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PP - 2467 SOUTHCENTER MALL - JUST SPORTS - PERMITS AND PLANS
2467 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-243 08-S-115 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Just Sports 2467 Southcenter Mall Permit No.: 08-S-115 Date: April 9, 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 20' 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. • 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. All references are NFPA 13, 2007 Edition. Hydraulic Summary 1 Job Number: KS0317 Report Description: Ordinary Group II Job Job Number KS0317 Job Name JUST SPORTS Address 1 2467 Southcenter Mall Address 2 City State Zip Code Tukwila WA 98188 Design Engineer Martin Sokulski State Certification/License Number WESTESF136QF AHJ City of Tukwila Job Site Expansion Drawing Name 2NDZone T6.cad System Remote Area(s) Moat Demanding Sprinkler Data 5.6 K -Factor 26.00 at 21.556 Hose Allowance At Source 250.00 Additional Hose Supplies Node Flow(apm) OccnPancY Ordinary Group II Density Area of Application 0.200gpm/ft2 1500.00ft2 (Actual 1064.39ft2) Number Of Sprinklers Calculated Coverage Per Sprinkler 11 130.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adtacent To Most Rewrote Area Left: 102.020 Right: 102.020 Total Hose Streams 250.00 System Flow Demand Total Water Required (Includag Hose Allowance) 309.15 559.15 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Grouts 25.79 between nodes 148 and 55 Maximum Velocity Under Ground 1.17 between nodes 1 and 347 Volume capaaty of Wet Pipes Volume capacity of Dry Pipes 3133.01 gal 6.30ga1 .0 �..� .• c. B r/ 3 !� .' f‘Wil Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.507 559.15 102.020 37.487 Contractor Contractor Number KS0317 Contractor Name Western States Fire Protection Address 1 7102 180th Ave NE Suite A105 Address 2 Coy State Zs) Code Redmond WA 98052 Contact Name Contact Tale Martin Sokulski Project Manager Plane Extensan 425.881.0100 FAX 425.881.3030 E-mail martin.sokulski@wsfp.us. Web -Site [M, ©M.E.P.CAD, Inc. ?i AutoSPRINK®VR5 v5.1.32 04/04/2008 2:23:42PM Page 2 AliI K Hydraulic Overview Job Number: KS0317 Report Description: Ordinary Group II Job Job Number Design Engineer KS0317 Martin Sokulski Job Name Phone FAX JUST SPORTS 425.881.0100 425.881.3030 Address 1 State Cemfication0.icense Number 2467 Southcenter Mall WESTESF136QF Address 2 AHJ City of Tukwila Cay State Lp Code Job Site Tukwila WA 98188 Expansion System Densay Area of Application 0.200gpm/ft2 1500.00ft2 (Actual 1064.39ft2) Most Demanding Spnnkler Data Hose Streams 5.6 K -Factor 26.00 at 21.556 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 130.00ft2 11 System Pressure Demand System Flow Demand 102.020 309.15 Total Demand Pressure Result 559.15 @ 102.020 +37.487 (26.9%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(apm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 10900.00 250.00 140.000 20.000 2NDZone T6.cad Supply at Node 1 (10900.00, 250.00, 140.000, 20.000) 150 Static 1 Pressure 1 140.000 135 120 ' e 105 -.59.15 409.15 with @ hose 102.020 streams N 90 Cl e 75 1n w IN o 60 System demand curve I 45 30 10900.00 @ 20.0004 15 11111111111111111111 111111111 111111111 111111111 111111111 111111111 1I 1111111 19200330 0 5500 6600 7700 8800 9900 11000 Water flow, gpm (M ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/04/2008 2:23:41 PM Page 1 Hydraulic Analysis 1 Job Number: KS0317 Report Description: Ordinary Group 11 Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length �.. Route 1 DR 1.0490 0=26.00 9.65 C=120 0.211435 35'-3'/. Pf 8.301 101 10'-0% q=26.00 K=5.6 21.556 Spr(-21.556) 4'-0 Pe -2.596 20 16'-0 27.262 2E(2'-0) 39'-3'/. Pv BL 1.6100 Q=26.00 4.10 C=120 0.026249 2'-11'/+ Pf 0.077 20 16'-0 27.262 Pe 21 16'-0 27.339 2'-11'/. Pv BL 1.6100 Q=52.27 8.24 C=120 0.095548 5'-11 Pf 0.566 21 16'-0 27.339 Pe 29 16-0 27.905 5'-11 Pv BL 1.6100 Q=78.40 12.36 C=120 0.202258 8'-8 Pf 1.753 29 16'-0 27.905 Pe 38 16-0 29.658 8'-8 Pv BL 1.6100 0=105.33 16.60 C=120 0.349252 8'-8 Pf 3.027 38 16'-0 29.658 Pe 54 16'-0 32.685 8'-8 Pv BL 1.6100 0=133.59 21.05 C=120 0.542112 8'-0 Pf 4.337 54 16-0 32.685 Pe 55 16'-0 37.022 8'-0 Pv BL 1.6100 Q=163.65 25.79 C=120 0.789166 39'-10'% Pf 40.934 55 16'-0 37.022 12'-0 Pe -0.000 148 16'-0 77.956 2LtE(2'-0), PO(8'-0) 51'-10% Pv CM 4.2600 0=309.15 6.96 C=120 0.022400 16-6% Pf 0.960 148 16-0 77.956 26-4 Pe -0.000 150 16'-0 78.917 PO(26'-4) 42'-10% Pv CM 6.3570 Q=309.15 3.13 C=120 0.003189 133'-9% Pf 1.040 150 16'-0 78.917 192'-3% Pe 13.909 255 -16-1 93.866 10fE(12'-7), BV(12'-7), fE(10'-0), 326-1'h Pv CV(40'-2%), GV(3'-9%) BL 8.3290 0=309.15 1.82 C=120 0.000855 13'-4 Pf 0.504 255 -16-1 93.866 PO(43.-1) 576'-1% Pe -0.000 305 -16-1 94.370 12P0(43'-1), fE(16-0) 589'-5%: Pv MS 10.0200 0=309.15 1.26 C=120 0.000348 20'-2 Pf 5.030 305 -16-1 94.370 67'-0 Pe -1.635 347 -12'-3% 97.766 3LtE(16'-0), BV(19'-0), BFP(-5.000) 87'-2 Pv UG 10.4000 0=309.15 1.17 C=140 0.000218 112'-10% Pf 0.055 347 -12'-3% 97.766 137'-1'h Pe 4.200 1 -22'-0 102.020 4LtE(25'-6), 2EE(17'-6'/:), S 250'-0 Pv w Route 2 DR 1.0490 0=26.13 9.70 C=120 0.213366 23'-9 Pf 6.989 102 14'-O% q=26.13 K=5.6 21.769 Spr(-21.769) 9'-0 Pe -0.852 29 16'-0 27.905 2E(2'-0), PO(5'-0) 32'-9 Pv .� Route 3 DR 1.0490 0=26.27 9.75 C=120 0.215559 27'-9 Pf 7.920 103 10'-0'h q=26.27 K=5.6 22.011 Spr(-22.011) 9'-0 Pe -2.592 21 16'-0 27.339 2E(2'-0), PO(5'-0) 36'-9 Pv Q. Route 4 DR 1.0490 0=26.93 10.00 C=120 0.225637 23'-9 Pf 7.391 104 14'-0'/. q=26.93 K=5.6 23.126 Spr(-23.126) 9'-0 Pe -0.858 38 16'-0 29.658 2E(2'-0), PO(5'-0) 32'-9 Pv 4.. Route 5 DR 1.0490 0=28.23 10.48 C=120 0.246128 23'-9 Pf 8.063 105 14'-0'/ q=28.23 K=5.6 25.404 Spr(-25.404) 9'-0 Pe -0.852 34 16'-0 32.614 2E(2'-0), PO(5'-0) 32'-9 Pv BL 1.6100 0=56.90 8.97 C=120 0.111794 6-8 Pf 0.745 34 16-0 32.614 Pe 40 16-0 33.360 6-8 Pv BL 1.6100 0=85.45 13.47 C=120 0.237166 7'-8 Pf 1.818 40 16-0 33.360 Pe 43 16-0 35.178 7'-8 Pv BL 1.6100 0=114.75 18.08 C=120 0.409241 8'-8 Pf 3.547 43 16-0 35.178 Pe 50 16-0 38.725 6-8 Pv BL 1.6100 0=145.50 22.93 C=120 0.634880 49'-7Yz Pf 39.119 50 16-0 38.725 12'-0 Pe 168 16-0 77.844 2LtE(2'-0), PO(8'-0) 61'-7% Pv CM 4.2600 0=145.50 3.28 C=120 0.005555 20'-3% Pf 0.113 168 16-0 77.844 Pe 148 16-0 77.956 20'-3%. Pv .7. Route 6 DR 1.0490 0=28.26 10.49 C=120 0.246662 23'-9 Pf 8.079 106 14'-01h q=28.26 K=5.6 25.464 Spr(-25.464) 9'-0 Pe -0.858 54 16-0 32.685 2E(2'-0), PO(5'-0) 32'-9 Pv (M ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/04/2008 2:23:44PM age • hydraulic Analysis Job Number: KS0317 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Downstream Elevation Discharge K -Factor Pt Upstream Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length .