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HomeMy WebLinkAboutPP - 16510 SOUTHCENTER PKWY - OUTBACK STEAKHOUSE - PERMITS AND PLANS16510 SOUTHCENTER PKWY ASSOCIATED PERMITS 17-F-251 17-S-299 17-S-259 12-S-201 12-S-001 01-S-106 4401,44 FZRH SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: PAID if to C.C._ 04 2012 TUKWILA FIRE FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: l 5/o 50 u C-t_crrv¢. PPQ.�c 4AY King Co. Assessor's Tax No.: 6437 c oto Tenant Name: 0U r g,aC- - S-rE . WoVsE. Suite Number: Property Owner's Name: evf.¢.LoeE.C.- - E6-1" 1" P Mailing Address: — Floor: New Tenant? 111- Yes a- No 75.5 4 /g✓ " Ails 5 -?E 15o Q,t io.,ja City uiA 9,8° 5z State Zip CONTACT PERSON -if there are questions about the submittal. Name: 6e-4-6 1"a c'1r"E 1 Day Telephone: 253-826-0099 Company Name: Fire Sprinklers Inc. Mailing Address: 1524 45th Street East, Suite 102 Sumner City E-mail Address: 6 efc6c F)arcs,' L WA 98390 State Zip Fax Number: 253-826-1033 Valuation of Project (contractor's bid price): $ Ii S .o -- Scope of Work (please provide detailed information): G.04.f,ve.e,T . Pa S i De.oea.�,r 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 OWNER OR AUTHORIZED AGENT: Signature: / Print Name: 6 esf�G M o FFA rs - Plan Permit App.doc Date: - 4- /2- Day L Day Telephone: Z. 3 - 91 `" 009Q 5/14/10 TFD FP Form 8 • 11/2 (E) 1% (E) SPRINKLER LEGEND: SCOPE OF WORK: CONVERT 2 PENDENT SPRINKLERS IN THE SOFFIT ABOVE THE BAR TO SIDEWALLS REMODELED SOFFITT / ABOVE BAR R.C.P./PIPING PLAN SCALE: 1/4" =1' 0" D = TYCO TY•B 155° CHRM SIDEWALL QTY=2 1'% (E) EXISTING LINE (TYP) 11/2 (E) CONVERT PENDENT HEAD TO SIDEWALL 5" DEFLECTOR BELOW CEILING (TYP OF 2) AREA OF WORK `GLIi•LAM OR OEAM �. M00EL "GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S NTS TYPICAL HANGER /R• KEY PLAN SCALE: N.T.S. NM.'Il'»A Fire SDrinkIe1S WA (NW FIAESI+'OIIAJ 1524 4511, SI li - SHito 102 Stunner, WA 98390 1203) 826-0099 PROJECT: OUTBACK STEAKHOUSE TUKWILA 16510 SOUTHCENTER PARKWAY TUKWILA, WA 98188 OESCNER: GM OAIE: 8130112 SCALE: As Noted CONTRACT mTH: KIRTLEY COLE 1010 SE EVERETT MALL WAY, SUITE 102 EVERETT, WA 98208 NAZARO: As Noted AHJ CITY OF TUKWILA JOB I 2960 SHEET + FPI • ACCEPTED ti?Ir Without Comments o As Noted in Red O Per The Attached Letter '• • 7e plans have been reviewed by The Tukwila Fire tion Bureau for i:.:oriforrnance with current aty • .,•.=:7•:Icis. Acce:-IiiTe 6 ..i:unject to errors and .;ons which rt olations of adopted ards and cr,: The resbons!!..iiiity for the _,,i•uacy of design fest.: totisliv• with the designer. -.;rions, deletions or riSeil'ESto these drawings after .• is bate will void thiS .!:r.`.:.:!epta,lce and will require a ubmittal of revised di•zwvirgs 'for subsequent approval. real acceptance is suloyct to field test and inspection by e Tukwila Fire Prevention Bureau. By: /3/47/v1. Si I TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. /a- -S - 2.0 and exact address for shut- down or restoration approval. r: ".t Fire Sprinklers n q WA CLII FIRESI*988KJ 1524 45th Street L, Suite 102, Sumner, WA 98390.253-826-0099 • Fax 253-826-1033 • www.firesprinklersinc.com December 30, 2011 Tukwila Fire Department 444 Andover Park E Tukwila, WA 98188 Attn: Mr. Al Metzler From: Greg Moffett RE: Outback Steakhouse TI 16510 Southcenter Parkway Tukwila, WA Mr. Metzler, TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Pt