Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PP - 657 SOUTHCENTER MALL - METROPARK - PERMITS AND PLANS
657 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-202 12-S-112 08-S-134 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: (D 57 Sou- [c1 ITL./ Ma. / I Suite Number: /525 Floor: Tenant Name: L-Nr1A\CfC\ New Tenant? ❑ - Yes I=1- No Property Owner's Name: liD2S \ceN \mT&TILT Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name:.` 1rx�n Day Telephone: gZ6-'4-f 8/-7LQ/, 9 Company Name: Cro(. X1 •Piw_ acterion, inc Mailing Address: PO X 121lin 111 O,°.ek t 1 OO 2. E-mail Address: e A'�(//_7'f('D� n (»7) city Fax Number: !/2L'ettii/7 4 ' V � (r City State Zip Valuation of Project (contractor's bid price): $ . 00 Scope of Work (please provide detailed information): POO( C7) -��1r. c . fir) 11f PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ER OR AUTHORIZED AGENT: Signature Print Name Y-Sr g9so? Plan Permit App.doc 5/14/10 Date: /23( I2— Day Telephone: /12.c-eig' 77t'9 TFD FP Form 8 s FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Metro Park 657 Southcenter Mall Permit No.: 08-S-134 Date: April 24, 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. • 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 (#.(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. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Landlord Storage Area 657 Southcenter Mall Permit No.: 12-S-112 Date: May 29, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. Job Number: KS0309 Report Description: Ordinary Group II Job Number KS0309 Design Engineer Adam Kanter Job Nemo Metro Park Stole Carat:elk&License Number WESTESF136QF Address 1 657 Southcentner Mall Al -U City of Tukwila Address 2 Job Site Southcenter Mall Cy Tukwila State Wa Zip Code 98188 Drevang Name FP -1 .cad Most Demanding Spreader Oda 5.6 K -Factor 26.00 at 21.556 Occupancy Ordinary Group II Hose Allowance Al Source 250.00 Density 0.20gpm/ft2 Area of Appicebon 1008.00ft2 (Actual 1008.49ft2) Addlionel Hose &MOM Node Flow(gpm) Number Of Sprinklers Coked 10 Coverage Per SprinIder 100.00ft2 Total Hose Streams 250.00 System Flow Demand 274.12 Tot Water Required (Inducing Hose Allowance) 524.12 Maximum Pressure Unbalance In Loops 0.000 Moan= Velocity Above Ground 17.00 between nodes 74 and 46 Maximum Velocity Under Ground 1.04 between nodes 1 and 276 Volume seaway of Wet Pipes 2296.20gal Volume capacity of Dry Pipes 0.75ft3 i$00•0::g.iti.i Node 1 Hose Flow (gpm) 250.00 Static (psi) Residual @ Flow f psi) (gpm1 140.000 20.000 1 10900.00 Available Total Demand (psi) (gpm) 139.563 1 524.12 Required (psi) Safety Margin (Psi) 59.373 80.190 PAID :T. 2 29081 ukwo Fire Coitracar Contrector Number KS0309 Contact Name Adam Kantner Contest Tele Project Manager Contractor Name Western States Fire Protection On. 425.881.0100 Extension Address I 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 email City Redmond WA _ Zip Code 98052 Web -S11. k. M.E.P.CAD, Inc. AutoSPRINKS VR5 v5.2.6 04/22/2008 11:21:23AM Page 1 Job Number: KS0309 Report Description. Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 102 26.08 26.00 5.6 21.681 Sprinkler 106 27.22 26.00 5.6 23.621 Sprinkler 103 26.08 26.00 5.6 21.697 Sprinkler 110 30.50 26.00 5.6 29.659 Sprinkler 101 26.00 26.00 5.6 21.556 Sprinkler 109 29.34 26.00 5.6 27.458 Sprinkler 104 26.10 26.00 5.6 21.718 Sprinkler 105 26.64 26.00 5.6 22.629 Sprinkler 107 27.93 26.00 5.6 24.880 Sprinkler 108 28.23 26.00 5.6 25.420 rr> Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21: 24A M Page 2 Job Number: KS0309 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 15 14-6 E(2-0) 26.591 17 14-6 E(2-0) 28.411 19 14-6 PO(5-0) 26.682 21 14-6 E(2-0) 35.822 22 14-6 PO(5-0) 27.392 27 14-6 PO(5-0) 36.048 29 14-6 PO(5-0) 28.712 34 14-6 PO(5-0) 29.901 46 14-6 PO(5-0) 32.837 49 14-6 PO(5-0) 33.024 74 14-6 2P0(8-0) 42.972 75 14-6 2P0(8-0) 42.901 77 146 PO(8-0) 42.891 118 14-2 46.214 221 1-11 52.238 276 5-8 BFP(-4.500) 55.128 285 1-11 P0(37 -81A) 52.199 102 12-0 Spr(-21.681) 21.681 26.08 106 12-0 Spr(-23.621) 23.621 27.22 103 12-0 Spr(-21.697) 21.697 26.08 110 12-0 Spr(-29.659) 29.659 30.50 101 11-0 Spr(-21.556) 21.556 26.00 109 14-0 Spr(-27.458) 27.458 29.34 104 14-0% Spr(-21.718) 21.718 26.10 105 140'x4 Spr(-22.629) 22.629 26.64 107 14-0,4 Spr(-24.880) 24.880 . 27.93 108 14-0 Spr(-25.420) 25.420 28.23 1 -4-0 S 59.373 274.12 k, m M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:24A M Page 3 Job Number: KS0309 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Route 1 DR 1.049 Q=26.00 9.65 C=120 0.211434 25-8Y2 Pf 7.341 101 11-0 q=26.00 K=5.6 21.556 Spr(-21.556) 9-0 Pe -1.505 22 14-6 27.392 2E(2-0), PO(5-0) 34-8Y2 Pv BL 1.610 Q=78.16 12.32 C=120 0.201110 28-0 Pf 5.631 22 14-6 27.392 Pe 49 14-6 33.024 28-0 Pv BL 1.610 Q=106.39 16.77 C=120 0.355803 19-9 Pf 9.878 49 14-6 33.024 8-0 Pe 75 14-6 42.901 P0(8-0) 27-9 Pv CM 4.260 Q=166.24 3.74 C=120 0.007108 10-0 Pf 0.071 75 14-6 42.901 Pe 74 14-6 42.972 10-0 Pv CM 4.260 Q=274.12 6.17 C=120 0.017932 155-4Y: Pf 3.097 74 14-6 42.972 17-4 Pe 0.145 118 14-2 46.214 2Ee2(5-3), fE(6-9%) 172-8Y: Pv CM 6.357 Q=274.12 2.77 C=120 0.002553 111-5 Pf 0.678 118 14-2 46.214 154-4 Pe 5.307 285 1-11 52.199 3fE(10-0), E(17-7), fT(25-0), 265-9 Pv CV(40-3), GV(3-9Y2), PO(37-8%) FM 8.329 Q=274.12 1.61 C=120 0.000685 24-8Y2 Pf 0.039 285 1-11 52.199 32-0 Pe 0.000 221 1-11 52.238 2fE(16-0) 56-8Y2 Pv MS 10.020 Q=274.12 1.12 C=120 0.000278 20-2 Pf 4.524 221 1-11 52.238 67-0 Pe -1.635 276 5-8 55.128 3LtE(16-0), BV(19-0), BFP(-4.500) 87-2 Pv UG 10.400 Q=274.12 1.04 C=140 0.000175 113-1 Pf 0.045 276 5-8 55.128 146-8 Pe 4.200 1 -4-0 59.373 3LtE(25-6), E(35-1), 2EE(17-612), S 259-9Y% Pv so Route 2 DR 1.049 Q=26.08 9.68 C=120 0.212572 24-2 Pf 5.983 102 12-0 q=26.08 K=5.6 21.681 Spr(-21.681) 4-0 Pe -1.073 15 14-6 26.591 2E(2-0) 28-2 Pv BL 1.610 Q=26.08 4.11 C=120 0.026390 3-5 Pf 0.091 15 14-6 26.591 Pe 19 14-6 26.682 3-5 Pv BL 1.610 Q=52.16 8.22 C=120 0.095167 7-5Y2 Pf 0.711 19 14-6 26.682 Pe 22 14-6 27.392 7-5Y2 Pv 48ik Route 3 DR 1.049 Q=26.08 9.68 C=120 0.212711 23-5Y2 Pf 6.056 103 12-0 q=26.08 K=5.6 21.697 Spr(-21.697) 5-0 Pe -1.071 19 14-6 26.682 P0(5-0) 28-5Y2 Pv = Route 4 DR 1.049 Q=26.10 9.69 C=120 0.212902 24-9 Pf 7.189 104 14-0% q=26.10 K=5.6 21.718 Spr(-21.718) 9-0 Pe -0.195 29 14-6 28.712 2E(2-0), PO(5-0) 33-9 Pv BL 1.610 Q=53.31 8.40 C=120 0.099099 12-0 Pf 1.189 29 14-6 28.712 Pe 34 14-6 29.901 12-0 Pv BL 1.610 Q=79.95 12.60 C=120 0.209727 14-0 Pf 2.936 34 14-6 29.901 Pe 46 14-6 32.837 14-0 Pv BL 1.610 Q=107.89 17.00 C=120 0.365085 19-9 Pf 10.135 46 14-6 32.837 8-0 Pe 74 14-6 42.972 P0(8-0) 27-9 Pv e+ Route 5 DR 1.049 Q=26.64 9.89 C=120 0.221147 24-9 Pf 7.467 105 14-0/2 q=26.64 K=5.6 22.629 Spr(-22.629) 9-0 Pe -0.195 34 14-6 29.901 2E(2-0), PO(5-0) 33-9 Pv 64. Route 6 DR 1.049 Q=27.22 10.10 C=120 0.230103 23-5V2 Pf 5.861 106 12-0 q=27.22 K=5.6 23.621 Spr(-23.621) 2-0 Pe -1.071 17 14-6 28.411 E(2-0) 25-5% Pv BL 1.610 Q=27.22 4.29 C=120 0.028566 10-6% Pf 0.301 17 14-6 28.411 Pe 29 14-6 28.712 10-64 Pv = Route 7 DR 1.049 Q=27.93 10.37 C=120 0.241427 24-9 Pf 8.152 . 