-• Route 7 DR 1.0490 Q=28.54 10.60 C=120 107 14'-0% q=28.54 K=5.6 25.980 40 16-0 33.360 0.251288 Spr(-25.980) 2E(2'-0), PO(5'-0) 23'-9 Pf 9'-0 Pe 32'-9 Pv 8.232 -0.852 t. Route 8 DR 1.0490 Q=28.68 10.65 C=120 108 V-11% q=28.68 K=5.6 26.226 27 16-0 32.513 0.253482 Spr(-26.226) E(2'-0), PO(5'-0) 28'-2 Pf 7'-0 Pe 35'-2 Pv 8.911 -2.624 BL 1.6100 Q=28.68 4.52 C=120 27 16'-0 32.513 34 16'-0 32.614 0.031469 3'-21..4 Pf Pe 3'-2Y: Pv 0.101 c+ Route 9 DR 1.0490 Q=29.31 10.88 C=120 109 14'-01A q=29.31 K=5.6 27.387 43 16-0 35.178 0.263849 Spr(-27.387) 2E(2'-0), PO(5'-0) 23'-9 Pf 9'-0 Pe 32'-9 Pv 8.643 -0.852 a Route 10 DR 1.0490 Q=30.06 11.16 C=120 110 14'-0% q=30.06 K=5.6 28.820 55 16'-0 37.022 0.276595 Spr(-28.820) 2E(2'-0), PO(5'-0) 23'-9 Pf 9'-0 Pe 32'-9 Pv 9.060 -0.858 - Route 11 DR 1.0490 Q=30.74 11.41 C=120 111 14'-0Y, q=30.74 K=5.6 30.139 50 16-0 38.725 0.288284 Spr(-30.139) 2E(2'-0), PO(5'-0) 23'-9 Pf 9'-0 Pe 32'-9 Pv 9.443 -0.858 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier 130 1.16 140 1.33 150 1.51 / Actual Inside Diameter 1°'87 = Factor Value Of C 100 Multiplying Factor 0.713 Schedule 40 Steel Pipe Inside Diameter J (M © M.E.P.CAD, Inc. ;)t AutoSPRINK® VR5 v5.1.32 :'L3: (ig Hydraulic Analysis 1 Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: KS0317 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 Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG 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 Ba1V BFP BV C cplg Cr CV De1V DPV E EE Eel Ee2 FDC fE fEE flg FN fT 9 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 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap h(y ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/04/2008 2:23:44PM Page 6 Cr)=SI Node Analysis Job Number: KS0317 Report Description: Ordinary Group 11 Node Etevation(Foot) Fittings Pressure(psi) Discharge(gpm) 27 16-0 PO(5-0) 32.513 20 16-0 E(2'-0) 27.262 21 16-0 PO(5'-0) 27.339 34 16-0 PO(5'-0) 32.614 29 16-0 PO(5'-0) 27.905 40 16'-0 PO(5'-0) 33.360 43 16'-0 PO(5'-0) 35.178 38 16-0 PO(5'-0) 29.658 50 16-0 PO(5'-0) 38.725 54 16-0 PO(5'-0) 32.685 55 16'-0 PO(5'-0) 37.022 168 16-0 2P0(8'-0) 77.844 148 16-0 PO(8'-0) 77.956 150 16-0 2P0(26-4) 78.917 255 -16-1 2P0(43'-1) 93.866 305 -16-1 94.370 347 -12'-3% BFP(-5.000) 97.766 108 9'-11% Spr(-26.226) 26.226 101 10'-0Y4 Spr(-21.556) 21.556 103 10'-014 Spr(-22.011) 22.011 105 14'-0Y2 Spr(-25.404) 25.404 102 14'-0Y2 Spr(-21.769) 21.769 107 14'-0Y2 Spr(-25.980) 25.980 109 14'-0Y: Spr(-27.387) 27.387 104 14'-0%4 Spr(-23.126) 23.126 111 14'-0Y4 Spr(-30.139) 30.139 106 14'-01h Spr(-25.464) 25.464 110 14'-0%4 Spr(-28.820) 28.820 1 -22'-0 S 102.020 28.68 26.00 26.27 28.23 26.13 28.54 29.31 26.93 30.74 28.26 30.06 309.15 (J ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/07/2008 9:39:54AM Page 1 Hydraulic Graph Job Number: KS0317 Report Description: Ordinary Group II (M, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/07/2008 9:39:55AM Page 2 Supply at Node 1 150 :Static Pressure 140.000 135 120 105 -309.15 559.15 with hose @ 102.020 streams 90 .y - 0. _ ai- 75 - N - tn - N _ a - 60 ]System demand curve 45 30 -► 10900.00 @ 20.000_ 15 1111/1111 1 111 1 1 1 1 1 1 1 1 11 I 1 1 1 1 1 1 1 1) 1 1 1 1 1 1 1 1 1 1 1 1 111111111 111111111 0-1111111111111111111111 81002 3300 4400 5500 6600 7700 Water flow, gpm 8800 9900 11000 Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.507 @ 559.15 System Demand 309.15 @ 102.020 System Demand (Including Hose Allowance) 559.15 @ 102.020 . (M, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/07/2008 9:39:55AM Page 2 FILE COPY r , .1;1 • ),C;1 FIE TUKWIL SHINGTON ' 1 • il ;I ' .• •, SHEET INDEX NERAL NOTES SYMBOLS LEGEND EET \UIV3E H LET TITLE PA -Q1 TEM I\FO v• AT I 0 \ FA- CY AL 11 DETAILS - WRI \ G A\3 MOU\TI\G -03 ALA V SYSTEM FLOO. LA -- 04 TEM CALCULATIONS (GE\ EAL), SITEHPLA\ pta - - , L Vt/Ithout CornrnerIts , As Noted In Red , 1 Per The Attrichea Letter • !• P•• Hi e. • Inese Oa. ns havt! L:. -,••:,.:-,:h r,-,..,•,,i;::,,,..e,4 by The Tv l --t4 Ila Fire ,.. PrevertV)- S,, ---•,---I• • '`,-• ' --( .' , , , ':>, .,--'"-, c,.r.r,', city ,,•,,, , stancirel_ .•.--.::.: • . :, - -. ,_ ,•-•_ ;>,- : 1.:".'.; tr. ,;.. );!;(1-,; Cli;'):.t• ! omiss?orit; ,,,,T,»::,:„7:: ,-• ,,, .,:j),.;:-:;•:-;/..., V.i ....;:.I.C;(: rls c..:f idcpted stais Lii-tri :.....: ---:.: - . -.--f,. , ;:•:-. f.,:,byl pr the adeque*..:y 'Jr .....i.;;;:..•-,); , ,:'..- ';.,:- 1') '....;',' ;;.:',.1 , ty,t) Additipri5,c•,,-.;:-,-,;.:,..,):-.„..y ;,,y ,:;...;•-, r:)..) t17, clra)(';, ; ,;)s atter this d4 ,-.4.,,, vol•-:1;-),,,,:.;_accy.,.;1.6.-1:::€;:;,. -pd will rea, ,Ia a resubrnittal of ce.,,):...ed;:lci.::).vtr,gs• f;.1.1r:1:iut;cluPr rapproval. - r. .4 • i . • 11 ;: Final aecepta.n:.-;e is subjer,:t ...0 fic{10;teSt Elild In ectiOn bY The Tukwila Fire Prevention Buri ' Date: --c) By: I UKWILA FIRE DEPARTMENti.: . , Pease call: 575-4407 and give this job ',.!•' • and exact address for shut. 'I! dawn or restoration approvai;„. 1 NOTICE A completed, signed, Tukwiia Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. WIRE DESIGNATION SCHEDULE •j'. WIRE SCHEDULE AND CONDUIT FILL CHART ... • Ii' WIRE DESIGNATION • • ., SYMBOL DESCRIPTION • . . .. . k:. NUMBER OF CONDUCTORS SIZE TYPE ' : ; COLOR :CODE' :. ' D DA. : H DDJ P DEICE S ST 2S STRbBE A AN .: . V SP ' 2V SP' • I REMOTE . X LD'1 UD UN UI UN' M DO '. B BE •i) LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) HOLDER POWER - 24VDC TWO D #14 FPL/FPLR RED (JACKET) POWER - 24VDC ' TWO • - #16 FPL/FPLR RED (JACKET) 13BE CIRCUIT - FEED TWISTED PAIR Wi SHIELD #12 FPL/FPLR. RED (JACKET) CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) "NCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) KER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) rER CIRCUIT - RETURN •• TWISTED PAIR #14 FPL/FPLR RED (JACKET): INDICATION LIGHT • TWO #18 FPL/FPLR RED (JACKET) LEVEL AUDIO TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) RGROUND DATA TWISTED PAIR RATED #18 FPL/PPLR RED (JACKET) I ,ERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) .. HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) •: . CONDUIT FILL CHART . 0 e- , N. .f; 1.; . • .'. OF CONDUCTORS VOLTS ; WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN . .244 0.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.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 .1 FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. • . SHIELDED WIRE TO BE GRO • NDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TARE AND TAPED AT END FOR SIEMENS SYSTEM:. DO NOT INSTALL ADDRESBLE.,..INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. NUMBERS ADJACENT TO DEY.ICE SY. DEVICE 01-1-02 WOULD BEftT,HE. 2. DETECTOR AND AUDIBLE CI 'CUIT p 3. AUDIBLE/VISUAL CIRCUIT WIING IS BRANCHING IS PERMISSIK, 4. INSTALLATION SHALL BE INJSTRICT ELECTRIC CODE, NFPA 72, L4CAL: • 5. INSTALLATION MATERIALS (I E.. CON STANDARD BOXES, FIBER OMCS 0 ARE NOT SUPPLIED BY SIEMENS CE 6. DETECTORS SHALL NOT BE POUNT. AIR STREAM OF AIR SUPPLMOUTLE BOL DENOTE DEVICE CIRCUIT/ADDRESS GOND DEVICE ON ADDRESSABLE LOOP 1. LARITY SHALL BE OBSERVED. .SUPERVISED. NO PARALLEL ONFORMANCE WITH THE NATIONAL ODE(S), AND/OR AUTHORITY HAVING JURISDICTION.H ; ,• : .UIT, WIRE, FITTINGS, HANGERS, BLE, FITTINGS, AND ASSOCIATED EQUIPMENT)! BERUS DIVISION. ID IN DIRECT S. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLA „WITH ESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOICODE •:CONDUCTORS SHALL BE PERMANENTLY, ;- AND UNIQUELY MARKED FONFUTUE IDENTIFICATION. 8. INSTALLING CONTRACTOR SCALL RIETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" !P:URP0q=:-. 9. FOR ADDITIONAL INSTALLARPN INSTUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSIRUCTIONS. 11H1 10. THE 120vac POWER ELECTROL Walk SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725,l'AND 760 OF NFPA 70, N.E.C. AND NFPA 72, : SPECIFICALLY SECTION 1-5:Z5.2:;,!IIN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120voc POWER SMALL N T BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FII ALAR TECHNICIAN. 0BE:I DROP 11. ALL HORN/STROBE AND OF 80" A.F.F. OR 6" BELO VICES SHALL BE MOUNTED AT A HEIGHT ED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIO SH BE MOUNTED AT 48" A.U. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND IRCUIT WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE --'FROM DEDICATEDCIRCUITS FROM THE EMERGENCY -• GENERATOR. • • 15. PER NFPA 72 SECTION 5-31;6.1.3 •DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN4UP OF,I,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 CONTIN0us4ROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE T: i.,.DENE WITHOUT SPLICING IN PULL: BOXES OR OTHER BACK BOXES OF DI' FERE CIRCUITS. . • -!