r. nit No. l�-S-oo I and exact add;e;s for shut - do, vn or restoration approvni. At the above referenced facility it is our intention to lower two existing sprinklers approx 1'h" straight down to accommodate the change from an Acoustical ceiling tile ceiling to a Gypsum wall board ceiling. These are the only proposed changes in regards to the remodel. We would like to request a shut down number to use in the performance of this work. Please let me know of any other questions or concerns you may have. Sincerely, Greg Moffett, Project Manager Silent Knight 5395 Distributed Power Module Battery Load Calculations Outback Steakhouse -Tukwila Current Load: Standby: Alarm: Device Type Amps Total Amps Total Main System Board 1 0.075 0.075 0.100 0.100 Four Wire Smoke Detectors 0.000050 0.100 2 Wire Smoke Detectors 0.000050 0.100 Duct Detectors 4 0.025 0.1 0.095 0.38 Remote Test/Reset 4 0.007 0.028 Power Supervision Relays 1 0.025 0.025 0.025 0.025 Notification Appliance #1 9 0.113 1.017 Notification Appliance #2 6 0.113 (1678 Notification Appliance #3 1 0.093 0.093 Notification Appliance #4 1 0.03 0.03 Auxiliary Devices Auxiliary Devices Auxiliary Devices Total Panel Loads 0.2 Amps 2.351 Amps Standby Current Load: 0.2 Amps For 24 Hours = 4.800 Amp -hours Alarm Current Load: 2.351 Amps For 5 Minutes= 0.197 Amp -hours 20% Derating= 5.997 Amp -hours Total System Current Load: 5.997 Amp -hours Battery Pair to be Used: 12VDC 7 Amp -hours 1 Co 5'l c.) s c -PL c,' y 7 r Current Load: Device Type Ademco Vista 100 Fire Alarm Control Panel Battery Load Calculations Standby: Alarm: City Amps Total Amps Total Main System Board 1 0.300 0.300 0.470 0.470 6139R LCD Annunciator 2 0.040 0.080 0.110 0.220 5140DLM Backup Dialer Mod. 1 0.005 0.005 0.015 0.015 Two Wire Smoke Detectors 1 0.000050 0.00005 0.100 0.100 Total Panel Loads 0.38505 Amps 0.805 Amps Standby Current Load: 0.3851 Amps For 24 Hours = 9.241 Amp -hours Alarm Current Load: 0.805 Amps For 5 Minutes= 0.068 Amp -hours 20% Derating= 11.171 Amp -hours Total System Current Load: 11.171 Amp -hours Battery Pair to be Used: 12VDC 12 Amp -hours 5_7__zS( IG5-10 Py FIRE SYSTEMS WEST 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WA 98047 HYDRAULIC CALCULATIONS FOR OUTBACK RESTAURANT DINING ROOM FILE NUMBER: 5392A DATE: Oct 03, 1997 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP I DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: VARIES (M14")( /3040 NUMBER OF SPRINKLERS CALCULATED: 16 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 352.0 gpm TOTAL WATER REQUIRED (including hose): 602.0 gpm FLOW AND PRESSURE (@ BOR): 352.0 gpm @ 64.5 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: FIRE SYSTEMS WEST DESIGN/LAYOUT BY: STEVE DORSEY AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A ) HRS SYSTEMS, INC. ATLANTA, GA orcxtarNAJzi[ Jxolt.l"1 xxvtAULlU ANALYSIS Page 1 Date: 10/03/1997 5392A.SDF JOB TITLE: OUTBACK RESTAURANT WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 148.0 104.0 1547.0 140.3 602.0 67.