107 14-0% q=27.93 K=5.6 24.880 Spr(-24.880) 9-0 Pe -0.195 46 14-6 32.837 2E(2-0), PO(5-0) 33-9 Pv = Route 8 (Y ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:25AM Page 4 Job Number: KS0309 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream DR 1.049 0=28.23 10.48 C=120 0.246269 22-9 9-0 31-9 Pf 7.819 Pe -0.215 Pv 108 14-0 q=28.23 K=5.6 25.420 Spr(-25.420) 49• 14-6 33.024 2E(2-0), PO(5-0) GO Route 9 DR 1.049 Q=29.34 10.89 C=120 0.264482 24-3 9-0 33-3 Pf 8.794 Pe -0.204 Pv 109 14-0 q=29.34 K=5.6 27.458 Spr(-27.458) 27 14-6 36.048 2E(2-0), PO(5-0) BL 1.610 0=59.84 9.43 C=120 0.122709 47-9 8-0 55-9 Pf 6.842 Pe Pv 27 14-6 36.048 77 14-6 42.891 P0(8-0) CM 4.260 0=59.84 1.35 C=120 0.001074 10-0 10-0 Pf 0.011 Pe Pv 77 14-6 42.891 75 14-6 42.901 es Route 10 DR 1.049 0=30.50 11.32 C=120 0.284037 23-5A 2-0 25-5'V2 Pf 7.237 Pe -1.075 Pv 110 12-0 q=30.50 K=5.6 29.659 Spr(-29.659) 21 14-6 35.822 E(2-0) BL 1.610 0=30.50 4.81 C=120 0.035262 6-5 6-5 Pf 0.226 Pe Pv 21 14-6 35.822 27 14-6 36.048 E uivalent>Pi ;t e . thsof Valy and E En12fS:v0:;::>:::>::::>::::>::> C:4f lie: irtti tfip5 r > > : 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 / (Il ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:25AM Page 5 Job Number: KS0309 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary AO BL CM DN DR DY FM FR MS OR RN SP ST UG Pe:i:Yf?e.;ts9er 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 BaIV BFP BV C cplg Cr CV DeiV DPV E EE Eel Ee2 FDC fE fEE fig FN rr 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 11'/.° 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 �1 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:25AM Page 6 Job Number: KS0309 Report Description: Ordinary Group II Supply at Node 1 Pressure, psi > cn o $i 8 n 8 8 `8 o 2 11 1 11 1111111111111111111111111 1111111111111111 111111111111 1111 1 111 11111111111111111111 11/1111 Static Pressure 140.000 with hose streams „524.12 274.12 @ 59.373 System demand curve_ 10900.00 @ 20.0001 1 1111111111111111111111111/11111 11 1 I 1 1 1 I 1 1 1 1I I 1 Il 1 1 11 1 1 1 1 1 1111111I1 111111111 I I I f I I I 1 U p T100�°° 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 A fable Prassur.Tbne of Test 139.563 @ 524.12 System Demand 274.12 @ 59.373 System Demand (Including Hose Allowance) 524.12 @ 59.373 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:26AM Page 7 Job Number: KS0309 Report Description: Ordinary Group!! © M. E P .0 A D , Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:27AM Page 8 A FUMM SHEET INDEX Pa% FIRE ALA TUKWIL 9 EM INGTON NERAL NOTES SYMBOLS LEGEND SHEET \UvI3ER SHEET TITLE SYSTEM I\FORV ATI O \ TYPICAL DETAILS A\D MOU\TI\G FIRE ALARN/ SYSTEM FLOOR PLA\ FOR SIEMENS SYSTE DO ,NOT INSTALL ADDRESSA DEVICES ADDRESS. LE 'INITIATING DEVICES UNTIL PREPGRAMMED. WITH QUANTITY SYMBOL ,'DESCRIPTION MANUFACTURER BACKBOX MOUNTING HEIGHT SIEMENS PROVIDED 66" A.F.F. TO TOP NUMBERS ADJACENT TO DEVI' DEVICE 01-1-02 WOULD BE SYSTEM; CALCULATIO\S (GENERAL), RISER, SITE PLA\ 2. DETECTOR AND AUDIBLE CII 3. AUDIBLE/VISUAL CIRCUIT WO BRANCHING IS PERMISSIBL` 4. INSTALLATION SHALL BE IN ELECTRIC CODE, NFPA 72, L 5. INSTALLATION MATERIALS (I STANDARD BOXES, FIBER OP .. ARE NOT SUPPLIED BY SIEME YN BOL DENOTE .DEVICE CIRCUIT/ADDRESS 1:COND DEVICE' ON ADDRESSABLE LOOP 1. T Pi,pLARITY SHALL BE OBSERVED. G IS SUPERVISED. NO PARALLEL t0 a N 0 0 N 0 LL v a 0 E 0, 1 0 0 AcccPTE \Vithout Comments As Noted In Red Per The Attached Letter i hese plans have been reviewed by The Tukwila l=ire Prevention Bureau for conformance With current city standards. Acceptar e is ubi,: ct to errors and omissions which dc, r,c, authorize violations of adopted standards and ores!ris ; I:0 . The responsibility for the adequacy of tk_)taily with the designer. Additions, deletions or revisions to these drawings atter this date will void tnis.acceptance ;end will require a . resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau.. y NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. ICT;;} CONFORMANCE WITH THE NATIONAL L; ODE(S), AND/OR AUTHORITY HAVING JURISDICTION. ii CNDUIT, WIRE, FITTINGS, HANGERS, 'ABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ABERUS DIVISION. ED IN DIRECT :ITS. PER NFPA 72 2-3.5.1 RESPECT TO CONDUCTOR SIZE, & OR CABLE 'TRAY;: .;CONDUCTORS SHALL BE PERMANENTLY, E IDENTIFICATION. SIEMENS PROVIDED FA-JBO> SIEMENS PROVIDED 66" A.F.F. TO TOP 66" A.F.F. TO TOP Lf i cv N %0 N Date: By: WarnbaltaINIMIlmanIallidg 1 UKWILA FIRE DEPARTMEN Please call: 575-4407 and give this job - �- No. OS and exact address for shuts own or restoration approval, WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CO\DUIT FILL CHART WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER DF 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) S' STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A , ANNUNCIATOR, TWISTED PAIR W/ SHIELD' #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWO #14 FPL/FPLR RED (JACKET) V; SPEAKER CIRCUIT - RETURN TWO #14 FPL/FPLR RED (JACKET). I REMOTE INDICATI❑N LIGHT TWD #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 INITIATI❑N TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B;; BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE . TYPE DIMENSIONS AREA ' TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO . 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 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. ; 6. DETECTORS SHALL NOT BE .N AIR STREAM OF AIR SUPPLY'': 7. WIRING SHALL BE PER PLAN TYPE, QUANTITY AND COLOR AND UNIQUELY MARKED FOR: 8. INSTALLING CONTRACTOR SH, DRAWINGS FOR "AS BUILT" P ;INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP ;VERIFY IN FIELD SIEMENS 4S DEEP VERIFY IN FIELD !''':LINEAR BEAM SMOKE DETECTOR SIEMENS SIEMENS PBA -1191 SIEMENS 4S DEEP 4S DEEP PROVIDED VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD 9, FOR ADDITIONAL INSTALLATIO SHEETS AND/OR INSTALLATIK 10. THE 120vac POWER ELECTRI.G' MUST COMPLY WITH ARTICLE; SPECIFICALLY SECTION 1-5.2= SOURCES. 120vac POWER SH' DIRECT SUPERVISION OF FIR 11. ALL HORN/STROBE AND STR OF 80" A.F.F. OR 6" BELOW 12. ALL MANUAL PULL STATIONS ACTIVATION DEVICE. TURN ONE SET OF ACCURATELY MARKED 6 ;RUCTIONS, REFER TO CATALOG CUT RUCTIONS: 13. ALL PANEL NUMBERS AND .0 AD2-P SIEMENS w/HFP-1 1 4S DEEP W/ 1G RING CEILING DUCT HOUSING VERIFY IN FIELD RK SUPPLYING FIRE ALARM SYSTEM PANELS aND 760 OF NFPA 70, ,N.E.C. AND NFPA 72, ;N REFERENCE TO DEDICATED BRANCH POWER T BE APPLIED TO FIRE ALARM PANEL WITHOUT M TECHNICIAN. EVICES SHALL BE MOUNTED AT A HEIGHT ED CEILING, WHICHEVER IS LESS. L BE. MOUNTED AT 48" A.E.r. TO TI -IE S WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE ; 'OM !DEDICATED' CIRCUITS FROM THE EMERGENCY GENERATOR, PER NFPA 72 SECTION 5-3 THE CONSTRUCTION CLEAN - EXCEPTION: WHERE REQUIRE FOR PROTECTION DURING CO DETECTORS THAT HAVE BEE TRADES SHALL BE CLEANED :SJR REPLACED CHAPTER 7. 16. WIRING SHALL RUN CONTINU AND THEN FROM DEVICE .TO OTHER BACK BOXES OF ,DIF 17. ALL WIRING SHALL BE METE AND FREE OF SHORTS BET FINAL EQUIPMENT TRIM. 15. S -HP -MCS SIEMENS TC ;!,FIRE ALARM ;SPEAKER STROBE (WALL MOUNT) iFIRE ALARM ''STROBE ':I,KCEILING MOUNT) ;I; FIRE ALARM ,STROBE ,C;'i(WALL MOUNT) ��I''FIRE ALARM :1:ISPEAKER I," (CEILING MOUNT) j1FIRE ALARM "SPEAKER . (WALL MOUNT) S -HP -MCS SIEMENS -W U -MCS -W SIEMENS U -MLS -W SIEMENS S -HP -C SIEMENS S -HP -W SIEMENS 4S DEEP W/ 1G RING CEILING 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM CEILING 1'.3 DETECTORS SHALL NOT BE INSTALLED UNTIL P OF ALL TRADES IS COMPLETE AND FINAL. BY; THE AUTHORITY HAVING JURISDICTION STRUCTION. ;INSTALLED; PRIOR TO FINAL CLEAN-UP BY ALL IN ACCORDANCE WITH NFPA 72 FROM FACP TO FIRST DEVICE ON A CIRCUIT VIa'E WITHOUT SPLICING IN •PULL, BOXES OR T; CIRCJITS. JXRIFIED TO BE CONTINUOUS; FREE OF, GROUND 'OND;UCTORS AND OTHER CIRCUITS PRIOR TO AFTER MULTI -VOLTAGE CONTROL RELAY U -MCS -WP SIEMENS 80" A.F.F. TO BOTTOM U.O.N. CEILING 4S DEEP BOX IN/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM FWB-1 VERIFY 1-1/2" PIPE IN FIELD MR -201/C AIR PRODUCTS 4S BOX VERIFY IN FIELD REV. BY: z a DESCRIPTION SHOP DRAWINGS FOR AHJ 03 1.1J 0 < rn CI) in 2 <«« MAGNETIC DOOR HOLDER FIRE ALARM TERMINAL CABINET JUNCTION BOX Ir' 18. ALL CABLES SHALL BE MARA$ INDICATED ON FIRE ALARM RISER WITH A PERMANENT, LABEL AT ALL: ;EVICS, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACT° OUTSIDE AND INSIDE, OF TH AFTER C,ON PLETI ON OF THEI 20. DETECTORS; MUST BE RATE IT IS LOCATED:, 21. AL( WIRING BETWEEN: FLOOR 22. NFPA 72 2002 6.4.2.2.2 ALL PHYSICAL CONDUCTORS (E.G INSTALLED., SUCH THAT THE ' FROM 'AND RETURNING TO .TN ROUTED : SEPARATELY. THE CONDUCTORS . SHALL NOT B MULTI -CONDUCTOR CABLE), 2 SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END NFPA 72 2002 'A.6.4.2.2.2 ADEQUATE SEPARATION BETW THIS SEPARATION IS REQUIRE CABLES FROM PHYSICAL DA SEPARATION TO PREVENT. P THE CABLE IS INSTALLEa VE CABLE IS INSTALLE1/ iLL CLEAN ALL DIRT .AND `DEBRIS FROM THE EIRE ALARM. BACK: BOXES AND JUNCTION . BOXES' JS�TALLATION.; EMPERATURE IN" THE ENVIRONMENT" IN WHICH 8-1 "LL BE ;LOCATED• IN CONDUIT: TY! ES OF ,',CLASS :�A CIRCUITS USING ETILLIC OPTICAL FIBER) SHALL BE INC AND RETURN CONDUCTORS, EXITING TROL UNIT, RESPECTIVELY; --ARE, IG AND RETURN; (REDUNDANT) CIRCUIT IN THE' SAME CABLE ASSEMBLY (I.E.,. CL6 URE OR RACEWAY.' • SAL OF x'6.4 2.2:2 IS TO PROVIDE:. ,THE OUTGOING •: AND : RETURN CABLES: TO ,;;HELP ENSURE .PROTECTION OF THE 'HE RECOMMENDED MINIMUM DAMAGE; IS 305 MM (1 FT) WHERE ICA, D LY AN1..22 M (4 .FT) WHERE .TF ran, U.❑,N. ABOVE FINISHED FLOOR BY OTHERS NOT. APPLICABLE N/A N/A N/A VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD N/A N/A N/A N/A N/A UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A AS BUILT RED .ADD OR CHANGE GREEN H REMOVE AS BUILT N/A N/A N/A N/A N/A N/A N/A N/A Tuk DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI BACKROUND PLAN PROVIDED BY: SHEET FA -701 • ' I •11 (striF2)2. 4 4' •.:.t.t•::::;ge 8' — A.F.F. 8' rr 3 TOCK POOM ............ ....... TOILET 30 C 2S,2V \ •>' Fr MAL. • 19.53 H c:L 0z 11 14' — A.F.F. z 4 r. • •!1';''. DESCRIPTION ; • , . t".‘ ,2V 5/9/08 .... i /h R. ! 'F. R . 4.- r— . r .. •;:. ,r ;•,)•. 1 ., 'Nks,1 N. '''‘. ....... ........ • 11 i , •• 1 i , ..... IC, ., ir ...: • ,., \ .. . 302F.R. CO . S • ' (":,/, 1. rS L OUNCE 111 0 5 C 2S,2V c:::— D rrrr.r,- v., f I-. ••.; , •': C...,-.: D,I • . , R ,' ..... . . , ; ,.: 47---FA—BN .--- . .... .... .... ..... .... .... _ .... ..... ..... ..... • . . . . , ..„ ' 4 • ,. . . 1 ; 1 , .... ‘ , ' 4ill 1 - • . , ' . .' , , 4 10'—G' A, . . . . -i • : , N. ' . L ' i 1 0,4 3 x : METROPARK FIRE ALA ;1 RETAIL SPACE A.F.F. r' ................... 4727\ 4,,r, 4r.o. • • - 2S,2V _ iP ) 1:: CLUNG I_ SPACE ,; VI SYSTEM FLOOR PLAN SCALE 1/84 !! • ' k ';. :61 •• .I. 111 • .'• • 7LAG NO S: 'II Cm Ci) 1,0 CO SE/REVISIONS FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. DETECTOR ON RETURN SIDE OF ALL VAV UNITS.(SEE SIEMENS INSTALLATION SUBMITTAL FOR FIELD LOCATE SIEMENS DUCT 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. , A REV. BY: z 4 DESCRIPTION SHOP DRAWINGS FOR AHJ DATE 5/9/08 9 < < < <I< CO CO Tr- . --I co rr'z w cc o Ocn F- EL z z 2 w cc ocn cc 5 x< ©C w w 0.te LO I— co rTh 0 0 LL DO NO I\ST LL IT ADDRESSABLE N DEVICES di\-FIL_ PREPROGRAMMED W DEVICES ADDRESS. 