•. 17. ALL IWIRING SHALL BE MET ,ED, AND FREE OF SHORTS BETWEEN FINAL EQUIPMENT TRIM. RIFIED TO BE CONTINUOUS, FREE OF GROUND ONDUCTORS AND OTHER CIRCUITS PRIOR TO 20. DETECTORS MUST BE RATED:i:FORHTEMPERATURE IN THE ENVIRONMENT IN WHICH 21. ALL WIRING BETWEEN FLOOIS SHALL BE LOCATED IN CONDUIT: 18. ALL CABLES SHALL BE MARKED INDICATED ON FIRE ALARM !RISER WITH A • 19. THE ELECTRICAL, CONTRACTOR. SHALL CLEAN ALL DIRT AND: DEBRIS FROM THE OUTSIDE AND INSIDE OF TF;E: FIRFALARvl BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. PERMANENT LABEL AT ALLA:DEVI IS, JUNCTION BOXES AND-FACP. •IT IS LOCATED. -!it! • It. '1,,,,,!:'-', • :-II 41 ' 1 !i ., 1 22. NFPA 72 2007 6.4.2.2.2 AWSTYLIEtS OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.ol,JMEijALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THEIQUTG011\G AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TOE COtt'SJROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELYTHE UTGO4G AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN THE SAME CABLE ASSEMBLY (I.E., . a 23. MULTI -CONDUCTOR CABLE),iNCLOSURE, OR RACEWAy. ilhH -,.4•II ,Ii,; , NFPA 72 2007 A.6.4.2.2.2 -110;6‘ GO4 OF 6.4.2.2.2 IS TO PROVIDE • ADEQUATE SEPARATION BETVEEN.'ITHE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUICO, TO! HELP ENSURE PROTECTION, OF THE eir ';'. CABLES FROM PHYSICAL DAVAGE.0-HE RECOMMENDED MINIMUM SEPARATION TO PREVENT P,OYSICA,,DAVAGE IS 305 MM (1 FT) •WHERE THE CABLE IS INSTALLED VE3TICAVY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED , ;011/4 -- • . ;?1;:;•ILI.; QUANTITY 2 1 2 2 EX SY ,11 •'; • : • OL DESCRIPTION ;4!;•' MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT P I FIRE ALARM .,;ONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP ALARM , EMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP • BF$S EMOTE BOOSTER OWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP TER FAC E MODULE HTRI-R, j'ITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD (DUAL INPUT NTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD P,ONTROL POINT MODULE ) HCP SIEMENS 4S DEEP VERIFY IN FIELD EMOTE CONVENTIONAL HZM -ONE MODULE '1 NEAR BEAM MOKE DETECTOR SIEMENS PBA -1191 SIEMENS MOKE DETECTOR HFP-11 W/ SIEMENS [ADDRESSABLE -PHOTO) DB -11 BASE UCT SMOKE ETECTOR ti EAT DETECTOR ADDR ES SAB LE) IRE ALARM PEAKER STROBE !I:CEILING MOUNT) PRE ALARM PEAKER STROBE WALL MOUNT) AD2-P W/ SIEMENS TSM MODULE HFPT-11 VV/ SIEMENS DB -11 BASE SET -HMC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP PROVIDED 4S DEEP 1/1// 1G RING DUCT HOUSING 4S DEEP W/ 1G RING VERIFY IN FIELD VERIFY IN FIELD CEILING VERIFY IN FIELD CEILING 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. IN/ 1-1/2" EXT. TO BOTTOM OIRE ALARM PEAKER STROBE WALL MOUNT) •SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. iIRE ALARM TROBE EILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING EIRE ALARM STROBE WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. . ; • :IRE ALARM PEAKER CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING VV/ 1-1/2" EXT. :PEAKER ALARM :PEAKER •tWALL MOUNT) SET -W SIEMENS 4S DEEP BOX VV/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM 1/4 FIRE ALARM TROBE -I: (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD • :MULTI -VOLTAGE CONTROL RELAY •" •, MAGNETIC ; ,pooR HOLDER MR -201/C AIR PRODUCTS 4S BOX F.B.O. F.B.O. F.B.O. VERIFY IN FIELD VERIFY IN FIELD It • ' .:ll:1?IRE ALARM F.B.O. F.B.O. F.B.O. VERIFY '' ' • - --"" , lJERMINAL CABINET IN FIELD . 0 e- - -•10t lo UNCTION -BOX. 1 . F.B,a , F.B,.11. , . , . N/A . VERIFY IN- FIELD , ' 7 :BOVE FINISHED . ; LDOR N/A N/A • N/A N/A i- ' F. -11, 4 • II* ,lURNISHED BY 1110THERS l'19 N/A N/A • - -• N/A N/A • , I:, :.' • ‘• .111OT ; ; - :•:',.,r PPLICABLE ; , N/A N/A ' :• • N/A . ; N/A -, U , •IICINLESS OTHERWISE . lipTED lutlil N/A . ' N/A , • N/A N/A • ' .EATHERPROOF EVICE N/A , N/A . ' ' N/A , N/A R'I ,, lri• • • -14S BUILT ,,l--• ., lO.DD OR CHANGE N/A N/A - • N/A , N/A GRI I , ,S BUILT IEMOVE • N/A • . ,i , N/A •' , N/A ' 1 N/A : IS BUILT OTES TO CAD N/A N/A N/A N/A :11 j.tt. ' OF '4 • Copyright 2006 by Guardian Security Systems, . Inc. All;Rights .; •. ;;;;;');,: ;' RELEASE/REVISIONS LLJ DESCRIPTION SHOP DRAWINGS FOR AH.. LU c0 0 ‘CALE: 1/8"=1' DRAWN BY: LAN DERSON DESIGNED BY: R.VEZZANI DATE:5/14/08 BACKROUND PLAN PROVIDED BY: \......JOB NUMBER: SHEET 4 .-1 t0 0 1 ,-i u V c O t0 x 0 O d a' ajX O en co •0 1 •ri 0 W cd 0r) CFI0 LL/ FL AG O 0 I L Ar .0r~ 401,37.4Wear dl 1Otl111OtlllNfll1Etl�1,RPI1 1b11111001btlllbll1 100111btllbdlllitlllMllAltl1Otl1UGl1Otl011Al1OtllWlIOtl1011IW�On�nII1001tl011N11110tlIIIIWI 1011 I 'ITI FA3 2S,?V I 1 1 i 1 i � I FSUM BD I F.) t f I J S 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❑CATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. X r Nfy zfr 0 SIEMENS HTRI-D ADDRESSABLE INPUT WITH H❑❑D. VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF C❑NTRL PANEL, FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. L NORTH JUST SPOR SCALE 11$"=1' ELD SOUTHCENTER MALL DC NOT INS -ALL ADDRESSABLE INUT EVICES J\TIL P -EP OGRAMMED WO DEVICES ADDRESS. Tf Copyright 2006 by. Guardian Security Systems, Inc. All Rights reser r m w 1 DESCRIPTION z SHOP DRAWINGS FOR AHJ � V) •0' co 'do, O P, F (1) Q Q W J W (J) 8 Q W co 0 to O z / a) co J CO. <°) 2 z W QQ O, i -O zz_ r a U =Q I— d Cn L o � CO d' H SCALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 14/08 BACKROUND PLAN PROVIDED. BY: \ 0B NUMBER: SHEET FA -O I,,, • , '• • . 1.1 .0 ! ,,t'i; !• I I • 1 I I • I • 1 I I I. 11 1 I il I ' 11 I • I I ... ... I • .1 • I, •• . • .. •, ' : :I, . • . • 1 • ' :• •:. :,.. •,...., • • 1 •• , • • • • I • • I • 1 • I • 1 1 I 1, I, 1 I • I 1, I, I, I, •• , •• , 1, •• • • 1: 1: •• •• • • •kk, 1k: 1, •• •• , •• •• •• •• •• , 1, •• I • I • k • kl, •• 1, 1, •, , I, •• I, 1, :I kl• •P •• 0 •• • • li li -1, •••• .. ,...^......' 1 1 / / / / 1 ! F iLi !!' 1 1, , .1 • SYSTEM CA CULATIONS 1.1 A 11 ----- 0. ----- A -"- \1 xl \ `v --;1‘., ‘L.---•,----• --'c / Ikt1 ____------- _ 11-1 -- -- ; \ \ \ I A - "k\ \ ,.•,:i;'; ;•‘,,,,, \ \ ________ ,--41 ",,•\ ‘,., \ \ .....-- ,,---,---- ---;:_____\ nO•-'4--------i.4-0\ ; 4 \ , ‘,- \ 1. \ ‘‘, ,..\. 1---t:\ ---7%,4 ' !.....; JUST SPORTS WESTFIELD SOUTHCENTER MALL Ar SCALE 1/32":11 S,2V S,2V S,2V 2S,2V D D 115 C 115 C 15 15 EOL -S1 EX RISER DIAGRAM D,1 21 . I , " I I 1, • ' • i! JUST SPORTS JUST SPORTS it! FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Current Ldad: Standby: Alarm: Current Load: Standby: Alarm: ; ty! • ! I ; Type Qty Amps Total Amps Total Device Type Qty Amps Total Amps Total HFP-11 0.0022 0.0022 0.0023 AD2- 0.0635 0.009600 0.001600 0.005 0.0635 0.0096 0.0731 0.064 0.021 0.0035 Amps 0.064 0.042 0.106 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 1 11 1, Main System Board SET -MC @15CD SET-MC30CD 1SEI-MC @75CD ts, iSE-MC @1 1 OCD 0 ' ST-HMC-C@115CD F.;$Err-HMC-C@135CD Amps ;SET-HMC-C@185CD )1ZHRGIDMC ©15CD 'Z.R'tMC @30CD t:t Alarm Current Load: 0.106 Amps For 5 Minutes= 0.03 2 0.03 0.030 0.064 0.098 0.175 0.233 0.318 0.318 0.445 0.064 0.098 0.030 0.128 0.636 0.0015 0.009 Amp -hours • it: • • 0.03 Amps 0.794 A rj 25% Derating= 2.204 Amp -hours • Standby Current Load 0.03 Amps For 24 Hours = 0.720 Amp -hours 11 Battery Pair to be Used: ;.. Total System Current Load: 12VDC Amp -hours 2.204 7AH Amp -hours kL Alarm Current Load: if 11/ 1/1 0.794 Amps For 5 Minutes= 0.067 Amp -hours 25% Derating= 0.983 Amp -hours Total System Current Load: 0.983 Amp -hours ;1 It Battery Pair to be Used: 12VDC Amp -hours 7AH ,?