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 602.0 GPM 250.0 GPM 0.0 GPM 352.0 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 0.0 SOURCE 67.1 352.0 1 0.0 59.5 2 10.5 54.9 BOR 0.0 64.5 11 11.5 22.4 12 11.5 22.8 13 11.5 24.1 21 14.0 16.1 22 14.0 17.8 23 14.0 18.8 31 14.0 13.4 101 8.0 K= 5.60 12.1 19.5 102 8.0 K= 5.60 13.3 20.4 103 9.0 K= 5.60 13.7 20.7 104 9.0 K= 5.60 14.1 21.0 105 9.0 K= 5.60 17.1 23.2 106 8.0 K= 5.60 17.2 23.2 107 8.0 K= 5.60 12.8 20.0 108 9.0 K= 5.60 13.8 20.8 109 9.0 K= 5.60 14.8 21.6 110 9.0 K= 5.60 17.5 23.4 111 9.0 K= 5.60 19.3 24.6 112 8.0 K= 5.60 13.4 20.5 113 9.0 K= 5.60 14.6 21.4 114 9.0 K= 5.60 15.7 22.2 115 9.0 K= 5.60 18.4 24.0 116 9.0 K= 5.60 20.6 25.4 Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT PIPE DATA ----•_a.a_a• v"- -"-a1 ill lJ lll]�JL1l. Ha iLTJlb Page 2 5392A.SDF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -19.5 1.104 PL 12.00 PF 1.2 101 8.0 5.6 12.1 19.5 6.5 120 FTG ---- PE 0.0 102 8.0 5.6 13.3 20.4 0.097 TL 12.00 PV 0.3 Pipe: 2 -39.9 1.452 PL 8.50 PF 0.8 102 8.0 5.6 13.3 20.4 7.7 120 FTG ---- PE -0.4 103 9.0 5.6 13.7 20.7 0.096 TL 8.50 PV 0.4 Pipe: 3 -60.6 1.452 PL 9.00 PF 1.9 103 9.0 5.6 13.7 20.7 11.7 120 FTG ---- PE -2.2 31 14.0 0.0 13.4 0.0 0.208 TL 9.00 PV 0.9 Pipe: 4 -21.0 1.104 PL 4.00 PF 1.4 104 9.0 5.6 14.1 21.0 7.0 120 FTG ET PE -2.2 31 14.0 0.0 13.4 0.0 0.111 TL 13.00 PV 0.3 Pipe: 5 -81.6 1.687 PL 6.00 PF 2.8 31 14.0 0.0 13.4 0.0 11.7 120 FTG T PE 0.0 21 14.0 0.0 16.1 0.0 0.174 TL 16.00 PV 0.9 Pipe: 6 -23.2 1.452 PL 9.00 PF 0.3 106 8.0 5.6 17.2 23.2 4.5 120 FTG ---- PE -0.4 105 9.0 5.6 17.1 23.2 0.035 TL 9.00 PV 0.1 Pipe: 7 -46.4 1.452 PL 1.50 PF 1.2 105 9.0 5.6 17.1 23.2 9.0 120 FTG T PE -2.2 21 14.0 0.0 16.1 0.0 0.127 TL 9.50 PV 0.5 Pipe: 8 -20.0 1.104 PL 12.00 PF 1.5 107 8.0 5.6 12.8 20.0 6.7 120 FTG E PE -0.4 108 9.0 5.6 13.8 20.8 0.101 TL 15.00 PV 0.3 Pipe: 9 -40.8 1.452 PL 10.00 PF 1.0 108 9.0 5.6 13.8 20.8 7.9 120 FTG ---- PE 0.0 109 9.0 5.6 14.8 21.6 0.100 TL 10.00 PV 0.4 Pipe: 10 -62.4 1.452 PL 12.00 PF 2.6 109 9.0 5.6 14.8 21.6 12.1 120 FTG ---- PE 0.0 110 9.0 5.6 17.5 23.4 0.219 TL 12.00 PV 1.0 Pipe: 11 -85.8 1.687 PL 3.00 PF 2.5 110 9.0 5.6 17.5 23.4 12.3 120 FTG T PE -2.2 22 14.0 0.0 17.8 0.0 0.190 TL 13.00 PV 1.0 Pipe: 12 -24.6 1.452 PL 9.00 PF 0.7 111 9.0 5.6 19.3 24.6 4.8 120 FTG T PE -2.2 22 14.0 0.0 17.8 0.0 0.039 TL 17.00 PV 0.2 Pipe: 13 -20.5 1.104 PL 12.00 PF 1.6 112 8.0 5.6 13.4 20.5 6.9 120 FTG E PE -0.4 113 9.0 5.6 14.6 21.4 0.106 TL 15.00 PV 0.3 . Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT PIPE DATA (cont.) w,a a1iy.1\LLL\ U L U11'+1'1 nI iCtiULll. t" NiLYal� Page 3 5392A.SDF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -41.9 1.452 PL 10.00 PF 1.1 113 9.0 5.6 14.6 21.4 8.1 120 FTG ---- PE 0.0 114 9.0 5.6 15.7 22.2 0.105 TL 10.00 PV 0.4 Pipe: 15 -64.1 1.452 PL 12.00 PF 2.8 114 9.0 5.6 15.7 22.2 12.4 120 FTG ---- PE 0.0 115 9.0 5.6 18.4 24.0 0.230 TL 12.00 PV 1.0 Pipe: 16 -88.1 1.687 PL 3.00 PF 2.6 115 9.0 5.6 18.4 24.0 12.6 120 FTG T PE -2.2 23 14.0 0.0 18.8 0.0 0.200 TL 13.00 PV 1.1 Pipe: 17 -25.4 1.687 PL 9.00 PF 0.4 116 9.0 5.6 20.6 25.4 3.7 120 FTG T PE -2.2 23 14.0 0.0 18.8 • 0.0 0.020 TL 19.00 PV 0.1 Pipe: 18 -128.0 1.687 PL 3.00 PF 5.2 21 14.0 0.0 16.1 0.0 18.4 120 FTG T PE 1.1 11 11.5 0.0 22.4 0.0 0.399 TL 13.00 PV 2.3 Pipe: 19 -110.4 1.687 PL 3.00 PF 3.9 22 14.0 0.0 17.8 0.0 15.8 120 FTG T PE 1.1 12 11.5 0.0 22.8 0.0 0.303 TL 13.00 PV 1.7 Pipe: 20 -113.5 1.687 PL 3.00 PF 4.2 23 14.0 0.0 18.8 0.0 16.3 120 FTG T PE 1.1 13 11.5 0.0 24.1 0.0 0.320 TL 13.00 PV 1.8 Pipe: 21 -128.0 2.727 PL 10.00 PF 0.4 11 11.5 0.0 22.4 0.0 7.0 120 FTG ---- PE 0.0 12 11.5 0.0 22.8 0.0 0.038 TL 10.00 PV 0.3 Pipe: 22 -238.4 2.727 PL 10.50 PF 1.3 12 11.5 