per The Attached Letter I nese plans have ';ren r' v i:; #ed by The Tukwila wila Firs: Prevention Bureau cc;.17.:1111 ,l:c_ with curre=nt city standards. iki.x;ee.;r,cc to errors and omissions wheal a. .;C,: .:ii :i .a vi,)latioons of adopted stanucras and o7 cc:o •1": _ :_. The r r pc Sibittly for the adequacy ot ' ;;1 fess tetc-Ty wit;i tne designer. Additions, dsietiorie or .eViS;cnS t:: these drawings atter this date NMI; void tni-s.acc prance <nd =rill require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S115- --o8 By: X i 1 KAY JEWELERS Remote Area: Retail # 667 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD 1I MAX COVERAGE per HEAD 130 DENSITY .20 GPM 1 FP Tor 950.50 SPRINKLER Reliable Model G4A FP Ft' ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 343.17 GPM © 60.67 PSI At -t ne-of Design - 1V -6" CLG.=37.75%AREA REDUCTION r1 FIRE SPRINKLER SYSTEM 118"=1'-0" r1ayar-ima3—c -ax -A 1 SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE 0 NO. DESCRIPTION DATE SYM. SIN QTY. R3615 R5415 6 26 K 5.6 5.6 SPRAY Pendent Pendent ORIF. FIN. TEMP. Chrome IA" White 155°F 155°F MFR./MODEL APPROVAL: . Ctty of Tukwila :TYPICAL FLEXABLE SPRINKLER CONNECTION.. FLEXHEAD PIPE NIPPLE SPRINKLER BRANCHLINE • -FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS MOUNTING BRACKET REDUCING FITTING SUSPENDED T BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE F1 FR Semi -Recessed G4A Concealed HYDRAULIC REFERENCE POINT HANGER SYMBOL coNT. NO.: KS0387 DRAWN BY: Adam Kantner BRANCHLINE RESTRAINT SPRK ON JOB: FIG. 4A PIPE CLAMP • FOR SWAY BRACE 31B' MIK BOLT. • (21K' EMBED LENGTH) //////////////11// FIG.909 NO -THREAD SWIVEL • SWAY BRACEATTACW4ENT LATERAL BRANCHLINE RESTRAINT BRACE PIPE I NON -THREADED BRACE PIPE LATERAL BRANCHLIKE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Swivel Ring Note on Plan: Hanger Number and'A Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE ei • w z 0 Adam Kantner 0 0) • rn (T • 0) PAID % ; 2008 ib iia Fire Lakeview Construction CONTRACTOR: Western States Fire Protection Company 7102 180th AVE NE, S I E A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY -OFFICES LOCATED ALBIAUERODE /AUSTIN, DALLAS I DECATUR /DENVER! DULUTH, HOUSTON/KANSAS CITY LAS VEGAS/MIMEAPOLIS /PrK)ENIX/PORTLAND /RAPID CRY/ST. PALE /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Kay Jewelers 667 Southcentner Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF 1- VICINITY MAP (Suite# 667) SCALE: NTS General Notes • 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify theexisting system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE X12 CLG.10'o" CLG. 10'-9" CLG. 11'-6" CLG. 10'-9" CLG.10'-0" CLG. 10'-9" Ordinary Group II.020gpm/ft2 for 950.50ft2 irm- r Aa go ® - tea. . rw. C � Ott • � �.r, i CLG. 11'-6" CLG. 10'-9" CLG. 10'-0" CLG. 10'-9" CLG. 1V-6" 1 t • • /! 3-0Y, FE as / ' % A66 (--'e, A0 A. 3n \ 3-0Y, Ir (C) 1 0 X 0 •111liEv 9 Wall CLG. 9'-0" CLG. 12'-0" CLG. 7'-3" f) 118 0 0 tr� 1 Oko a a C,-Dtl • 12) FIRE SPRINKLER SYSTEM 1/8"=1'-0" /I. • I 7, KAY JEWELERS Remote Area: Retail # 667 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM I F1' for 950.50 SPRINKLER Reliable Model G4A Ft' OItIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 RESIDUAL 20 FLOW 10900 PSI PSI GPM AT BASE OF RISER, SYSTEM REQUIRES: 343.17 GPM © 60.67 PSI • At time of Design 11'-6" CLG =37.75%AREA REDUCTION TYPICAL FLEXABLE SPRINKLER CONNECTION: FLEXHEAD MOUNTING BRACKET PIPE NIPPLE y II SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE /////////////A I FIG. 909 SWIVEL SWAY BRACE FITTING 3/8' 121S BA/ / / (2114' EMBED LENGTH) BRACE PIPE FIG.1000 "FAST CLAMP' SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE FIPE 918' KWIK BOLT (21WIIEMBED LENGTH) //////////////1// FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT citatlj NON -THREADED BRACE PIPE BRACE PIPE LATERAL BRANCHLIKE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III HILTI Kwik Bot II 1 Drilled Anchor / N/� , \'\ / -9 Cut Rod Lgth Rounded to Nearest Inch Rod Coupling Y Pipe Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT R3615 R5415 6 26 5.6 5.6 Pendent Pendent %Z' Chrome White 155°F 155°F F1FR Semi -Recessed G4A Concealed APPROVAL: City of Tukwila CONT. NO.: KS0387 Total = 32 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE 06/19/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN/ DALLAS /DECATUR /DENJERI DULUTH IHOUSTON /KANSAS CITY TAS VEGAS /MIMEAPOLIS, PHOENIX /PORTLAND / RAPID clra ST. PAUL/SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax 425-881-3030 d 9 S /9 c' Kay Jewelers 667 Southcentner Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM I w z 0 Adam Kantner a- v a) 0 Lakeview Construction CONTRACTOR: SIIEET FP -1 OF 1