‘^1 :C ATTE RY SIZING CALCULATION PROJECT. Notification Appliance WESTFIELD SOUTHCENTER MALL Panel: JUST SPORTS Date: May 27 2008 ircuit Detail Wire Resistance 1.62 CURRENT TOTAL;11230 CIRCUIT: QTY, Si 11/ Device Type Alarm Current Alarm Total Wire Size 2 0 0 0 SET -MC @15CD 64 128 '4! ; Wir:Lengtii • • .• Voltage at EOL Circuit Total Total Wire Resistance ( R ) 0.97 SET -MC @30CD 98 ( WL * 2 ) * (Rift) SET -MC @75CD •175 SET -MC @110CD • • 233 2 SET-HMC-C@115CD 318 636 0. 0 2 SET-HMC-C@177CD • 445 SET -HMC @135CD 318 SET -HMC @185CD • 445 Z-MC@15CD • 64 Z-MC@30CD • 98 SET-MC-CW@110CD DEVICES= 6 233 • 466 TOTAL m A= 1230 12 19.204441 Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER MALL Panel: JUST SPORTS Date: May 14,2008 1230 Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E ) (E= I* R) EOL Voltage (20.4 - E) Wire Resistance 2.58 RRENT TOTAL= 7.2 CIRCUIT: QTY SPEAKER CIRCUIT Device Type Alarm Current Alarm Total ',It! • ' • Wire Size VVireiLengthl: Voltage at EOL Circuit Total 4 70.7V 1/8 1.8 7.2 0 Total Wire Resistance ( R ) 2.58 ( WL * 2 ) * (R/ft) Total Device Load, Amps (I) (Total Cct Load) 0.01 Voltage Drop ( E ) 0.02 11 (E= I * R) EOL Voltage 20.38 (20.4 - E) DEVICES= 4 TOTAL m A= • 7.2 14 20.381424L 7.2 VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserv DESCRIPTION DRAWINGS FOR AHJ 0 LLJ co Lr) DRAWN BY: LAN DERSON DESIGNED BY: R.VEZZANI DATE:5/1 4/08 BACKROUND PLAN PROVJOEUP BY: ..JOB NUMBER: SHEET FA -O JUST SPORTS (2467) tiirte ;' Fr�uir+Il�tw�r�iinnitf��risirrWr _ _ ��1*'I�ht—;�� %Toilm� VICINITY MAP (Suite#2467) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads new heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFF#1'S Ordinary hazard Class II 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. 8. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8, Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system anj jn-the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. SYMBOL LEGEND 2 -WAY EARTHQUAKE BRACE VICINITY MAP DETAIL NOVIO SCALE WE S T RISER. DETAIL HYDRAULICS S REFERENCE ONLY NOT TO SCALE REVISIONS Just Sports Remote Area: Retail # 2467 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft? DENSITY .20 GPM / Ft' for 990 F' 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 GPM @ 94 PSI ' At time of Design 14'-0" CLG.=34% AREA REDUCTION STOREFRONT 41 LEASE NEW GYP, BO. BULKNE1z'Q0A.F?Cdep,FT NEWGYp 1o_o..FBO. BULKHEAD SOFFIT NaV GYA BD• CE11. 14'4"A.!✓,F.INC NEW CEILING. SUSPENDED GYSPSUM BD 14' -0 -ABOVE FINISH FLOOR IAF.F3 Ordinary Group II'0.200gpm/ft2 for 990.O0ft2 NEW GYp EWFF NA. BD. BAKH SOFFIT NEWDYP. OD, BULKHEAD soFFIT 12"p'A.F.F. 1q�pWA�FBD.L ADSOFFfT 1N404/..0.17; 4 GYp BA• CEIBULING J A.FF. L!V/d/dlby/VA< 17/0.0.4 aL:INN//.VW.i• EXISTING T6 ZONE PIPE a= ad fan ma co 3'-0 6'-0 12'-2 S.�r:lL17s •s Y.S rr.: ,W:ssr FIRE SPRINKLER P_4N 1/8" = 1'-0 Sprinkler Legend NO. DESCRIPTION DATE 4 -WAY EARTHQUAKE BRACE SYM. SIN R5415 QTY. 21 K 5.6 SPRAY Pendent ORIF. y2i' FIN. White TEMP. HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT Total = 21 MFR./MODEL I® # LU TO RISER RM gas4mor C® 4 APPROVAL: City of Tukwila REL G4A CONCEALOR CONT. NO.: KS0317 DRAWN BY: Martin Sokulski SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 04/07/08 'TYPICAL'FLEXABLE. SPRINKLER CONNECTION:;.. FLEXHEAD. SUSPENDED T -BAR GRID SPRINKLER HEAD FLEXHEAD DETAIL NOT '1'O SCALE FIG. 000 SW VELSWAY BRACE FITTING ifoihd BRACE PIPE 31S' KWIK BOLLT (4114" EMBED LENGTH) FIG. 1000 "FAST CLAMP' SWAY BRACE ATTACHIENT LINEPIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE (2114" "AWING T FIG.$D9 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT i BRACE PIPE FICA. PIPE CLAMP FOR SWAY BRACE ®LATERAL BRANCHLINE RESTRAINT NON•THREADEDBRACE PIPE LATERAL BRANCHLINE RESTRAINT NC)T TO SCALE 0 Hanger No._070 HILTI Kwik Bolt III Cut Rod Lgth Rounded to Neereattnch Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and A Dimension HANGED DETAIL Without Comrnentis As Noted In Red Per The Attached Letter 1 nese plans have r; ; -,,,; .,,Nr;;s by The Tukwila Fire • Prevention E times,.; current city standards. 4t::.c'c' . ,.,.. .. t.r c- cors and omissions u/1-.1ic11 .; ;r;. .. vi;.i..>,iions of adopted stanaaras.;:!I d ; :., r.... , rn: it�tlit.y for the adequacy of y i_=?`.:i ,ri t. . ,. ': 71::,i{' vitt, the de -s gner. • /additions e1: i };:,NI:; ;;r ;,::�„ ,;;: rr w, tholik drawings atter data ‘/Viii :r':irt tjl:. ?N ti ;i i';;{:' '*tie 1°iiIl require R resubmittal of rC;,N .:t, r.ir,,'rI!iigs for subuequent approval. Final acceptance ;;subject to field test and inspection by The Tukwila Fife Prevention Bureau. Date: _L//q/0 i Dy: / )1 _/ Ltat2vV:1041:AINIWMaltOMPIViarlrnimY„W:M+F.u 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/DALLAS/ DECATUR /DENVER IDUWTH /HOUSTON / KANSAS MY LAS VEGAS/ MINNEAPOLIS / PHOENIX/ PORTLAND / IAPID CITY/ST. PAUL /SALT LAKE CITY /SEATTLE Phone:425-881-0100 Fax: 425-881-3030 IM TICE Weld stamps must be inspected before pipe is hung.. Pp- not paint piping prier to hydrostatic test approval. TUKWILA FIRE DEPARTMEN`r Please call: 575-4407 and give this job and exact address for shut, • Gown or restoration .anorovall JUST SPORTS 2467 Southcenter Mall Tukwila,WA 98188 FIRE SPRINKLER PLAN N 0 2 JUST SPORTS L� '6308 • Tukwila Firp .sem. zy- - 7lo5- -- SHEET FP -1 OF 1 JUST SPORTS (2467) TYPICAL FLEXABLE SPRINKLER CONNECTION`: FLEXHEAD SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS JUST SPORTS General Notes qJ LEASEEFRONT �u w NEW GYP. BD BULKHEAOSOFFIT �EWp GY FBD' BULKHEAD SOFFIT F SUSPENDED T -BAR GRID 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Class II Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system onlyin the areas of work. All other areas are not in contract and WSFP is not responsible for exiting conditions. FLEXHEAD DETAIL NOT TO SCALE NEWGYP. BD. BULKHEAD SOFFIT lOtp•A.p.F. 4A F FBO. CEILING FIG.909 ^+ SWIVEL SWAY -- , BRACE FITTING NEW CEILING, SUSPENDED GYSPSUM BD 14'-0' ABOVE FINISH FLOOR (A.F.F) BRACE PIPE BRACE PIPE Ordinary Group II.0.200gpm/ft2 for 990.00ftz LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG.4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT n i NON•THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III EXISTING T6 ZONE PIPE Just Sports Remote Area: Retail # 2467 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II .. BACK ROOM Concrete Construction Martin Sokuls MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 990 Ft' SPRINKLER Reliable Model G4A ORIFICE 1/2" K" 5.6 ®tiWS®1 3'-0 6' - Bottom of Concrete to Center Line of Pipe Note on Plan Swivel Ring WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 309 GPM © 94 PSI At time of Design 14'-0" CLG.