0.0 22.8 0.0 13.1 120 FTG PE 0.0 13 11.5 0.0 24.1 0.0 0.122 TL 10.50 PV 1.2 Pipe: 23 -352.0 2.727 PL 102.00 PF 30.3 13 11.5 0.0 24.1 0.0 19.3 120 FTG 2E PE 0.4 2 10.5 0.0 54.9 0.0 0.250 TL 121.40 PV 2.5 Pipe: 24 -352.0 4.352 PL 5.00 PF 0.1 2 10.5 0.0 54.9 0.0 7.6 120 FTG ---- PE 4.5 1 0.0 0.0 59.5 0.0 0.026 TL 5.00 PV 0.4 Pipe: 25 FIXED PRESSURE LOSS DEVICE BOR 0.0 0.0 64.5 0.0 5.0 psi, 352.0 gpm 1 0.0 0.0 59.5 0.0 Pipe: 26 -352.0 4.220 PL 40.00 PF 2.6 BOR 0.0 0.0 64.5 0.0 8.1 140 FTG 2ETG PE 0.0 SRC 0.0 SRCE 67.1 (N/A) 0.022 TL 116.00 PV 0.4 Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT 01011;1'1 ni1Jtt1ULIL tllVAL7615 Page 4 5392A.SDF NOTES: (1) Calculations were performed by the HASS 6.2.0 computer program under license no. 0 I5825A granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.191 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 19.3 ft/sec at pipe 23. (3) (4) PIPE FITTINGS TABLE Pipe Table Name: FSW-STD.PIP PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths (in) E T L C B Ell Tee LngEll ChkVly BfyVly 1.104 1.452 1.687 3.00 6.00 4.00 8.00 5.00 10.00 3.00 6.00 3.00 9.00 3.00 11.00 8.00 8.00 8.00 PAGE: D MATERIAL: DI.52 HWC: 140 Diameter Equivalent Fitting Lengths (in) E T L C B Ell Tee LngEll ChkVly BfyVly 4.220 18.00 36.00 11.00 39.00 22.00 PAGE: G Diameter (in) MATERIAL: SUPERF HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk D DPV1v 1.00 13.00 13.00 1.00 13.00 13.00 1.00 13.00 13.00 in Feet G GatVly 4.00 in Feet G A D GatVly AlmVly DryVly 2.727 9.70 19.40 6.90 22.70 11.30 1.60 12.50 16.00 4.352 14.60 29.20 9.90 32.10 17.50 2.90 33.60 14.60 •JL i\1 tYi\L La' it JiJ1L�1'i ilii rukuLlL tiiVALT51� Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT WATER SUPPLY CURVE 156+ *\\ I \\\ 143+ \\\ 1 0 \\\ 130+ 1 117+ 1 1 P104+ R I E I S I S 91+ U I R I E I 78+ ( 1 P S I X I 65+ ) 52+ 1 1 39+ 1 1 1 26+ I X 13+ 0 0++-+---+----+ + + 400 600 800 1000 1200 1400 \\\ \\\ \\ \\\ \\\ LEGEND = Required 67.14 psi = Available 140.32 psi Water Supply @ 602.0 gpm Water Supply @ 602.0 gpm \\\ \\\ \\ rage 5 5392A.SDF * <-104 0 psi @ 1547 gpm Flow Test Point + + + + 1600 1800 2000 FLOW (GPM) FIRE SYSTEMS WEST 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WA 98047 HYDRAULIC CALCULATIONS FOR OUTBACK RESTAURANT KITCHEN FILE NUMBER: 5392B DATE: Oct 03, 1997 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP II DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: VARIES NUMBER OF SPRINKLERS CALCULATED: 22 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 514.2 gpm TOTAL WATER REQUIRED (including hose): 764.2 gpm FLOW AND PRESSURE (@ BOR): 514.2 gpm @ 74.1 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: FIRE SYSTEMS WEST DESIGN/LAYOUT BY: STEVE DORSEY AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A ) HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS ' Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT WATER SUPPLY DATA Page 1 5392B.SDF SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 120.0 100.0 2000.0 116.6 764.2 79.