411 „ . Copyright , 2006 by :thiardian Security Systems, Inc. All Rights Ren's;sleiNr.,1'1, 6ALE: i/8"=l' DRAWN. BY: LANDERSON DESIGNED BY: R.VEZZANI DATE:5/09/08 BACKROUND PLAN PROVIDED. BY: 1..0B NUMBER:54530 SHEET FA -03 .55 rt 4 4 Is N A L.L.I 0 1000 . • 1010 ------ _ -- „__ ES V 1 I N I v 1._ Hi 'DILE : sc4 I • > (7) 1 ---- • II 1 560 1 • -) • I ••••, ,J • LC) 11020 R IV: E3PEW 54 ELF!: MP' L. :;c0om • -, [C11 THE I. \: Co. 11001 be be 11 I 0 I CC)ACI--1 1115 ------ -- Tc. RE! t.,ti,',/;E AZTECA MEXICAN m /vs:: GRILL_ CALIFORI\IIA PIZZA , TCHEN LOADIN1,1 L1')Cl< 17: RISER ROOM C. 15,30 1125 D P F C (11 A 1'1 R2 1 METROPARK WESTFIELD SOUTHCENTER MALL • [ Lii 11401 [Pil 14651 TOILE I ic.1,jf • ;15 ILLUMINATIONS I 475 ] STARBUCKs [ 14801 145L SCALE 11374 S,2V S,2V S,2V S,2V 2S,2V 2S,2V .110 C 75 C., 3 C •30.. 30 EOL -S1 2S,2V D FA -$31:1X FACP EX RISER DIAGRAM U D,I 21 'I • SYSTEM CALCULATIONS .i; II 1I I 1 • ', • '1 • • ' METROPARK METROPARK • .• t.j.ht, • • • ! • • ; '•",•,',••.. • • • • FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations J•t c _;II •:;'• Current Load: 1'1,, . Standby: Alarm: Current Load: '1 ;1 • Standby: Alarm: • • ,:: •,.•1 ; DeiiiceITOe HF7L11 AD:17P ;? '11 Qty 1 2 0.0731 Amps 0.0022 0.0635 0.009600 0.001600 0.005 Amps Total 0.0022 0.0635 0.0096 Amps 0.0023 0.064 : , 1,• "J:!' !, , ,0.0731 For 24 Hours = 0.021 0.0035 Amps Total 0.064 0.042 Device Type Main System Board • , SET -MC @15CD 1.754 0.106 Amp -hours SET -MC @30CD ,•_ SET -MC @75CD @110CD ii'SET-HMC-C©115CD SET-HMC-C@135CD Amps i'SETLFIMC-C©185CD @15CD @30CD •Qty 3 1 1 2 Amps 0.03 Total 0.03 Amps 0.030 0.064 0.098 0.175 0.233 0.318 0.318 0.445 0.064 0.098 Total 0.030 0.294 0.175 0.233 0.128 •,, 0.0015 , , • Ali Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours 0.03 Amps 0.86 Ami5S • 1; i 111. 25% Derating= 2.204 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours II.' ! : • • Total System Current Load: Battery .Rair to be Used: I• ' 11 '11 • 12VDC Amp -hours 2.204 7AH Amp -hours r••,•:.• ,• Alarm Current Load: 0.86 Amps For 5 Minutes= 25% Derating= 0.072 0.990 Amp -hours Amp -hours Total System Current Load: 0.990 Amp -hours Battery Pair to be Used: 12VDC BATTERY SIZING CALCULATION Amp -hours 7AH ;•• RELEASE/REVISIONS tt. :11 4.1 • I I.; • 1 ! • cij` El • •, - ---- re ---- Notification Appliance Circtiit Detail •i•. • PROJECT: WESTFIELD SOUTHCENTER MALL :•!.1 ;:v- DATE . Panel: METROPARK . . Wire:Resistance :', I '.82-. ', ', , • . 0 Date: May 14, 2008 •. , . . ,.,. CURRENT TOTAL= . . 830 _ CIRCUIT: S1, •.. . . !' , ' ----------- QTY Device Type Alarm Current /arm Total Wire Size Wire Length Voltage at EOL Circuit Total _ 0' SET -MO @15CD 64 _ ' 0 - I Total Wire Resistance ( R ) 1.04 3 SET -MC @30CD 98 294 :" ( WL *2 )*(R/ft) __ 1 SET -MC @75CD 175 , 175 _ _ _ _ _ Total Device Load., Amps (I) 0.83 SET -MC @110CD 233 233 --1 (Total Cct Load) 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E ) 0.87 0 -- ---- - --- SET-HMC-C@177CD 445 0 • (E= I * R) 0 SET -HMC @135CD 318 0 EOL Voltage 19.53 • 0 SET -HMC @185CD 445 0 (20.4 - E) 2 Z-MC@15CD . , . 64 128 0 . .. ' Z-MC@30CD . ' 98 . : : -0 • - 0 SET-MC-CW@110CD 233 0 . . - • •. . • DEVICES= 7 : , : :. •TOTAL m A= . 830 12 322 : 19.53407761 830 ----- _, • ' - i • PROJECT: , WESTFIELD SOUTHCENTER MALL ---. . . • Panel: METROPARK . , . Wire Resistance 2.58 .,. Date: May12, 2008 . CURRENT -TOTAL= 9 • CIRCUIT: SPEAKER CIRCUIT • . : : ' , , . QTY : : ... , ...• :, Device:Type . - Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL ' Circuit Total • •, • 5 , 70.7V118 , • : ' . '. : 1.8 • . 9 Total Wire Resistance ( R ) 2.58 - , 30, E, .. , .. .. . .; . - ,, 0 0 _ . '( WL * 2 ) *(R/ft) • _ 0 ' 1 • '' . • .' ': • -• 0 0. , . . Total Device Load, Amps (I) ., 0.01 0 • • . , . , . • - • . : , y . 0 . ' 0 . ', . (Total Cct Load) 0 . ...: :'' • 0 • . 0 -- , Voltage DroP.(E ) '' 0.02 . 0 • 0 0 - : , ; ..,,, _ (E= I * R) .: ' i ' : • 0• , 0 0 1_ , .,, . 141 EOL Voltage ' 20.38 0 • . 0 0• _ _______ , (20.4 - E) 0 0 • .. 0 , ;,•'' .' .. . . 0 :. ' ‘. .• ,. •• - • .0 - .. . . • 0. . ,. • • ; .• ., I:q . ... : .. . • DEVICES= 35 . TOTAL mA= . : • : 14 • ' 500. ', ., h$,. 20.37678 . . . - , • I • •••; ! 1 r I • I. REV. BY: Z DESCRIPTION SHOP DRAWINGS FOR AHJ DATE DO 0 -....„.: 0) •-•...„. If) • : :*41 11 ! 1 • 0 0 41 DRAWN BY: 'ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/09/08 BACKROUND PLAN PROVIDED BY: III 'I _VOLTAGEULATIO, Copyright 2006 by Guardian Security Systems, Inc. All Rights Re'ervec)!,§ii;'ii, „ r 14(1101 • ...10B NUMBER:54530 SHEET FA -04 4E) MALL CONCOURSE7 44E) ADJACENT TENANT - NO WORK THIS STORAGE LEASE L T us ok).G\Q/ D. �• e 0,k .c I li I: 4E) ADJACENT TENANT SPACE - NO WORK 71415 AREA7 LBACIC OF HOUSE CORia1©OR 7 AREA O +,/- -0' I TENANT SPACE- /I\ NO WORK THIS AREA � REFLECTED CEILING PLAN 1 /8' = 1'-0" NO WORK THIS ARE, No ( k STORAGE AREA LEASE LNE Design per NFPA 13, Ordinary Hazard, Group 2 All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart e 1— Add Reliable Model G Standard Response 165° Pendents 1/2 x 1/2 o 6 — Add Reliable Model G Standard Response 165° Uprights 1/2 x 1/2 o E — Existing pendent no change 7 — Total ❑ Wit ut Comments ❑ As Noted in Red 12i Per The Attached Letter "hese plans have been reviev:red by The Tukwila Fire &vention Bureau ff; .. Yo; marc- with current City randardS. Acct+-- i . _. beci to errors and i nisslons which or. • vio!7-7-t or+s of adopted :andards and pi ? ..r• f: soonsibility for the .,.deGuacy of dev,j:, . :.. th the designer. additions, d&etio; - r •e_e drawings after this date will VC:a will require a resubmittal of revise ; r.- : ; iuesequent approval. Final acceptance is subject CO field test and inspection by The Tukwila Fire Prevention Bureau. Date:'a/a- By: A„�SI I TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact addic,ss for shut- down or restoration approval. IN AISEISMICNER SAPS E REQUIRED TOP BEAM/ C -CLAMP WITH SET SCRE' 3/8' ALL THREAD ROD PIPE Svi RING STEEL JOIST/TRUSS . HANGER DETAIL NTS don, lar; rkspitoos.,' IRAudg irmswa, 41. rth, 14r0°Sh Dece0 o • CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113..:., MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7889 Landlord Space 1525. 657 Southcenter Mall Tukwila, WA 98188 DATE:5.23.1z I DRAWN: SCALE:...I i PAID MAY 23 2012 KWILA FIRE ; 27a ,;3 -?'O--• VICINITY MAP (Suite# 657) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. GHJ Ordinary Group Il'0.20gpm!ft2 for 1008.00fiT c?r---/,Tk I cc + 110 a roti 0- EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE Iga 3.L4 8'- 0" A.F.F WALL I ; 3-4 2 I c7 i 11 0-1'h 10=0 14 mir�.za ria® 10! 