=34% AREA REDUCTION t g asCifigaBCO B LxiLtr., �+sC3t Lie Nota on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE WEST RISER DETAIL HYDRAULICS REFERENCE ONLY NOT TO SCALE JUST SPORTS FIRE SPRINKLER PLAN 1/8" = 1'-0 CONTRACTOR SYMBOL LEGEND REVISIONS Sprinkler Legend APPROVAL: City of Tukwila 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE DESCRIPTION DATE HYDRAULIC REFERENCE POINT R5415 QTY. 20 1 Total = 21 K SPRAY Pendent Brass 165°F Pendent 155°F MFR./MODEL REL G4A CONCEALOR REL G4A CONCEALOR CONT. NO.: KS0317 HANGER SYMBOL DRAWN BY: Martin Sokulski SPRK. ON SHEET: SEE LEGEND BRANCHLINE RESTRAINT SPRK. ON JOB: itt Western States Fire Protection Company DATE: 07/21/08 7102180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY - OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS 1DECATUR /DENVER/DULUTH/ HOUSTONI KANSAS CITY LAS VEGAS/MINNEAPOLIS I PHOENIX / PORTLAND / RAPID CITY/ ST. PAUL /SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 JUST SPORTS 2467 Southcenter Mall Tukwila,WA 98188 FIRE SPRINKLER PLAN SHEET FP -1 OF 1 2467 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-243 08-S-115 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Just Sports 2467 Southcenter Mall Permit No.: 08-S-115 Date: April 9, 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 20' 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. • 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. All references are NFPA 13, 2007 Edition. Hydraulic Summary 1 Job Number: KS0317 Report Description: Ordinary Group II Job Job Number KS0317 Job Name JUST SPORTS Address 1 2467 Southcenter Mall Address 2 City State Zip Code Tukwila WA 98188 Design Engineer Martin Sokulski State Certification/License Number WESTESF136QF AHJ City of Tukwila Job Site Expansion Drawing Name 2NDZone T6.cad System Remote Area(s) Moat Demanding Sprinkler Data 5.6 K -Factor 26.00 at 21.556 Hose Allowance At Source 250.00 Additional Hose Supplies Node Flow(apm) OccnPancY Ordinary Group II Density Area of Application 0.200gpm/ft2 1500.00ft2 (Actual 1064.39ft2) Number Of Sprinklers Calculated Coverage Per Sprinkler 11 130.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adtacent To Most Rewrote Area Left: 102.020 Right: 102.020 Total Hose Streams 250.00 System Flow Demand Total Water Required (Includag Hose Allowance) 309.15 559.15 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Grouts 25.79 between nodes 148 and 55 Maximum Velocity Under Ground 1.17 between nodes 1 and 347 Volume capaaty of Wet Pipes Volume capacity of Dry Pipes 3133.01 gal 6.30ga1 .0 �..� .• c. B r/ 3 !� .' f‘Wil Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.507 559.15 102.020 37.487 Contractor Contractor Number KS0317 Contractor Name Western States Fire Protection Address 1 7102 180th Ave NE Suite A105 Address 2 Coy State Zs) Code Redmond WA 98052 Contact Name Contact Tale Martin Sokulski Project Manager Plane Extensan 425.881.0100 FAX 425.881.3030 E-mail martin.sokulski@wsfp.us. Web -Site [M, ©M.E.P.CAD, Inc. ?i AutoSPRINK®VR5 v5.1.32 04/04/2008 2:23:42PM Page 2 AliI K Hydraulic Overview Job Number: KS0317 Report Description: Ordinary Group II Job Job Number Design Engineer KS0317 Martin Sokulski Job Name Phone FAX JUST SPORTS 425.881.0100 425.881.3030 Address 1 State Cemfication0.icense Number 2467 Southcenter Mall WESTESF136QF Address 2 AHJ City of Tukwila Cay State Lp Code Job Site Tukwila WA 98188 Expansion System Densay Area of Application 0.200gpm/ft2 1500.00ft2 (Actual 1064.39ft2) Most Demanding Spnnkler Data Hose Streams 5.6 K -Factor 26.00 at 21.556 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 130.00ft2 11 System Pressure Demand System Flow Demand 102.020 309.15 Total Demand Pressure Result 559.15 @ 102.020 +37.487 (26.9%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(apm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 10900.00 250.00 140.000 20.000 2NDZone T6.cad Supply at Node 1 (10900.00, 250.00, 140.000, 20.000) 150 Static 1 Pressure 1 140.000 135 120 ' e 105 -.59.15 409.15 with @ hose 102.020 streams N 90 Cl e 75 1n w IN o 60 System demand curve I 45 30 10900.00 @ 20.0004 15 11111111111111111111 111111111 111111111 111111111 111111111 111111111 1I 1111111 19200330 0 5500 6600 7700 8800 9900 11000 Water flow, gpm (M ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/04/2008 2:23:41 PM Page 1 Hydraulic Analysis 1 Job Number: KS0317 Report Description: Ordinary Group 11 Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length �.. Route 1 DR 1.0490 0=26.00 9.65 C=120 0.211435 35'-3'/. Pf 8.301 101 10'-0% q=26.00 K=5.6 21.556 Spr(-21.556) 4'-0 Pe -2.596 20 16'-0 27.262 2E(2'-0) 39'-3'/. Pv BL 1.6100 Q=26.00 4.10 C=120 0.026249 2'-11'/+ Pf 0.077 20 16'-0 27.262 Pe 21 16'-0 27.339 2'-11'/. Pv BL 1.6100 Q=52.27 8.24 C=120 0.095548 5'-11 Pf 0.566 21 16'-0 27.339 Pe 29 16-0 27.905 5'-11 Pv BL 1.6100 Q=78.40 12.36 C=120 0.202258 8'-8 Pf 1.753 29 16'-0 27.905 Pe 38 16-0 29.658 8'-8 Pv BL 1.6100 0=105.33 16.60 C=120 0.349252 8'-8 Pf 3.027 38 16'-0 29.658 Pe 54 16'-0 32.685 8'-8 Pv BL 1.6100 0=133.59 21.05 C=120 0.542112 8'-0 Pf 4.337 54 16-0 32.685 Pe 55 16'-0 37.022 8'-0 Pv BL 1.6100 Q=163.65 25.79 C=120 0.789166 39'-10'% Pf 40.934 55 16'-0 37.022 12'-0 Pe -0.000 148 16'-0 77.956 2LtE(2'-0), PO(8'-0) 51'-10% Pv CM 4.2600 0=309.15 6.96 C=120 0.022400 16-6% Pf 0.960 148 16-0 77.956 26-4 Pe -0.000 150 16'-0 78.917 PO(26'-4) 42'-10% Pv CM 6.3570 Q=309.15 3.13 C=120 0.003189 133'-9% Pf 1.040 150 16'-0 78.917 192'-3% Pe 13.909 255 -16-1 93.866 10fE(12'-7), BV(12'-7), fE(10'-0), 326-1'h Pv CV(40'-2%), GV(3'-9%) BL 8.3290 0=309.15 1.82 C=120 0.000855 13'-4 Pf 0.504 255 -16-1 93.866 PO(43.-1) 576'-1% Pe -0.000 305 -16-1 94.370 12P0(43'-1), fE(16-0) 589'-5%: Pv MS 10.0200 0=309.15 1.26 C=120 0.000348 20'-2 Pf 5.030 305 -16-1 94.370 67'-0 Pe -1.635 347 -12'-3% 97.766 3LtE(16'-0), BV(19'-0), BFP(-5.000) 87'-2 Pv UG 10.4000 0=309.15 1.17 C=140 0.000218 112'-10% Pf 0.055 347 -12'-3% 97.766 137'-1'h Pe 4.200 1 -22'-0 102.020 4LtE(25'-6), 2EE(17'-6'/:), S 250'-0 Pv w Route 2 DR 1.0490 0=26.13 9.70 C=120 0.213366 23'-9 Pf 6.989 102 14'-O% q=26.13 K=5.6 21.769 Spr(-21.769) 9'-0 Pe -0.852 29 16'-0 27.905 2E(2'-0), PO(5'-0) 32'-9 Pv .� Route 3 DR 1.0490 0=26.27 9.75 C=120 0.215559 27'-9 Pf 7.920 103 10'-0'h q=26.27 K=5.6 22.011 Spr(-22.011) 9'-0 Pe -2.592 21 16'-0 27.339 2E(2'-0), PO(5'-0) 36'-9 Pv Q. Route 4 DR 1.0490 0=26.93 10.00 C=120 0.225637 23'-9 Pf 7.391 104 14'-0'/. q=26.93 K=5.6 23.126 Spr(-23.126) 9'-0 Pe -0.858 38 16'-0 29.658 2E(2'-0), PO(5'-0) 32'-9 Pv 4.. Route 5 DR 1.0490 0=28.23 10.48 C=120 0.246128 23'-9 Pf 8.063 105 14'-0'/ q=28.23 K=5.6 25.404 Spr(-25.404) 9'-0 Pe -0.852 34 16'-0 32.614 2E(2'-0), PO(5'-0) 32'-9 Pv BL 1.6100 0=56.90 8.97 C=120 0.111794 6-8 Pf 0.745 34 16-0 32.614 Pe 40 16-0 33.360 6-8 Pv BL 1.6100 0=85.45 13.47 C=120 0.237166 7'-8 Pf 1.818 40 16-0 33.360 Pe 43 16-0 35.178 7'-8 Pv BL 1.6100 0=114.75 18.08 C=120 0.409241 8'-8 Pf 3.547 43 16-0 35.178 Pe 50 16-0 38.725 6-8 Pv BL 1.6100 0=145.50 22.93 C=120 0.634880 49'-7Yz Pf 39.119 50 16-0 38.725 12'-0 Pe 168 16-0 77.844 2LtE(2'-0), PO(8'-0) 61'-7% Pv CM 4.2600 0=145.50 3.28 C=120 0.005555 20'-3% Pf 0.113 168 16-0 77.844 Pe 148 16-0 77.956 20'-3%. Pv .7. Route 6 DR 1.0490 0=28.26 10.49 C=120 0.246662 23'-9 Pf 8.079 106 14'-01h q=28.26 K=5.6 25.464 Spr(-25.464) 9'-0 Pe -0.858 54 16-0 32.685 2E(2'-0), PO(5'-0) 32'-9 Pv (M ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/04/2008 2:23:44PM age • hydraulic Analysis Job Number: KS0317 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Downstream Elevation Discharge K -Factor Pt Upstream Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length .