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 764.2 GPM 250.0 GPM 0.0 GPM 514.2 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 0.0 SOURCE 79.4 514.2 1 0.0 69.1 2 10.5 64.3 BOR 0.0 74.1 16 11.0 24.8 17 11.0 25.5 18 11.0 28.1 26 14.0 19.2 27 14.0 22.1 28 14.0 23.7 50 14.0 10.9 51 14.0 12.2 52 14.0 12.3 53 14.0 14.0 54 14.0 15.7 55 14.0 17.9 56 14.0 20.9 57 14.0 23.2 301 8.0 K= 5.60 14.0 20.9 302 8.0 K= 5.60 14.1 21.0 303 8.0 K= 5.60 12.7 19.9 304 8.0 K= 5.60 12.7 20.0 305 8.0 K= 5.60 14.8 21.6 306 8.0 K= 5.60 16.9 23.0 307 8.0 K= 5.60 20.6 25.4 308 8.0 K= 5.60 21.6 26.0 309 8.0 K= 5.60 21.1 25.7 310 8.0 K= 5.60 12.8 20.0 311 8.0 K= 5.60 14.7 21.5 312 8.0 K= 5.60 16.2 22.5 313 8.0 K= 5.6.0 17.7 23.5 314 8.0 K= 5.60 19.4 24.6 315 8.0 K= 5.60 24.2 27.6 316 8.0 K= 5.60 16.6 22.8 SPRINKLER SYSTEM Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT NODE TAG ELEVATION NODE TYPE (FT) 317 318 319 320 321 322 8.0 8.0 8.0 8.0 8.0 8.0 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 HYDRAULIC ANALYSIS PRESSURE (PSI) 17.4 18.0 15.6 19.4 22.3 24.5 DISCHARGE (GPM) 23.4 23.8 22.1 24.7 26.5 27.7 Page 2 5392B.SDF ornINALnal 5Y1iM HYDRAULIC ANALYSIS Page 3 • Date: 10/03/1997 5392B.SDF JOB TITLE: OUTBACK RESTAURANT PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -20.9 1.104 PL 8.00 PF 0.9 301 8.0 5.6 14.0 20.9 7.0 120 FTG ---- PE -2.6 51 14.0 0.0 12.2 0.0 0.110 TL 8.00 PV 0.3 Pipe: 2 -21.0 1.104 PL 1.00 PF 0.8 302 8.0 5.6 14.1 21.0 7.0 120 FTG T PE -2.6 51 14.0 0.0 12.2 0.0 0.111 TL 7.00 PV 0.3 Pipe: 3 -41.9 1.452 PL 1.00 PF 0.1 51 14.0 0.0 12.2 0.0 8.1 120 FTG ---- PE 0.0 52 14.0 0.0 12.3 0.0 0.105 TL 1.00 PV 0.4 Pipe: 4 -19.9 1.104 PL 8.50 PF 0.9 303 8.0 5.6 12.7 19.9 6.7 120 FTG ---- PE -2.6 50 14.0 0.0 10.9 0.0 0.101 TL 8.50 PV 0.3 Pipe: 5 -39.9 1.452 PL 3.00 PF 1.4 50 14.0 0.0 10.9 0.0 7.7 120 FTG ET PE 0.0 52 14.0 0.0 12.3 0.0 0.096 TL 15.00 PV 0.4 Pipe: 5A -20.0 1.104 PL 2.00 PF 0.8 304 8.0 5.6 12.7 20.0 6.7 120 FTG T PE -2.6 50 14.0 0.0 10.9 0.0 0.101 TL 8.00 PV 0.3 Pipe: 6 -81.8 1.687 PL 9.50 PF 1.7 52 14.0 0.0 12.3 0.0 11.7 120 FTG ---- PE 0.0 53 14.0 0.0 14.0 0.0 0.174 TL 9.50 PV 0.9 Pipe: 7 -21.6 1.104 PL 6.00 PF 1.8 305 8.0 5.6 14.8 21.6 7.2 120 FTG ET PE -2.6 53 14.0 0.0 14.0 0.0 0.117 TL 15.00 PV 0.4 Pipe: 8 -103.4 1.687 PL 1.00 PF 0.3 53 14.0 0.0 14.0 0.0 14.8 120 FTG ---- PE 2.6 306 8.0 5.6 16.9 23.0 0.269 TL 1.00 PV 1.5 Pipe: 9 -126.4 1.687 PL 9.50 PF 3.7 306 8.0 5.6 16.9 23.0 18.1 120 FTG ---- PE 0.0 307 8.0 5.6 20.6 25.4 0.390 TL 9.50 PV 2.2 Pipe: 10 -151.8 2.154 PL 6.00 PF 1.0 307 8.0 5.6 20.6 25.4 13.4 120 FTG ---- PE 0.0 308 8.0 5.6 21.6 26.0 0.166 TL 6.00 PV 1.2 Pipe: 11 -177.8 2.154 PL 1.00 PF 0.2 308 8.0 5.6 21.6 26.0 15.7 120 FTG T PE -2.6 26 14.0 0.0 19.2 0.0 0.223 TL 1.00 PV 1.6 Pipe: 12 -25.7 1.452 PL 9.00 PF 0.7 309 8.0 5.6 21.1 . 25.7 5.0 120 FTG T PE -2.6 26 14.0 0.0 19.2 0.0 0.042 TL 17.00 PV 0.2 JYK1NnLbh SYSTEM HYDRAULIC ANALYSIS - Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT PIPE DATA (cont.) Page 4 5392B.SDF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 13 -20.0 1.104 PL 10.50 PF 2.0 310 8.0 5.6 12.8 20.0 6.7 120 FTG ET PE 0.0 311 8.0 5.6 14.7 21.5 0.101 TL 19.50 PV 0.3 Pipe: 14 -41.5 1.452 PL 6.00 PF 1.4 311 8.0 5.6 14.7 21.5 8.0 120 FTG 2E PE 0.0 312 8.0 5.6 16.2 22.5 0.103 TL 14.00 PV 0.4 Pipe: 15 -64.0 1.452 PL 6.50 PF 1.5 312 8.0 5.6 16.2 22.5 12.4 120 FTG ---- PE 0.0 313 8.0 5.6 17.7 23.5 0.230 TL 6.50 PV 1.0 Pipe: 16 -87.6 1.687 PL 8.50 PF 1.7 313 8.0 5.6 17.7 23.5 12.6 120 FTG ---- PE 0.0 314 8.0 5.6 19.4 24.6 0.198 TL 8.50 PV 1.1 Pipe: 17 -112.2 1.687 PL 7.00 PF 5.3 314 8.0 5.6 19.4 24.6 16.1 120 FTG T PE -2.6 27 14.0 0.0 22.1 0.0 0.313 TL 17.00 PV 1.7 Pipe: 18 -27.6 1.452 PL 1.50 PF 0.5 315 8.0 5.6 