10-0 3-10! L. 0 It 091 I e 0-11% 1 p• a -2% cCLG 10'- 6" A.F. .i iI ` ". mi•- I --L o �0 1 O o > CLG 12'- 0" A.F.F TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE i •• SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. 808 SWIVEL SWAY BRACE FITTING ®I 3- KWIK BOLT (21W EMBED LENGTH) FIG. 1000 �"-----FAST CLAMP' SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE *43' FIG. 4A PIPE CLAMP FOR SWAY BRACE FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT 318' KWIK BOLT (21W EMBED LENGTH) // LATERAL BRANCHLINE RESTRAINT L I NON -THREADED BRACE PIPE BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE EXISTING 4" MAIN ZONE T-1 EXISTING r MAIN ZONE T-1 r v 441h f -9% wll 40+,s,;(<NI 6 I3-cP2 t ,\0 I 8'- 0" A.F.F i''4.9 FIRE SPRINKLER SYSTEM 118"=1'-0" METRO PARK Remote Area: Retail # 657 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft DENSITY .20 GPM I Ft= for 1130 Ft= SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 274.12 GPM @ 55.12 PSI 14`- 0" CLG. = 37.5% AREA REDUCTION D c'ILE TIOTRCE Weld stamps must be 3nsp :ted before pipe is hung. Do not paint piping prior to hydrostatic test F/ hprovaL Without COMM= As Noted In Red Per The Attached Letter these plans have been reviewed by The Tukwila Fire Prevention Bureau tar co::fcrmance with current city standards. Acoec:.:nce ?!•;Libi ct to errors and omissions /i; ri 1 'u:, not ::ii:tho1'ize violations of adopted standards and ;; VICINITY MAP (Suite# 657) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existingfire sprinkler system to remain. Western States Fire Protection will modify the existing system existinthe sf work. All other areas are not in contract and WSFP is not responsible for EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE Ordinary Group I1'0.20gpnuft= for 1008.00ft` .=y 'mit: Lei ' i!! ki k stor V —11 9 ct _ CLG 12'- 0" A.F.F EXISTING 4" MAIN 3-10 ! ! — ZONE T-1 l;rm tam '15-9 — EXISTING 3" MAIN ZONE T-1 8'- 0" A.F.F WALL I I FIRE SPRINKLER SYSTEM METRO PARK Remote Area: Retail # 657 rot CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY class ORD HAZARD II MAX. COVERAGE per HEAD 130 DENSITY .20 GPM I Ft' for 1130 SPRINKLER Reliable Model G4A Ft' 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: 274.12 GPM @ 55.12 PSI • At time of Design 14'- 0" CLG. = 37.5% AREA REDUCTION 3 5 7 9 11 TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD r CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING IJ BRACE PIPE /FIG. 1000 "FAST CLAMP SWAY BRACE ATTAC 9,(ENT 117) LINE PIPE 319' KWIK BOLT (21N' EMBED LENGTH) LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE 319' KWIK BOLT r2 IN' EMBED LENGTH) //////////////11/ FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT OLATERAL BRANCHLINE RESTRAINT lea NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III HILTI Kvdc Boll II DrOled Anchor / Cut Rod Lgth Founded to Nearest Inch Rod Coupling —� AI Thread Rod Swivel Ring I e Pipe cL 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. SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R5415 31 5.6 Pendent Chrome 155°F G4A CONCEALED APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT Total = 31 CONT. NO.: KS0309 DRAWN BY: Adam Kantner SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/18/08 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 !DOVER /DULUTH /HOUSTON /KANSAS CITY LAS VEDAS/MS IEAPOLIS/PHOENIX/PORTLAND/RANO CITY/ST. PAUL /SALT LACE CITYI SEATTLE Phone: 425-881-0100 Fax 425-881-3030 j-- S/3/ Metro Park 657 Southcentner Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM Metro Park z 0 Adam Kantner C 0 L -F—i U) O O U 0 E I— CONTRACTOR SHEET FP -1 OF 1 657 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-202 12-S-112 08-S-134 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: (D 5 7 SO?} P Lc ITL./ Ma. // Suite Number: /525 Floor: Tenant Name: L-Nr1A\CfC\ New Tenant? ❑ - Yes ❑ - No Property Owner's Name: bDeS- \ceN \mT&TILT Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name:.` Irx�rl Day Telephone: q -2L1, Company Name: Cro(. X1 l'Ij^P_ P` .'d j n, inc Mailing Address: PO X 121lin 111 O,°.ek 1.).-)°< 1 0 0 2. E-mail Address: c,3.\ f'''f('D� n . (»7) city Fax Number: /R%atk/ � (r741- City State Zip Valuation of Project (contractor's bid price): $ 7[.Y5 .[`� 2 Scope of Work (please provide detailed information): ( Cn -��(`P f r) �1 Pf • 11f PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ER OR AUTHORIZED AGENT: Signature Print Name Y-Sr g9so) Plan Permit App.doc 5/14/10 Date: 7 123 Day Telephone: i2.2 -'/g' 76'609 TFD FP Form 8 s FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Metro Park 657 Southcenter Mall Permit No.: 08-S-134 Date: April 24, 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. • 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 (#.(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. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Landlord Storage Area 657 Southcenter Mall Permit No.: 12-S-112 Date: May 29, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. Job Number: KS0309 Report Description: Ordinary Group II Job Number KS0309 Design Engineer Adam Kanter Job Nemo Metro Park Slets Certification/License Number WESTESF136QF Address I 657 Southcentner Mall Al -U City of Tukwila Address 2 Job Site Southcenter Mall City Tukwila Sbde Wa Zip Code 98188 Drawing Name FP -1 .cad Most Demanding Spredder Oda 5.6 K -Factor 26.00 at 21.556 Occupancy Ordinary Group II Hose Allowance Al Source 250.00 Denby 0.20gpm/ft2 Area of Appicebon 1008.00ft2 (Actual 1008.49ft2) Addlionel Hose &MOM Node Flow(gpm) Number Of Sprinklers Calculated 10 Coverage Per SOW., 100.00ft2 Total Hose Streams 250.00 System Flow Demand 274.12 Total Water Required (Inducing Hose Allowance) 524.12 Maximum Pressure Unbalance In Loops 0.000 Moan= Velocity Above Ground 17.00 between nodes 74 and 46 Maximum Velocity Under Ground 1.04 between nodes 1 and 276 Volume swanky of Wet Pipes 2296.20gal Volume capacity of Dry Pipes 0.75ft3 i$00•0::g.iti.i Node 1 Hose Flow (gpm) 250.00 Static (psi) Residual @ Flow f psi) (gpm1 140.000 20.000 I 10900.00 Available Total Demand (psi) (gpm) 139.563 1 524.12 Required (psi) Safety Margin (Psi) 59.373 80.190 PAID :T. 2 29081 ukwo Fire Coitracar Connector Number KS0309 Contact Name Adam Kantner Contact Title Project Manager Contractor Nanw. Western States Fire Protection Phone 425.881.0100 Extension Address 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 email City Redmond State WA _ Zip Code 98052 Web-Ska k. M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:23AM Page 1 Job Number: KS0309 Report Description. Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 102 26.08 26.00 5.6 21.681 Sprinkler 106 27.22 26.00 5.6 23.621 Sprinkler 103 26.08 26.00 5.6 21.697 Sprinkler 110 30.50 26.00 5.6 29.659 Sprinkler 101 26.00 26.00 5.6 21.556 Sprinkler 109 29.34 26.00 5.6 27.458 Sprinkler 104 26.10 26.00 5.6 21.718 Sprinkler 105 26.64 26.00 5.6 22.629 Sprinkler 107 27.93 26.00 5.6 24.880 Sprinkler 108 28.23 26.00 5.6 25.420 rr> Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21: 24A M Page 2 Job Number: KS0309 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 15 14-6 E(2-0) 26.591 17 14-6 E(2-0) 28.411 19 14-6 P0(5-0) 26.682 21 14-6 E(2-0) 35.822 22 14-6 P0(5-0) 27.392 27 14-6 P0(5-0) 36.048 29 14-6 P0(5-0) 28.712 34 14-6 P0(5-0) 29.901 46 14-6 P0(5-0) 32.837 49 14-6 P0(5-0) 33.024 74 14-6 2P0(8-0) 42.972 75 14-6 2P0(8-0) 42.901 77 146 P0(8-0) 42.891 118 14-2 46.214 221 1-11 52.238 276 5-8 BFP(-4.500) 55.128 285 1-11 P0(37-8%) 52.199 102 12-0 Spr(-21.681) 21.681 26.08 106 12-0 Spr(-23.621) 23.621 27.22 103 12-0 Spr(-21.697) 21.697 26.08 110 12-0 Spr(-29.659) 29.659 30.50 101 11-0 Spr(-21.556) 21.556 26.00 109 14-0 Spr(-27.458) 27.458 29.34 104 14-0% Spr(-21.718) 21.718 26.10 105 14-0% Spr(-22.629) 22.629 26.64 107 14-0% Spr(-24.880) 24.880 . 27.93 108 14-0 Spr(-25.420) 25.420 28.23 1 -4-0 S 59.373 274.12 k, m M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11: 21:24A M Page 3 Job Number: KS0309 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Route 1 DR 1.049 Q=26.00 9.65 C=120 0.211434 25-8% Pf 7.341 101 11-0 q=26.00 K=5.6 21.556 Spr(-21.556) 9-0 Pe -1.505 22 14-6 27.392 2E(2-0), P0(5-0) 34-8% Pv BL 1.610 Q=78.16 12.32 C=120 0.201110 28-0 Pf 5.631 22 14-6 27.392 Pe 49 14-6 33.024 28-0 Pv BL 1.610 Q=106.39 16.77 0=120 0.355803 19-9 Pf 9.878 49 14-6 33.024 8-0 Pe 75 14-6 42.901 P0(8-0) 27-9 Pv CM 4.260 Q=166.24 3.74 C=120 0.007108 10-0 Pf 0.071 75 14-6 42.901 Pe 74 14-6 42.972 10-0 Pv CM 4.260 Q=274.12 6.17 C=120 0.017932 155-4% Pf 3.097 74 14-6 42.972 17-4 Pe 0.145 118 14-2 46.214 2Ee2(5-3), fE(6-9%) 172-8% Pv CM 6.357 Q=274.12 2.77 C=120 0.002553 111-5 Pf 0.678 118 14-2 46.214 154-4 Pe 5.307 285 1-11 52.199 3fE(10-0), E(17-7), fT(25-0), 265-9 Pv CV(40-3), GV(3-9%2), P0(37 -8%x) FM 8.329 Q=274.12 1.61 C=120 0.000685 24-8Y2 Pf 0.039 285 1-11 52.199 32-0 Pe 0.000 221 1-11 52.238 2fE(16-0) 56-8%2 Pv MS 10.020 Q=274.12 1.12 C=120 0.000278 20-2 Pf 4.524 221 1-11 52.238 67-0 Pe -1.635 276 5-8 55.128 3LtE(16-0), BV(19-0), BFP(-4.500) 87-2 Pv UG 10.400 Q=274.12 1.04 C=140 0.000175 113-1 Pf 0.045 276 5-8 55.128 146-8 Pe 4.200 1 -4-0 59.373 3LtE(25-6), E(35-1), 2EE(17-6%2), S 259-9% Pv so Route 2 DR 1.049 0=26.08 9.68 C=120 0.212572 24-2 Pf 5.983 102 12-0 q=26.08 K=5.6 21.681 Spr(-21.681) 4-0 Pe -1.073 15 14-6 26.591 2E(2-0) 28-2 Pv BL 1.610 Q=26.08 4.11 C=120 0.026390 3-5 Pf 0.091 15 14-6 26.591 Pe 19 14-6 26.682 3-5 Pv BL 1.610 Q=52.16 8.22 C=120 0.095167 7-5% Pf 0.711 19 14-6 26.682 Pe 22 14-6 27.392 7-5% Pv 48ik Route 3 DR 1.049 Q=26.08 9.68 C=120 0.212711 23-5% Pf 6.056 103 12-0 q=26.08 K=5.6 21.697 Spr(-21.697) 5-0 Pe -1.071 19 14-6 26.682 P0(5-0) 28-5% Pv = Route 4 DR 1.049 Q=26.10 9.69 C=120 0.212902 24-9 Pf 7.189 104 14-0% q=26.10 K=5.6 21.718 Spr(-21.718) 9-0 Pe -0.195 29 14-6 28.712 2E(2-0), PO(5-0) 33-9 Pv BL 1.610 Q=53.31 8.40 C=120 0.099099 12-0 Pf 1.189 29 14-6 28.712 Pe 34 14-6 29.901 12-0 Pv BL 1.610 Q=79.95 12.60 C=120 0.209727 14-0 Pf 2.936 34 14-6 29.901 Pe 46 14-6 32.837 14-0 Pv BL 1.610 Q=107.89 17.00 C=120 0.365085 19-9 Pf 10.135 46 14-6 32.837 8-0 Pe 74 14-6 42.972 P0(8-0) 27-9 Pv e+ Route 5 DR 1.049 0=26.64 9.89 C=120 0.221147 24-9 Pf 7.467 105 14-0% q=26.64 K=5.6 22.629 Spr(-22.629) 9-0 Pe -0.195 34 14-6 29.901 2E(2-0), P0(5-0) 33-9 Pv 64. Route 6 DR 1.049 0=27.22 10.10 C=120 0.230103 23-5% Pf 5.861 106 12-0 q=27.22 K=5.6 23.621 Spr(-23.621) 2-0 Pe -1.071 17 14-6 28.411 E(2-0) 25-5% Pv BL 1.610 Q=27.22 4.29 C=120 0.028566 10-6% Pf 0.301 17 14-6 28.411 Pe 29 14-6 28.712 10-6% Pv = Route 7 DR 1.049 Q=27.93 10.37 C=120 0.241427 24-9 Pf 8.152 . 107 14-0% q=27.93 K=5.6 24.880 Spr(-24.880) 9-0 Pe -0.195 46 14-6 32.837 2E(2-0), P0(5-0) 33-9 Pv = Route 8 (Y ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:25AM Page 4 Job Number: KS0309 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream DR 1.049 0=28.23 10.48 C=120 0.246269 22-9 9-0 31-9 Pf 7.819 Pe -0.215 Pv 108 14-0 q=28.23 K=5.6 25.420 Spr(-25.420) 49• 14-6 33.024 2E(2-0), P0(5-0) GO Route 9 DR 1.049 Q=29.34 10.89 C=120 0.264482 24-3 9-0 33-3 Pf 8.794 Pe -0.204 Pv 109 14-0 q=29.34 K=5.6 27.458 Spr(-27.458) 27 14-6 36.048 2E(2-0), P0(5-0) BL 1.610 0=59.84 9.43 C=120 0.122709 47-9 8-0 55-9 Pf 6.842 Pe Pv 27 14-6 36.048 77 14-6 42.891 P0(8-0) CM 4.260 0=59.84 1.35 C=120 0.001074 10-0 10-0 Pf 0.011 Pe Pv 77 14-6 42.891 75 14-6 42.901 es Route 10 DR 1.049 0=30.50 11.32 C=120 0.284037 23-5A 2-0 25-5'V2 Pf 7.237 Pe -1.075 Pv 110 12-0 q=30.50 K=5.6 29.659 Spr(-29.659) 21 14-6 35.822 E(2-0) BL 1.610 0=30.50 4.81 C=120 0.035262 6-5 6-5 Pf 0.226 Pe Pv 21 14-6 35.822 27 14-6 36.048 Equivalent>Pi ;t e . thsof -*WO: E En;: C 12 onl ::::;::>:::>::::>::::>::> C:4f lie: irtti tfip5 r > > : 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 / (Il ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:25AM Page 5 Job Number: KS0309 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary AO BL CM DN DR DY FM FR MS OR RN SP ST UG Pe:i:Yf?e.;ts9er 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 DeIV DPV E EE Eel Ee2 FDC fE fEE flg FN rr 9 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 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 Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap �1 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:25AM Page 6 Job Number: KS0309 Report Description: Ordinary Group II Supply at Node 1 Pressure, psi > cn o $i 8 n 8 8 `8 o 2 II11i X11 I1111111 i1I111111111 lii11111111 i1111l111 I111,11,11I i i i ILII 111,111111111111111 I, 111111111 Static Pressure 140.000 with hose streams „524.12 274.12 @ 59.373 System demand curve_ 10900.00 @ 20.0001 1 111111111111111111111 III1 I 1 I 1 I 1 I 1 1 1 1 1 f I 1 1 1 1 1 1 1 11. 