-• Route 7 DR 1.0490 Q=28.54 10.60 C=120 107 14'-0% q=28.54 K=5.6 25.980 40 16-0 33.360 0.251288 Spr(-25.980) 2E(2'-0), PO(5'-0) 23'-9 Pf 9'-0 Pe 32'-9 Pv 8.232 -0.852 t. Route 8 DR 1.0490 Q=28.68 10.65 C=120 108 V-11% q=28.68 K=5.6 26.226 27 16-0 32.513 0.253482 Spr(-26.226) E(2'-0), PO(5'-0) 28'-2 Pf 7'-0 Pe 35'-2 Pv 8.911 -2.624 BL 1.6100 Q=28.68 4.52 C=120 27 16'-0 32.513 34 16'-0 32.614 0.031469 3'-21..4 Pf Pe 3'-2Y: Pv 0.101 c+ Route 9 DR 1.0490 Q=29.31 10.88 C=120 109 14'-01A q=29.31 K=5.6 27.387 43 16-0 35.178 0.263849 Spr(-27.387) 2E(2'-0), PO(5'-0) 23'-9 Pf 9'-0 Pe 32'-9 Pv 8.643 -0.852 a Route 10 DR 1.0490 Q=30.06 11.16 C=120 110 14'-0% q=30.06 K=5.6 28.820 55 16'-0 37.022 0.276595 Spr(-28.820) 2E(2'-0), PO(5'-0) 23'-9 Pf 9'-0 Pe 32'-9 Pv 9.060 -0.858 - Route 11 DR 1.0490 Q=30.74 11.41 C=120 111 14'-0Y, q=30.74 K=5.6 30.139 50 16-0 38.725 0.288284 Spr(-30.139) 2E(2'-0), PO(5'-0) 23'-9 Pf 9'-0 Pe 32'-9 Pv 9.443 -0.858 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier 130 1.16 140 1.33 150 1.51 / Actual Inside Diameter 1°'87 = Factor Value Of C 100 Multiplying Factor 0.713 Schedule 40 Steel Pipe Inside Diameter J (M © M.E.P.CAD, Inc. ;)t AutoSPRINK® VR5 v5.1.32 :'L3: (ig Hydraulic Analysis 1 Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: KS0317 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 Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG 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 Ba1V BFP BV C cplg Cr CV De1V DPV E EE Eel Ee2 FDC fE fEE flg FN fT 9 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 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap h(y ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/04/2008 2:23:44PM Page 6 Cr)=SI Node Analysis Job Number: KS0317 Report Description: Ordinary Group 11 Node Etevation(Foot) Fittings Pressure(psi) Discharge(gpm) 27 16-0 PO(5-0) 32.513 20 16-0 E(2'-0) 27.262 21 16-0 PO(5'-0) 27.339 34 16-0 PO(5'-0) 32.614 29 16-0 PO(5'-0) 27.905 40 16'-0 PO(5'-0) 33.360 43 16'-0 PO(5'-0) 35.178 38 16-0 PO(5'-0) 29.658 50 16-0 PO(5'-0) 38.725 54 16-0 PO(5'-0) 32.685 55 16'-0 PO(5'-0) 37.022 168 16-0 2P0(8'-0) 77.844 148 16-0 PO(8'-0) 77.956 150 16-0 2P0(26-4) 78.917 255 -16-1 2P0(43'-1) 93.866 305 -16-1 94.370 347 -12'-3% BFP(-5.000) 97.766 108 9'-11% Spr(-26.226) 26.226 101 10'-0Y4 Spr(-21.556) 21.556 103 10'-014 Spr(-22.011) 22.011 105 14'-0Y2 Spr(-25.404) 25.404 102 14'-0Y2 Spr(-21.769) 21.769 107 14'-0Y2 Spr(-25.980) 25.980 109 14'-0Y: Spr(-27.387) 27.387 104 14'-0%4 Spr(-23.126) 23.126 111 14'-0Y4 Spr(-30.139) 30.139 106 14'-01h Spr(-25.464) 25.464 110 14'-0%4 Spr(-28.820) 28.820 1 -22'-0 S 102.020 28.68 26.00 26.27 28.23 26.13 28.54 29.31 26.93 30.74 28.26 30.06 309.15 (J ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/07/2008 9:39:54AM Page 1 Hydraulic Graph Job Number: KS0317 Report Description: Ordinary Group II (M, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/07/2008 9:39:55AM Page 2 Supply at Node 1 150 :Static Pressure 140.000 135 120 105 -309.15 559.15 with hose @ 102.020 streams 90 .y - 0. _ ai- 75 - N - tn - N _ a - 60 ]System demand curve 45 30 -► 10900.00 @ 20.000_ 15 1111/1111 1 111 1 1 1 1 1 1 1 1 11 I 1 1 1 1 1 1 1 1) 1 1 1 1 1 1 1 1 1 1 1 1 111111111 111111111 0-1111111111111111111111 81002 3300 4400 5500 6600 7700 Water flow, gpm 8800 9900 11000 Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.507 @ 559.15 System Demand 309.15 @ 102.020 System Demand (Including Hose Allowance) 559.15 @ 102.020 . (M, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 04/07/2008 9:39:55AM Page 2 FILE COPY r , .1;1 • ),C;1 FIE TUKWIL SHINGTON ' 1 • il ;I ' .• •, SHEET INDEX NERAL NOTES SYMBOLS LEGEND EET \UIV3E H LET TITLE PA -Q1 TEM I\FO v• AT I 0 \ FA- CY AL 11 DETAILS - WRI \ G A\3 MOU\TI\G -03 ALA V SYSTEM FLOO. LA -- 04 TEM CALCULATIONS (GE\ EAL), SITEHPLA\ pta - - , L Vt/Ithout CornrnerIts , As Noted In Red , 1 Per The Attrichea Letter • !• P•• Hi e. • Inese Oa. ns havt! L:. -,••:,.:-,:h r,-,..,•,,i;::,,,..e,4 by The Tv l --t4 Ila Fire ,.. PrevertV)- S,, ---•,---I• • '`,-• ' --( .' , , , ':>, .,--'"-, c,.r.r,', city ,,•,,, , stancirel_ .•.--.::.: • . :, - -. ,_ ,•-•_ ;>,- : 1.:".'.; tr. ,;.. );!;(1-,; Cli;'):.t• ! omiss?orit; ,,,,T,»::,:„7:: ,-• ,,, .,:j),.;:-:;•:-;/..., V.i ....;:.I.C;(: rls c..:f idcpted stais Lii-tri :.....: ---:.: - . -.--f,. , ;:•:-. f.,:,byl pr the adeque*..:y 'Jr .....i.;;;:..•-,); , ,:'..- ';.,:- 1') '....;',' ;;.:',.1 , ty,t) Additipri5,c•,,-.;:-,-,;.:,..,):-.„..y ;,,y ,:;...;•-, r:)..) t17, clra)(';, ; ,;)s atter this d4 ,-.4.,,, vol•-:1;-),,,,:.;_accy.,.;1.6.-1:::€;:;,. -pd will rea, ,Ia a resubrnittal of ce.,,):...ed;:lci.::).vtr,gs• f;.1.1r:1:iut;cluPr rapproval. - r. .4 • i . • 11 ;: Final aecepta.n:.-;e is subjer,:t ...0 fic{10;teSt Elild In ectiOn bY The Tukwila Fire Prevention Buri ' Date: --c) By: I UKWILA FIRE DEPARTMENti.: . , Pease call: 575-4407 and give this job ',.!•' • and exact address for shut. 'I! dawn or restoration approvai;„. 1 NOTICE A completed, signed, Tukwiia Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. WIRE DESIGNATION SCHEDULE •j'. WIRE SCHEDULE AND CONDUIT FILL CHART ... • Ii' WIRE DESIGNATION • • ., SYMBOL DESCRIPTION • . . .. . k:. NUMBER OF CONDUCTORS SIZE TYPE ' : ; COLOR :CODE' :. ' D DA. : H DDJ P DEICE S ST 2S STRbBE A AN .: . V SP ' 2V SP' • I REMOTE . X LD'1 UD UN UI UN' M DO '. B BE •i) LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) HOLDER POWER - 24VDC TWO D #14 FPL/FPLR RED (JACKET) POWER - 24VDC ' TWO • - #16 FPL/FPLR RED (JACKET) 13BE CIRCUIT - FEED TWISTED PAIR Wi SHIELD #12 FPL/FPLR. RED (JACKET) CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) "NCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) KER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) rER CIRCUIT - RETURN •• TWISTED PAIR #14 FPL/FPLR RED (JACKET): INDICATION LIGHT • TWO #18 FPL/FPLR RED (JACKET) LEVEL AUDIO TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) RGROUND DATA TWISTED PAIR RATED #18 FPL/PPLR RED (JACKET) I ,ERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) .. HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) •: . CONDUIT FILL CHART . 0 e- , N. .f; 1.; . • .'. OF CONDUCTORS VOLTS ; WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN . .244 0.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.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 .1 FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. • . SHIELDED WIRE TO BE GRO • NDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TARE AND TAPED AT END FOR SIEMENS SYSTEM:. DO NOT INSTALL ADDRESBLE.,..INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. NUMBERS ADJACENT TO DEY.ICE SY. DEVICE 01-1-02 WOULD BEftT,HE. 2. DETECTOR AND AUDIBLE CI 'CUIT p 3. AUDIBLE/VISUAL CIRCUIT WIING IS BRANCHING IS PERMISSIK, 4. INSTALLATION SHALL BE INJSTRICT ELECTRIC CODE, NFPA 72, L4CAL: • 5. INSTALLATION MATERIALS (I E.. CON STANDARD BOXES, FIBER OMCS 0 ARE NOT SUPPLIED BY SIEMENS CE 6. DETECTORS SHALL NOT BE POUNT. AIR STREAM OF AIR SUPPLMOUTLE BOL DENOTE DEVICE CIRCUIT/ADDRESS GOND DEVICE ON ADDRESSABLE LOOP 1. LARITY SHALL BE OBSERVED. .SUPERVISED. NO PARALLEL ONFORMANCE WITH THE NATIONAL ODE(S), AND/OR AUTHORITY HAVING JURISDICTION.H ; ,• : .UIT, WIRE, FITTINGS, HANGERS, BLE, FITTINGS, AND ASSOCIATED EQUIPMENT)! BERUS DIVISION. ID IN DIRECT S. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLA „WITH ESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOICODE •:CONDUCTORS SHALL BE PERMANENTLY, ;- AND UNIQUELY MARKED FONFUTUE IDENTIFICATION. 8. INSTALLING CONTRACTOR SCALL RIETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" !P:URP0q=:-. 9. FOR ADDITIONAL INSTALLARPN INSTUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSIRUCTIONS. 11H1 10. THE 120vac POWER ELECTROL Walk SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725,l'AND 760 OF NFPA 70, N.E.C. AND NFPA 72, : SPECIFICALLY SECTION 1-5:Z5.2:;,!IIN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120voc POWER SMALL N T BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FII ALAR TECHNICIAN. 0BE:I DROP 11. ALL HORN/STROBE AND OF 80" A.F.F. OR 6" BELO VICES SHALL BE MOUNTED AT A HEIGHT ED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIO SH BE MOUNTED AT 48" A.U. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND IRCUIT WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE --'FROM DEDICATEDCIRCUITS FROM THE EMERGENCY -• GENERATOR. • • 15. PER NFPA 72 SECTION 5-31;6.1.3 •DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN4UP OF,I,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 CONTIN0us4ROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE T: i.,.DENE WITHOUT SPLICING IN PULL: BOXES OR OTHER BACK BOXES OF DI' FERE CIRCUITS. . • -!