24.2 27.6 5.3 120 FTG T PE -2.6 27 14.0 0.0 22.1 0.0 0.048 TL 9.50 PV 0.2 Pipe: 19 -22.8 1.104 PL 6.00 PF 0.8 316 8.0 5.6 16.6 22.8 7.6 120 FTG ---- PE 0.0 317 8.0 5.6 17.4 23.4 0.130 TL 6.00 PV 0.4 Pipe: 20 -46.2 1.452 PL 5.00 PF 0.6 317 8.0 5.6 17.4 23.4 8.9 120 FTG ---- PE 0.0 318 8.0 5.6 18.0 23.8 0.126 TL 5.00 PV 0.5 Pipe: 21 -69.9 1.452 PL 1.00 PF 0.3 318 8.0 5.6 18.0 23.8 13.6 120 FTG ---- PE -2.6 54 14.0 0.0 15.7 0.0 0.271 TL 1.00 PV 1.2 Pipe: 22 -22.1 1.104 PL 7.00 PF 2.7 319 8.0 5.6 15.6 22.1 7.4 120 FTG 3ET PE -2.6 54 14.0 0.0 15.7 0.0 0.122 TL 22.00 PV 0.4 Pipe: 23 -92.1 1.687 PL 10.00 PF 2.2 54 14.0 0.0 15.7 0.0 13.2 120 FTG -- PE 0.0 55 14.0 0.0 17.9 0.0 0.217 TL 10.00 PV 1.2 Pipe: 24 -24.7 1.104 PL 1.00 PF 1.0 320 8.0 5.6 19.4 24.7 8.3 140 FTG T PE -2.6 55 14.0 0.0 17.9 0.0 0.113 TL 8.98 PV 0.5 Pipe: 25 -116.8 1.687 PL 9.00 PF 3.0 55 1,4.0 0.0 17.9 0.0 16.8 120 FTG ---- PE 0.0 56 14.0 0.0 20.9 0.0. 0.337 TL 9.00 PV 1.9 behINALLE SYSTEM HYDRAULIC ANALYSIS • Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT PIPE DATA (cont.) Page 5 5392B.SDF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 26 -26.5 1.104 PL 1.00 PF 1.1 321 8.0 5.6 22.3 26.5 8.9 140 FTG T PE -2.6 56 14.0 0.0 20.9 0.0 0.128 TL 8.98 PV 0.5 Pipe: 27 -143.2 2.154 PL 7.00 PF 2.8 56 14.0 0.0 20.9 0.0 12.6 120 FTG T PE 0.0 28 14.0 0.0 23.7 0.0 0.149 TL 19.00 PV 1.1 Pipe: 28 -27.7 1.104 PL 1.00 PF 1.3 322 8.0 5.6 24.5 27.7 9.3 120 FTG T PE -2.6 57 14.0 0.0 23.2 0.0 0.185 TL 7.00 PV 0.6 Pipe: 29 -27.7 1.452 PL 3.00 PF 0.5 57 14.0 0.0 23.2 0.0 5.4 120 FTG T PE 0.0 28 14.0 0.0 23.7 0.0 0.049 TL 11.00 PV 0.2 Pipe: 30 -203.5 2.154 PL 3.00 PF 4.3 26 14.0 0.0 19.2 0.0 17.9 120 FTG T PE 1.3 16 11.0 0.0 24.8 0.0 0.286 TL 15.00 PV 2.2 Pipe: 31 -139.8 2.154 PL 3.00 PF 2.1 27 14.0 0.0 22.1 0.0 12.3 120 FTG T PE 1.3 17 11.0 0.0 25.5 0.0 0.143 TL 15.00 PV 1.0 Pipe: 32 -170.9 2.154 PL 3.00 PF 3.1 28 14.0 0.0 23.7 0.0 15.1 120 FTG T PE 1.3 18 11.0 0.0 28.1 0.0 0.207 TL 15.00 PV 1.5 Pipe: 33 -203.5 2.727 PL 8.00 PF 0.7 16 11.0 0.0 24.8 0.0 11.2 120 FTG ---- PE 0.0 17 11.0 0.0 25.5 0.0 0.091 TL 8.00 PV 0.8 Pipe: 34 -343.2 2.727 PL 11.00 PF 2.6 17 11.0 0.0 25.5 0.0 18.9 120 FTG ---- PE 0.0 18 11.0 0.0 28.1 0.0 0.239 TL 11.00 PV 2.4 Pipe: 35 -514.2 2.727 PL 52.00 PF 36.0 18 11.0 0.0 28.1 0.0 28.2 120 FTG 2E PE 0.2 2 10.5 0.0 64.3 0.0 0.504 TL 71.40 PV 5.4 Pipe: 36 -514.2 4.352 PL 5.00 PF 0.3 2 10.5 0.0 64.3 0.0 11.1 120 FTG ---- PE 4.5 1 0.0 0.0 69.1 0.0 0.052 TL 5.00 PV 0.8 Pipe: 37 FIXED PRESSURE LOSS DEVICE BOR 0.0 0.0 74.1 0.0 5.0 psi, 514.2 gpm 1 0.0 0.0 69.1 0.0 Pipe: 38 -514.2 4.220 PL 40.00 PF 5.2 BOR 0.0 0.0 74.1 0.0 11.8 140 FTG 2ETG PE 0.0 SRC 0.0 SRCE 79.4 (N/A) 0.045 TL 116.00 PV 0.9 V t 1\11\1\LJ.:L1\ U l U l J L L L1 L JJ L[1'LUL1l: LAMUJ 101.7 . Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT rage.b 5392B.SDF NOTES: (1) Calculations were performed by the HASS 6.2.0 computer program under license no. 0 I5825A granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.084 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 28.2 ft/sec at pipe 35. (3) (4) PIPE FITTINGS TABLE Pipe Table PAGE: C Diameter (in) 1.104 1.452 1.687 2.154 PAGE: D Diameter (in) Name: FSW-STD.PIP MATERIAL: XL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkV1v BfyVly 3.00 6.00 4.00 8.00 5.00 10.00 6.00 12.00 3.00 3.00 3.00 4.00 6.00 9.00 11.00 13.00 8.00 8.00 8.00 