111111 1.1 I 1 1 11 I 1 1 I I 1 1 1 1 1 1 1 1 1 1 I 1 ( 1 1 1 1 1 U p T100�� 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 A lable Prassur.Tone of Test 139.563 @ 524.12 System Demand 274.12 @ 59.373 System Demand (Including Hose Allowance) 524.12 @ 59.373 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:26AM Page 7 Job Number: KS0309 Report Description: Ordinary Group II © M. E P .0 A D , Inc. AutoSPRINK® VR5 v5.2.6 04/22/2008 11:21:27AM Page 8 • ' I •11 (striF2)2. 4 4' •.:.t.t•::::;ge 8' — A.F.F. 8' rr 3 TOCK POOM ............ ....... TOILET 30 C 2S,2V \ •>' Fr MAL. • 19.53 H c:L 0z 11 14' — A.F.F. z 4 r. • •!1';''. DESCRIPTION ; • , . t".‘ ,2V 5/9/08 .... i /h R. ! 'F. R . 4.- r— . r .. •;:. ,r ;•,)•. 1 ., 'Nks,1 N. '''‘. ....... ........ • 11 i , •• 1 i , ..... IC, ., ir ...: • ,., \ .. . 302F.R. CO . S • ' (":,/, 1. rS L OUNCE 111 0 5 C 2S,2V c:::— D rrrr.r,- v., f I-. ••.; , •': C...,-.: D,I • . , R ,' ..... . . , ; ,.: 47---FA—BN .--- . .... .... .... ..... .... .... _ .... ..... ..... ..... • . . . . , ..„ ' 4 • ,. . . 1 ; 1 , .... ‘ , ' 4ill 1 - • . , ' . .' , , 4 10'—G' A, . . . . -i • : , N. ' . L ' i 1 0,4 3 x : METROPARK FIRE ALA ;1 RETAIL SPACE A.F.F. r' ................... 4727\ 4,,r, 4r.o. • • - 2S,2V _ iP ) 1:: CLUNG I_ SPACE ,; VI SYSTEM FLOOR PLAN SCALE 1/84 !! • ' k ';. :61 •• .I. 111 • .'• • 7LAG NO S: 'II Cm Ci) 1,0 CO SE/REVISIONS FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. DETECTOR ON RETURN SIDE OF ALL VAV UNITS.(SEE SIEMENS INSTALLATION SUBMITTAL FOR FIELD LOCATE SIEMENS DUCT 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. , A REV. BY: z 4 DESCRIPTION SHOP DRAWINGS FOR AHJ DATE 5/9/08 9 < < < <I< CO CO Tr- . --I co rr'z w cc o Ocn F- EL z z 2 w cc ocn cc 5 x< ©C w w 0.te LO I— co rTh 0 0 LL DO NO I\ST LL IT ADDRESSABLE N DEVICES di\-FIL_ PREPROGRAMMED W DEVICES ADDRESS. 411 „ . Copyright , 2006 by :thiardian Security Systems, Inc. All Rights Ren's;sleiNr.,1'1, 6ALE: i/8"=l' DRAWN. BY: LANDERSON DESIGNED BY: R.VEZZANI DATE:5/09/08 BACKROUND PLAN PROVIDED. BY: 1..0B NUMBER:54530 SHEET FA -03 .55 rt 4 4 Is N A L.L.I 0 1000 . • 1010 ------ _ -- „__ ES V 1 I N I v 1._ Hi 'DILE : sc4 I • > (7) 1 ---- • II 1 560 1 • -) • I ••••, ,J • LC) 11020 R IV: E3PEW 54 ELF!: MP' L. :;c0om • -, [C11 THE I. \: Co. 11001 be be 11 I 0 I CC)ACI--1 1115 ------ -- Tc. RE! t.,ti,',/;E AZTECA MEXICAN m /vs:: GRILL_ CALIFORI\IIA PIZZA , TCHEN LOADIN1,1 L1')Cl< 17: RISER ROOM C. 15,30 1125 D P F C (11 A 1'1 R2 1 METROPARK WESTFIELD SOUTHCENTER MALL • [ Lii 11401 [Pil 14651 TOILE I ic.1,jf • ;15 ILLUMINATIONS I 475 ] STARBUCKs [ 14801 145L SCALE 11374 S,2V S,2V S,2V S,2V 2S,2V 2S,2V .110 C 75 C., 3 C •30.. 30 EOL -S1 2S,2V D FA -$31:1X FACP EX RISER DIAGRAM U D,I 21 'I • SYSTEM CALCULATIONS .i; II 1I I 1 • ', • '1 • • ' METROPARK METROPARK • .• t.j.ht, • • • ! • • ; '•",•,',••.. • • • • FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations J•t c _;II •:;'• Current Load: 1'1,, . Standby: Alarm: Current Load: '1 ;1 • Standby: Alarm: • • ,:: •,.•1 ; DeiiiceITOe HF7L11 AD:17P ;? '11 Qty 1 2 0.0731 Amps 0.0022 0.0635 0.009600 0.001600 0.005 Amps Total 0.0022 0.0635 0.0096 Amps 0.0023 0.064 : , 1,• "J:!' !, , ,0.0731 For 24 Hours = 0.021 0.0035 Amps Total 0.064 0.042 Device Type Main System Board • , SET -MC @15CD 1.754 0.106 Amp -hours SET -MC @30CD ,•_ SET -MC @75CD @110CD ii'SET-HMC-C©115CD SET-HMC-C@135CD Amps i'SETLFIMC-C©185CD @15CD @30CD •Qty 3 1 1 2 Amps 0.03 Total 0.03 Amps 0.030 0.064 0.098 0.175 0.233 0.318 0.318 0.445 0.064 0.098 Total 0.030 0.294 0.175 0.233 0.128 •,, 0.0015 , , • Ali Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours 0.03 Amps 0.86 Ami5S • 1; i 111. 25% Derating= 2.204 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours II.' ! : • • Total System Current Load: Battery .Rair to be Used: I• ' 11 '11 • 12VDC Amp -hours 2.204 7AH Amp -hours r••,•:.• ,• Alarm Current Load: 0.86 Amps For 5 Minutes= 25% Derating= 0.072 0.990 Amp -hours Amp -hours Total System Current Load: 0.990 Amp -hours Battery Pair to be Used: 12VDC BATTERY SIZING CALCULATION Amp -hours 7AH ;•• RELEASE/REVISIONS tt. :11 4.1 • I I.; • 1 ! • cij` El • •, - ---- re ---- Notification Appliance Circtiit Detail •i•. • PROJECT: WESTFIELD SOUTHCENTER MALL :•!.1 ;:v- DATE . Panel: METROPARK . . Wire:Resistance :', I '.82-. ', ', , • . 0 Date: May 14, 2008 •. , . . ,.,. CURRENT TOTAL= . . 830 _ CIRCUIT: S1, •.. . . !' , ' ----------- QTY Device Type Alarm Current /arm Total Wire Size Wire Length Voltage at EOL Circuit Total _ 0' SET -MO @15CD 64 _ ' 0 - I Total Wire Resistance ( R ) 1.04 3 SET -MC @30CD 98 294 :" ( WL *2 )*(R/ft) __ 1 SET -MC @75CD 175 , 175 _ _ _ _ _ Total Device Load., Amps (I) 0.83 SET -MC @110CD 233 233 --1 (Total Cct Load) 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E ) 0.87 0 -- ---- - --- SET-HMC-C@177CD 445 0 • (E= I * R) 0 SET -HMC @135CD 318 0 EOL Voltage 19.53 • 0 SET -HMC @185CD 445 0 (20.4 - E) 2 Z-MC@15CD . , . 64 128 0 . .. ' Z-MC@30CD . ' 98 . : : -0 • - 0 SET-MC-CW@110CD 233 0 . . - • •. . • DEVICES= 7 : , : :. •TOTAL m A= . 830 12 322 : 19.53407761 830 ----- _, • ' - i • PROJECT: , WESTFIELD SOUTHCENTER MALL ---. . . • Panel: METROPARK . , . Wire Resistance 2.58 .,. Date: May12, 2008 . CURRENT -TOTAL= 9 • CIRCUIT: SPEAKER CIRCUIT • . : : ' , , . QTY : : ... , ...• :, Device:Type . - Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL ' Circuit Total • •, • 5 , 70.7V118 , • : ' . '. : 1.8 • . 9 Total Wire Resistance ( R ) 2.58 - , 30, E, .. , .. .. . .; . - ,, 0 0 _ . '( WL * 2 ) *(R/ft) • _ 0 ' 1 • '' . • .' ': • -• 0 0. , . . Total Device Load, Amps (I) ., 0.01 0 • • . , . , . • - • . : , y . 0 . ' 0 . ', . (Total Cct Load) 0 . ...: :'' • 0 • . 0 -- , Voltage DroP.(E ) '' 0.02 . 0 • 0 0 - : , ; ..,,, _ (E= I * R) .: ' i ' : • 0• , 0 0 1_ , .,, . 141 EOL Voltage ' 20.38 0 • . 0 0• _ _______ , (20.4 - E) 0 0 • .. 0 , ;,•'' .' .. . . 0 :. ' ‘. .