•. 17. ALL IWIRING SHALL BE MET ,ED, AND FREE OF SHORTS BETWEEN FINAL EQUIPMENT TRIM. RIFIED TO BE CONTINUOUS, FREE OF GROUND ONDUCTORS AND OTHER CIRCUITS PRIOR TO 20. DETECTORS MUST BE RATED:i:FORHTEMPERATURE IN THE ENVIRONMENT IN WHICH 21. ALL WIRING BETWEEN FLOOIS SHALL BE LOCATED IN CONDUIT: 18. ALL CABLES SHALL BE MARKED INDICATED ON FIRE ALARM !RISER WITH A • 19. THE ELECTRICAL, CONTRACTOR. SHALL CLEAN ALL DIRT AND: DEBRIS FROM THE OUTSIDE AND INSIDE OF TF;E: FIRFALARvl BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. PERMANENT LABEL AT ALLA:DEVI IS, JUNCTION BOXES AND-FACP. •IT IS LOCATED. -!it! • It. '1,,,,,!:'-', • :-II 41 ' 1 !i ., 1 22. NFPA 72 2007 6.4.2.2.2 AWSTYLIEtS OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.ol,JMEijALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THEIQUTG011\G AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TOE COtt'SJROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELYTHE UTGO4G AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN THE SAME CABLE ASSEMBLY (I.E., . a 23. MULTI -CONDUCTOR CABLE),iNCLOSURE, OR RACEWAy. ilhH -,.4•II ,Ii,; , NFPA 72 2007 A.6.4.2.2.2 -110;6‘ GO4 OF 6.4.2.2.2 IS TO PROVIDE • ADEQUATE SEPARATION BETVEEN.'ITHE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUICO, TO! HELP ENSURE PROTECTION, OF THE eir ';'. CABLES FROM PHYSICAL DAVAGE.0-HE RECOMMENDED MINIMUM SEPARATION TO PREVENT P,OYSICA,,DAVAGE IS 305 MM (1 FT) •WHERE THE CABLE IS INSTALLED VE3TICAVY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED , ;011/4 -- • . ;?1;:;•ILI.; QUANTITY 2 1 2 2 EX SY ,11 •'; • : • OL DESCRIPTION ;4!;•' MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT P I FIRE ALARM .,;ONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP ALARM , EMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP • BF$S EMOTE BOOSTER OWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP TER FAC E MODULE HTRI-R, j'ITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD (DUAL INPUT NTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD P,ONTROL POINT MODULE ) HCP SIEMENS 4S DEEP VERIFY IN FIELD EMOTE CONVENTIONAL HZM -ONE MODULE '1 NEAR BEAM MOKE DETECTOR SIEMENS PBA -1191 SIEMENS MOKE DETECTOR HFP-11 W/ SIEMENS [ADDRESSABLE -PHOTO) DB -11 BASE UCT SMOKE ETECTOR ti EAT DETECTOR ADDR ES SAB LE) IRE ALARM PEAKER STROBE !I:CEILING MOUNT) PRE ALARM PEAKER STROBE WALL MOUNT) AD2-P W/ SIEMENS TSM MODULE HFPT-11 VV/ SIEMENS DB -11 BASE SET -HMC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP PROVIDED 4S DEEP 1/1// 1G RING DUCT HOUSING 4S DEEP W/ 1G RING VERIFY IN FIELD VERIFY IN FIELD CEILING VERIFY IN FIELD CEILING 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. IN/ 1-1/2" EXT. TO BOTTOM OIRE ALARM PEAKER STROBE WALL MOUNT) •SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. iIRE ALARM TROBE EILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING EIRE ALARM STROBE WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. . ; • :IRE ALARM PEAKER CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING VV/ 1-1/2" EXT. :PEAKER ALARM :PEAKER •tWALL MOUNT) SET -W SIEMENS 4S DEEP BOX VV/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM 1/4 FIRE ALARM TROBE -I: (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD • :MULTI -VOLTAGE CONTROL RELAY •" •, MAGNETIC ; ,pooR HOLDER MR -201/C AIR PRODUCTS 4S BOX F.B.O. F.B.O. F.B.O. VERIFY IN FIELD VERIFY IN FIELD It • ' .:ll:1?IRE ALARM F.B.O. F.B.O. F.B.O. VERIFY '' ' • - --"" , lJERMINAL CABINET IN FIELD . 0 e- - -•10t lo UNCTION -BOX. 1 . F.B,a , F.B,.11. , . , . N/A . VERIFY IN- FIELD , ' 7 :BOVE FINISHED . ; LDOR N/A N/A • N/A N/A i- ' F. -11, 4 • II* ,lURNISHED BY 1110THERS l'19 N/A N/A • - -• N/A N/A • , I:, :.' • ‘• .111OT ; ; - :•:',.,r PPLICABLE ; , N/A N/A ' :• • N/A . ; N/A -, U , •IICINLESS OTHERWISE . lipTED lutlil N/A . ' N/A , • N/A N/A • ' .EATHERPROOF EVICE N/A , N/A . ' ' N/A , N/A R'I ,, lri• • • -14S BUILT ,,l--• ., lO.DD OR CHANGE N/A N/A - • N/A , N/A GRI I , ,S BUILT IEMOVE • N/A • . ,i , N/A •' , N/A ' 1 N/A : IS BUILT OTES TO CAD N/A N/A N/A N/A :11 j.tt. ' OF '4 • Copyright 2006 by Guardian Security Systems, . Inc. All;Rights .; •. ;;;;;');,: ;' RELEASE/REVISIONS LLJ DESCRIPTION SHOP DRAWINGS FOR AH.. LU c0 0 ‘CALE: 1/8"=1' DRAWN BY: LAN DERSON DESIGNED BY: R.VEZZANI DATE:5/14/08 BACKROUND PLAN PROVIDED BY: \......JOB NUMBER: SHEET 4 .-1 t0 0 1 ,-i u V c O t0 x 0 O d a' ajX O en co •0 1 •ri 0 W cd 0r) CFI0 LL/ FL AG O 0 I L Ar .0r~ 401,37.4Wear dl 1Otl111OtlllNfll1Etl�1,RPI1 1b11111001btlllbll1 100111btllbdlllitlllMllAltl1Otl1UGl1Otl011Al1OtllWlIOtl1011IW�On�nII1001tl011N11110tlIIIIWI 1011 I 'ITI FA3 2S,?V I 1 1 i 1 i � I FSUM BD I F.) t f I J S 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❑CATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. X r Nfy zfr 0 SIEMENS HTRI-D ADDRESSABLE INPUT WITH H❑❑D. VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF C❑NTRL PANEL, FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. L NORTH JUST SPOR SCALE 11$"=1' ELD SOUTHCENTER MALL DC NOT INS -ALL ADDRESSABLE INUT EVICES J\TIL P -EP OGRAMMED WO DEVICES ADDRESS. Tf Copyright 2006 by. Guardian Security Systems, Inc. All Rights reser r m w 1 DESCRIPTION z SHOP DRAWINGS FOR AHJ � V) •0' co 'do, O P, F (1) Q Q W J W (J) 8 Q W co 0 to O z / a) co J CO. <°) 2 z W QQ O, i -O zz_ r a U =Q I— d Cn L o � CO d' H SCALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 14/08 BACKROUND PLAN PROVIDED. BY: \ 0B NUMBER: SHEET FA -O I,,, • , '• • . 1.1 .0 ! ,,t'i; !• I I • 1 I I • I • 1 I I I. 11 1 I il I ' 11 I • I I ... ... I • .1 • I, •• . • .. •, ' : :I, . • . • 1 • ' :• •:. :,.. •,...., • • 1 •• , • • • • I • • I • 1 • I • 1 1 I 1, I, 1 I • I 1, I, I, I, •• , •• , 1, •• • • 1: 1: •• •• • • •kk, 1k: 1, •• •• , •• •• •• •• •• , 1, •• I • I • k • kl, •• 1, 1, •, , I, •• I, 1, :I kl• •P •• 0 •• • • li li -1, •••• .. ,...^......' 1 1 / / / / 1 ! F iLi !!' 1 1, , .1 • SYSTEM CA CULATIONS 1.1 A 11 ----- 0. ----- A -"- \1 xl \ `v --;1‘., ‘L.---•,----• --'c / Ikt1 ____------- _ 11-1 -- -- ; \ \ \ I A - "k\ \ ,.•,:i;'; ;•‘,,,,, \ \ ________ ,--41 ",,•\ ‘,., \ \ .....-- ,,---,---- ---;:_____\ nO•-'4--------i.4-0\ ; 4 \ , ‘,- \ 1. \ ‘‘, ,..\. 1---t:\ ---7%,4 ' !.....; JUST SPORTS WESTFIELD SOUTHCENTER MALL Ar SCALE 1/32":11 S,2V S,2V S,2V 2S,2V D D 115 C 115 C 15 15 EOL -S1 EX RISER DIAGRAM D,1 21 . I , " I I 1, • ' • i! JUST SPORTS JUST SPORTS it! FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Current Ldad: Standby: Alarm: Current Load: Standby: Alarm: ; ty! • ! I ; Type Qty Amps Total Amps Total Device Type Qty Amps Total Amps Total HFP-11 0.0022 0.0022 0.0023 AD2- 0.0635 0.009600 0.001600 0.005 0.0635 0.0096 0.0731 0.064 0.021 0.0035 Amps 0.064 0.042 0.106 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 1 11 1, Main System Board SET -MC @15CD SET-MC30CD 1SEI-MC @75CD ts, iSE-MC @1 1 OCD 0 ' ST-HMC-C@115CD F.;$Err-HMC-C@135CD Amps ;SET-HMC-C@185CD )1ZHRGIDMC ©15CD 'Z.R'tMC @30CD t:t Alarm Current Load: 0.106 Amps For 5 Minutes= 0.03 2 0.03 0.030 0.064 0.098 0.175 0.233 0.318 0.318 0.445 0.064 0.098 0.030 0.128 0.636 0.0015 0.009 Amp -hours • it: • • 0.03 Amps 0.794 A rj 25% Derating= 2.204 Amp -hours • Standby Current Load 0.03 Amps For 24 Hours = 0.720 Amp -hours 11 Battery Pair to be Used: ;.. Total System Current Load: 12VDC Amp -hours 2.204 7AH Amp -hours kL Alarm Current Load: if 11/ 1/1 0.794 Amps For 5 Minutes= 0.067 Amp -hours 25% Derating= 0.983 Amp -hours Total System Current Load: 0.983 Amp -hours ;1 It Battery Pair to be Used: 12VDC Amp -hours 7AH ,?