7.00 MATERIAL: DI.52 HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 4.220 18.00 36.00 11.00 39.00 22.00 PAGE: G Diameter (in) MATERIAL: SUPERF HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk D DPV1v 1.00 13.00 13.00 1.00 13.00 13.00 1.00 13.00 13.00 1.00 12.00 12.00 in Feet G GatVly 4.00 in Feet G A D GatVly AlmVly DryVly 2.727 9.70 19.40 6.90 22.70 11.30 1.60 12.50 16.00 4.352 14.60 29.20 9.90 32.10 17.50 2.90 33.60 14.60 Uri111\i\L Ps i\ 0101P,1'1 1111„Int1ULiiL. tiatuiioio Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT WATER SUPPLY CURVE rage i 5392B.SDF 120*\\\\\\\\ 1 \\0\\\\\ \\\\\\\\ 1 \\\\\\\\ 110+ \\\\\\\\ 1 \\\\\\\\ 1 \\\\\\\\ 1 \\\\\\\\ 100+ 100 0 psi @ 2000 gpm-> * 1 Flow Test Point 1 1 90+ 1 P 80+ X R 1 E 1 S 1 S 70+ U 1 R 1 E 1 60+ ( 1 P S 1 I 50+ ) 1 1 40+ 1 1 30+ 1 1 1 20+ LEGEND 1 1 X = Required Water Supply 79.38 psi @ 764.2 gpm 10+ 1 0 = Available Water Supply " 116.63 psi @ 764.2 gpm 1 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) FIRE SYSTEMS WEST 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WA 98047 HYDRAULIC CALCULATIONS FOR OUTBACK RESTAURANT DRY SYSTEM FRONT CANOPY FILE NUMBER: 5392D DATE: Oct 03, 1997 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP I DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: LENGTH OF 5 SPRINKLERS COVERAGE PER SPRINKLER: VARIES NUMBER OF SPRINKLERS CALCULATED: 7 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 131.8 gpm TOTAL WATER REQUIRED (including hose): 381.8 gpm FLOW AND PRESSURE (@ BOR): 131.8 gpm @ 65.9 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: FIRE SYSTEMS WEST DESIGN/LAYOUT BY: STEVE DORSEY AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A ) HRS SYSTEMS, INC. ATLANTA, GA Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT WATER SUPPLY DATA arx1NYLEK SYSTEM HYDRAULIC ANALYSIS SOURCE NODE TAG SRC STATIC PRESS. (PSI) 120.0 RESID. FLOW PRESS. @ (PSI) (GPM) 100.0 2000.0 AGGREGATE FLOW ANALYSIS: AVAIL. PRESS. @ (PSI) 119.1 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) SRC 1 2 BOR 41 42 43 44 45 46 47 201 202 203 204 205 206 207 0.0 0.0 5.5 0.0 14.0 14.0 14.0 14.0 14.0 4.0 7.0 14.0 14.0 16.0 14.0 14.0 22.0 16.0 SOURCE K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 66.2 60.9 58.5 65.9 13.0 13.0 13.3 13.7 42.0 50.3 56.2 13.8 13.2 10.4 12.1 12.5 7.0 10.9 TOTAL DEMAND (GPM) Page 1 5392D.SDF REQ'D PRESS. (PSI) 381.8 66.2 381.8 GPM 250.0 GPM 0.0 GPM 131.8 GPM DISCHARGE (GPM) 131.8 20.8 20.3 18.1 19.5 19.8 14.8 18.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS ' Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT PIPE DATA PIPE TAG END ELEV. NODES (FT) Pipe: 201 202 NOZ. (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT 1 39.2 1.687 PL 10.00 14.0 5.6 13.8 20.8 5.6 100 FTG ---- 14.0 5.6 13.2 20.3 0.063 TL 10.00 Pipe: 2 202 14.0 41 14.0 Pipe: 3 203 16.0 41 14.0 Pipe: 4 41 14.0 42 14.0 Pipe: 5 204 14.0 42 14.0 Pipe: 6 42 14.0 43 14.0 Pipe: 7 205 14.0 43 14.0 Page 2 5392D.SDF PRESS. SUM. (PSI) PF PE PV 18.9 1.550 PL 8.00 PF 5.6 13.2 20.3 3.2 100 FTG ---- PE 0.0 13.0 0.0 0.024 TL 8.00 PV -18.1 1.104 PL 8.00 5.6 10.4 18.1 6.1 100 FTG ET 0.0 13.0 0.0 0.118 TL 14.42 0.0 0.0 13.0 0.0 13.0 0.0 0.8 1.687 PL 5.00 0.1 100 FTG ---- 0.000 TL 5.00 PF PE PV PF PE PV -19.5 1.104 PL 2.00 PF 5.6 12.1 19.5 6.5 100 FTG T PE 0.0 13.0 0.0 0.136 TL 6.28 PV -18.7 1.687 PL 23.00 PF 0.0 13.0 0.0 2.7 100 FTG ---- PE 0.0 13.3 0.0 0.016 TL 23.00 PV -19.8 1.104 PL 2.00 PF 5.6 12.5 19.8 6.6 100 FTG T PE 0.0 13.3 0.0 0.139 TL 6.28 PV Pipe: 8 43 14.0 0.0 44 14.0 0.0 206 207 Pipe: 9 22.0 16.0 Pipe: 10 207 16.0 44 14.0 Pipe: 11 44 14.0 45 14.0 Pipe: 12 45 14.0 46 4.0 Pipe: 13 46 4.0 47 7.0 -38.5 1.687 PL 5.00 PF 13.3 0.0 5.5 100 FTG ---- PE 13.7 0.0 0.061 TL 5.00 PV -14.8 1.104 PL 14.00 PF 5.6 7.0 14.8. 