• ,. •• - • .0 - .. . . • 0. . ,. • • ; .• ., I:q . ... : .. . • DEVICES= 35 . TOTAL mA= . : • : 14 • ' 500. ', ., h$,. 20.37678 . . . - , • I • •••; ! 1 r I • I. REV. BY: Z DESCRIPTION SHOP DRAWINGS FOR AHJ DATE DO 0 -....„.: 0) •-•...„. If) • : :*41 11 ! 1 • 0 0 41 DRAWN BY: 'ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/09/08 BACKROUND PLAN PROVIDED BY: III 'I _VOLTAGEULATIO, Copyright 2006 by Guardian Security Systems, Inc. All Rights Re'ervec)!,§ii;'ii, „ r 14(1101 • ...10B NUMBER:54530 SHEET FA -04 4E) MALL CONCOURSE7 44E) ADJACENT TENANT - NO WORK THIS STORAGE LEASE L T us ok).G\Q/ D. �• e 0,k .c I li I: 4E) ADJACENT TENANT SPACE - NO WORK 71415 AREA7 LBACIC OF HOUSE CORia1©OR 7 AREA O +,/- -0' I TENANT SPACE- /I\ NO WORK THIS AREA � REFLECTED CEILING PLAN 1 /8' = 1'-0" NO WORK THIS ARE, No ( k STORAGE AREA LEASE LNE Design per NFPA 13, Ordinary Hazard, Group 2 All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart e 1— Add Reliable Model G Standard Response 165° Pendents 1/2 x 1/2 o 6 — Add Reliable Model G Standard Response 165° Uprights 1/2 x 1/2 o E — Existing pendent no change 7 — Total ❑ Wit ut Comments ❑ As Noted in Red 12i Per The Attached Letter "hese plans have been reviev:red by The Tukwila Fire &vention Bureau ff; .. Yo; marc- with current City randardS. Acct+-- i . _. beci to errors and i nisslons which or. • vio!7-7-t or+s of adopted :andards and pi ? ..r• f: soonsibility for the .,.deGuacy of dev,j:, . :.. th the designer. additions, d&etio; - r •e_e drawings after this date will VC:a will require a resubmittal of revise ; r.- : ; iuesequent approval. Final acceptance is subject CO field test and inspection by The Tukwila Fire Prevention Bureau. Date:'a/a- By: A„�SI I TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact addic,ss for shut- down or restoration approval. IN AISEISMICNER SAPS E REQUIRED TOP BEAM/ C -CLAMP WITH SET SCRE' 3/8' ALL THREAD ROD PIPE Svi RING STEEL JOIST/TRUSS . HANGER DETAIL NTS don, lar; rkspitoos.,' IRAudg irmswa, 41. rth, 14r0°Sh Dece0 o • CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113..:., MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7889 Landlord Space 1525. 657 Southcenter Mall Tukwila, WA 98188 DATE:5.23.1z I DRAWN: SCALE:...I i PAID MAY 23 2012 KWILA FIRE ; 27a ,;3 -?'O--• VICINITY MAP (Suite# 657) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. GHJ Ordinary Group Il'0.20gpm!ft2 for 1008.00fiT c?r---/,Tk I cc + 110 a roti 0- EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE Iga 3.L4 8'- 0" A.F.F WALL I ; 3-4 2 I c7 i 11 0-1'h 10=0 14 mir�.za ria® 10! 10-0 3-10! L. 0 It 091 I e 0-11% 1 p• a -2% cCLG 10'- 6" A.F. .i iI ` ". mi•- I --L o �0 1 O o > CLG 12'- 0" A.F.F TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE i •• SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. 808 SWIVEL SWAY BRACE FITTING ®I 3- KWIK BOLT (21W EMBED LENGTH) FIG. 1000 �"-----FAST CLAMP' SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE *43' FIG. 4A PIPE CLAMP FOR SWAY BRACE FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT 318' KWIK BOLT (21W EMBED LENGTH) // LATERAL BRANCHLINE RESTRAINT L I NON -THREADED BRACE PIPE BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE EXISTING 4" MAIN ZONE T-1 EXISTING r MAIN ZONE T-1 r v 441h f -9% wll 40+,s,;(<NI 6 I3-cP2 t ,\0 I 8'- 0" A.F.F i''4.9 FIRE SPRINKLER SYSTEM 118"=1'-0" METRO PARK Remote Area: Retail # 657 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft DENSITY .20 GPM I Ft= for 1130 Ft= SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 274.12 GPM @ 55.12 PSI 14`- 0" CLG. = 37.5% AREA REDUCTION D c'ILE TIOTRCE Weld stamps must be 3nsp :ted before pipe is hung. Do not paint piping prior to hydrostatic test F/ hprovaL Without COMM= As Noted In Red Per The Attached Letter these plans have been reviewed by The Tukwila Fire Prevention Bureau tar co::fcrmance with current city standards. Acoec:.:nce ?!•;Libi ct to errors and omissions /i; ri 1 'u:, not ::ii:tho1'ize violations of adopted standards and ;; VICINITY MAP (Suite# 657) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existingfire sprinkler system to remain. Western States Fire Protection will modify the existing system existinthe sf work. All other areas are not in contract and WSFP is not responsible for EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE Ordinary Group I1'0.20gpnuft= for 1008.00ft` .=y 'mit: Lei ' i!! ki k stor V —11 9 ct _ CLG 12'- 0" A.F.F EXISTING 4" MAIN 3-10 ! ! — ZONE T-1 l;rm tam '15-9 — EXISTING 3" MAIN ZONE T-1 8'- 0" A.F.F WALL I I FIRE SPRINKLER SYSTEM METRO PARK Remote Area: Retail # 657 rot CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY class ORD HAZARD II MAX. COVERAGE per HEAD 130 DENSITY .20 GPM I Ft' for 1130 SPRINKLER Reliable Model G4A Ft' 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: 274.12 GPM @ 55.12 PSI • At time of Design 14'- 0" CLG. = 37.5% AREA REDUCTION 3 5 7 9 11 TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD r CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING IJ BRACE PIPE /FIG. 1000 "FAST CLAMP SWAY BRACE ATTAC 9,(ENT 117) LINE PIPE 319' KWIK BOLT (21N' EMBED LENGTH) LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE 319' KWIK BOLT r2 IN' EMBED LENGTH) //////////////11/ FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT OLATERAL BRANCHLINE RESTRAINT lea NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III HILTI Kvdc Boll II DrOled Anchor / Cut Rod Lgth Founded to Nearest Inch Rod Coupling —� AI Thread Rod Swivel Ring I e Pipe cL 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. SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R5415 31 5.6 Pendent Chrome 155°F G4A CONCEALED APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT Total = 31 CONT. NO.: KS0309 DRAWN BY: Adam Kantner SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/18/08 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 !DOVER /DULUTH /HOUSTON /KANSAS CITY LAS VEDAS/MS IEAPOLIS/PHOENIX/PORTLAND/RANO CITY/ST. PAUL /SALT LACE CITYI SEATTLE Phone: 425-881-0100 Fax 425-881-3030 j-- S/3/ Metro Park 657 Southcentner Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM Metro Park z 0 Adam Kantner C 0 L -F—i U) O O U 0 E I— CONTRACTOR SHEET FP -1 OF 1