‘^1 :C ATTE RY SIZING CALCULATION PROJECT. Notification Appliance WESTFIELD SOUTHCENTER MALL Panel: JUST SPORTS Date: May 27 2008 ircuit Detail Wire Resistance 1.62 CURRENT TOTAL;11230 CIRCUIT: QTY, Si 11/ Device Type Alarm Current Alarm Total Wire Size 2 0 0 0 SET -MC @15CD 64 128 '4! ; Wir:Lengtii • • .• Voltage at EOL Circuit Total Total Wire Resistance ( R ) 0.97 SET -MC @30CD 98 ( WL * 2 ) * (Rift) SET -MC @75CD •175 SET -MC @110CD • • 233 2 SET-HMC-C@115CD 318 636 0. 0 2 SET-HMC-C@177CD • 445 SET -HMC @135CD 318 SET -HMC @185CD • 445 Z-MC@15CD • 64 Z-MC@30CD • 98 SET-MC-CW@110CD DEVICES= 6 233 • 466 TOTAL m A= 1230 12 19.204441 Notification Appliance Circuit Detail WESTFIELD SOUTHCENTER MALL Panel: JUST SPORTS Date: May 14,2008 1230 Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E ) (E= I* R) EOL Voltage (20.4 - E) Wire Resistance 2.58 RRENT TOTAL= 7.2 CIRCUIT: QTY SPEAKER CIRCUIT Device Type Alarm Current Alarm Total ',It! • ' • Wire Size VVireiLengthl: Voltage at EOL Circuit Total 4 70.7V 1/8 1.8 7.2 0 Total Wire Resistance ( R ) 2.58 ( WL * 2 ) * (R/ft) Total Device Load, Amps (I) (Total Cct Load) 0.01 Voltage Drop ( E ) 0.02 11 (E= I * R) EOL Voltage 20.38 (20.4 - E) DEVICES= 4 TOTAL m A= • 7.2 14 20.381424L 7.2 VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserv DESCRIPTION DRAWINGS FOR AHJ 0 LLJ co Lr) DRAWN BY: LAN DERSON DESIGNED BY: R.VEZZANI DATE:5/1 4/08 BACKROUND PLAN PROVJOEUP BY: ..JOB NUMBER: SHEET FA -O JUST SPORTS (2467) tiirte ;' Fr�uir+Il�tw�r�iinnitf��risirrWr _ _ ��1*'I�ht—;�� %Toilm� VICINITY MAP (Suite#2467) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads new heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFF#1'S Ordinary hazard Class II 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. 8. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8, Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system anj jn-the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. SYMBOL LEGEND 2 -WAY EARTHQUAKE BRACE VICINITY MAP DETAIL NOVIO SCALE WE S T RISER. DETAIL HYDRAULICS S REFERENCE ONLY NOT TO SCALE REVISIONS Just Sports Remote Area: Retail # 2467 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft? DENSITY .20 GPM / Ft' for 990 F' 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 GPM @ 94 PSI ' At time of Design 14'-0" CLG.=34% AREA REDUCTION STOREFRONT 41 LEASE NEW GYP, BO. BULKNE1z'Q0A.F?Cdep,FT NEWGYp 1o_o..FBO. BULKHEAD SOFFIT NaV GYA BD• CE11. 14'4"A.!✓,F.INC NEW CEILING. SUSPENDED GYSPSUM BD 14' -0 -ABOVE FINISH FLOOR IAF.F3 Ordinary Group II'0.200gpm/ft2 for 990.O0ft2 NEW GYp EWFF NA. BD. BAKH SOFFIT NEWDYP. OD, BULKHEAD soFFIT 12"p'A.F.F. 1q�pWA�FBD.L ADSOFFfT 1N404/..0.17; 4 GYp BA• CEIBULING J A.FF. L!V/d/dlby/VA< 17/0.0.4 aL:INN//.VW.i• EXISTING T6 ZONE PIPE a= ad fan ma co 3'-0 6'-0 12'-2 S.�r:lL17s •s Y.S rr.: ,W:ssr FIRE SPRINKLER P_4N 1/8" = 1'-0 Sprinkler Legend NO. DESCRIPTION DATE 4 -WAY EARTHQUAKE BRACE SYM. SIN R5415 QTY. 21 K 5.6 SPRAY Pendent ORIF. y2i' FIN. White TEMP. HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT Total = 21 MFR./MODEL I® # LU TO RISER RM gas4mor C® 4 APPROVAL: City of Tukwila REL G4A CONCEALOR CONT. NO.: KS0317 DRAWN BY: Martin Sokulski SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 04/07/08 'TYPICAL'FLEXABLE. SPRINKLER CONNECTION:;.. FLEXHEAD. SUSPENDED T -BAR GRID SPRINKLER HEAD FLEXHEAD DETAIL NOT '1'O SCALE FIG. 000 SW VELSWAY BRACE FITTING ifoihd BRACE PIPE 31S' KWIK BOLLT (4114" EMBED LENGTH) FIG. 1000 "FAST CLAMP' SWAY BRACE ATTACHIENT LINEPIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE (2114" "AWING T FIG.$D9 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT i BRACE PIPE FICA. PIPE CLAMP FOR SWAY BRACE ®LATERAL BRANCHLINE RESTRAINT NON•THREADEDBRACE PIPE LATERAL BRANCHLINE RESTRAINT NC)T TO SCALE 0 Hanger No._070 HILTI Kwik Bolt III Cut Rod Lgth Rounded to Neereattnch Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and A Dimension HANGED DETAIL Without Comrnentis As Noted In Red Per The Attached Letter 1 nese plans have r; ; -,,,; .,,Nr;;s by The Tukwila Fire • Prevention E times,.; current city standards. 4t::.c'c' . ,.,.. .. t.r c- cors and omissions u/1-.1ic11 .; ;r;. .. vi;.i..>,iions of adopted stanaaras.;:!I d ; :., r.... , rn: it�tlit.y for the adequacy of y i_=?`.:i ,ri t. . ,. ': 71::,i{' vitt, the de -s gner. • /additions e1: i };:,NI:; ;;r ;,::�„ ,;;: rr w, tholik drawings atter data ‘/Viii :r':irt tjl:. ?N ti ;i i';;{:' '*tie 1°iiIl require R resubmittal of rC;,N .:t, r.ir,,'rI!iigs for subuequent approval. Final acceptance ;;subject to field test and inspection by The Tukwila Fife Prevention Bureau. Date: _L//q/0 i Dy: / )1 _/ Ltat2vV:1041:AINIWMaltOMPIViarlrnimY„W:M+F.u 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/DALLAS/ DECATUR /DENVER IDUWTH /HOUSTON / KANSAS MY LAS VEGAS/ MINNEAPOLIS / PHOENIX/ PORTLAND / IAPID CITY/ST. PAUL /SALT LAKE CITY /SEATTLE Phone:425-881-0100 Fax: 425-881-3030 IM TICE Weld stamps must be inspected before pipe is hung.. Pp- not paint piping prier to hydrostatic test approval. TUKWILA FIRE DEPARTMEN`r Please call: 575-4407 and give this job and exact address for shut, • Gown or restoration .anorovall JUST SPORTS 2467 Southcenter Mall Tukwila,WA 98188 FIRE SPRINKLER PLAN N 0 2 JUST SPORTS L� '6308 • Tukwila Firp .sem. zy- - 7lo5- -- SHEET FP -1 OF 1 JUST SPORTS (2467) TYPICAL FLEXABLE SPRINKLER CONNECTION`: FLEXHEAD SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS JUST SPORTS General Notes qJ LEASEEFRONT �u w NEW GYP. BD BULKHEAOSOFFIT �EWp GY FBD' BULKHEAD SOFFIT F SUSPENDED T -BAR GRID 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Class II Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system onlyin the areas of work. All other areas are not in contract and WSFP is not responsible for exiting conditions. FLEXHEAD DETAIL NOT TO SCALE NEWGYP. BD. BULKHEAD SOFFIT lOtp•A.p.F. 4A F FBO. CEILING FIG.909 ^+ SWIVEL SWAY -- , BRACE FITTING NEW CEILING, SUSPENDED GYSPSUM BD 14'-0' ABOVE FINISH FLOOR (A.F.F) BRACE PIPE BRACE PIPE Ordinary Group II.0.200gpm/ft2 for 990.00ftz LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG.4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT n i NON•THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III EXISTING T6 ZONE PIPE Just Sports Remote Area: Retail # 2467 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II .. BACK ROOM Concrete Construction Martin Sokuls MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 990 Ft' SPRINKLER Reliable Model G4A ORIFICE 1/2" K" 5.6 ®tiWS®1 3'-0 6' - Bottom of Concrete to Center Line of Pipe Note on Plan Swivel Ring WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 309 GPM © 94 PSI At time of Design 14'-0" CLG.=34% AREA REDUCTION t g asCifigaBCO B LxiLtr., �+sC3t Lie Nota on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE WEST RISER DETAIL HYDRAULICS REFERENCE ONLY NOT TO SCALE JUST SPORTS FIRE SPRINKLER PLAN 1/8" = 1'-0 CONTRACTOR SYMBOL LEGEND REVISIONS Sprinkler Legend APPROVAL: City of Tukwila 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE DESCRIPTION DATE HYDRAULIC REFERENCE POINT R5415 QTY. 20 1 Total = 21 K SPRAY Pendent Brass 165°F Pendent 155°F MFR./MODEL REL G4A CONCEALOR REL G4A CONCEALOR CONT. NO.: KS0317 HANGER SYMBOL DRAWN BY: Martin Sokulski SPRK. ON SHEET: SEE LEGEND BRANCHLINE RESTRAINT SPRK. ON JOB: itt Western States Fire Protection Company DATE: 07/21/08 7102180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY - OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS 1DECATUR /DENVER/DULUTH/ HOUSTONI KANSAS CITY LAS VEGAS/MINNEAPOLIS I PHOENIX / PORTLAND / RAPID CITY/ ST. PAUL /SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 JUST SPORTS 2467 Southcenter Mall Tukwila,WA 98188 FIRE SPRINKLER PLAN SHEET FP -1 OF 1