5.0 100 FTG E PE 5.6 10.9 18.5 0.082 TL 16.14 PV -33.3 5.6 10.9 18.5 6.5 0.0 13.7 0.0 -71.8 0.0 13.7 0.0 10.3 0.0 42.0 0.0 -131.8 0.0 42.0 0.0 11.6 0.0 50.3 0.0 -131.8 0.0 50.3 . 0.0 11.6 0.0 56.2 0.0 1.452 PL 8.00 100 FTG 2ET 0.096 TL 19.42 1.687 PL 119.00 100 FTG 2E3T 0.192 TL 147.55 2.154 PL 14.00 100 FTG 2E 0.180 TL 22.56 2.154 PL 8.00 120 FTG 2E2TD 0.128 TL 56.00 PF PE PV PF PE PV PF PE PV PF PE PV 0.6 0.0 0.2 0.2 0.0 0.1 1.7 0.9 0.2 0.0 0.0 0.0 0.9 0.0 0.3 0.4 0.0 0.0 0.9 0.0 0.3 0.3 0.0 0.2 1.3 2.6 0.2 1.9 0.9 0.3 28.3 0.0 0.7 4.1 4.3 0.9 7.2 -1.3 0.9 SYlt1NKLEK SYSTEM HYDRAULIC ANALYSIS ' Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) NOZ. (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT Pipe: 14 -60.0 1.687 PL 176.00 201 14.0 5.6 13.8 20.8 8.6 100 FTG 4E2T 45 14.0 0.0 42.0 0.0 0.138 TL 204.55 Pipe: 15 47 7.0 2 5.5 Pipe: 16 2 5.5 1 0.0 Pipe: 17 BOR 0.0 1 0.0 0.0 -131.8 2.727 PL 12.00 0.0 56.2 0.0 7.2 120 FTG ET 0.0 58.5 0.0 0.041 TL 41.10 - 131.8 4.352 PL 5.00 0.0 58.5 0.0 2.8 120 FTG ---- 0.0 60.9 0.0 0.004 TL 5.00 Page 3 5392D.SDF PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV FIXED PRESSURE LOSS DEVICE 0.0 65.9 0.0 5.0 psi, 131.8 gpm 60.9 0.0 Pipe: 18 BOR 0.0 0.0 SRC 0.0 SRCE - 131.8 4.220 PL 40.00 PF 65.9 0.0 3.0 140 FTG 2E PE 66.2 (N/A) 0.004 TL 76.00 PV 28.1 0.0 0.5 1.7 0.6 0.4 0.0 2.4 0.1 0.3 0.0 0.1 NOTES: (1) Calculations were performed by the HASS 6.2.0 computer program under license no. 0 I5825A granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.008 gpm and a maximum imbalance at any node of 0.131 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 11.6 ft/sec at pipe 13. •arK1NALhK 6Y6ThM fYUKAULIC: ANALYSIS Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT (4) PIPE FITTINGS TABLE Pipe Table PAGE: C Diameter (in) 1.104 1.452 1.687 2.154 PAGE: D Diameter (in) Name: FSW-STD.PIP MATERIAL: XL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 3.00 6.00 4.00 8.00 5.00 10.00 6.00 12.00 3.00 3.00 3.00 4.00 6.00 9.00 11.00 13.00 8.00 8.00 8.00 7.00 MATERIAL: DI.52 HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 4.220 18.00 36.00 11.00 39.00 22.00 PAGE: G Diameter (in) MATERIAL: SUPERF HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly Page 4 5392D.SDF in Feet G A GatVly AlmChk D DPV1v 1.00 13.00 13.00 1.00 13.00 13.00 1.00 13.00 13.00 1.00 12.00 12.00 in Feet G GatV1v 4.00 in Feet G A GatVly AlmVly 2.727 9.70 19.40 6.90 22.70 11.30 1.60 12.50 4.352 14.60 29.20 9.90 32.10 17.50 2.90 33.60 PAGE: * Diameter (in) MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk D DryVly 16.00 14.60 D DPV1v 1.550 5.28 10.56 3.52 12.33 10.56 1.76 17.61 17.61 ,,AAtlYrvuzn aX 1J N HYDRAULIC ANALYSIS Date: 10/03/1997 JOB TITLE: OUTBACK RESTAURANT WATER SUPPLY CURVE Page 5 5392D.SDF 120*\\0\\\\\ \\\\\\\\ 1 \\\\\\\\ 110+ \\\\\\\\ \\\\\\\\ \\\\\\\\ 1 \\\\\\\\ 100+ \\\\\\\\ 100 0 psi @ 2000 gpm-> * Flow Test Point 1 90+ 1 1 1 P 80+ R 1 E 1 S 1 S 70+ U 1 R 1 X E 1 60+ ( P 1 S 1 I 50+ ) 1 1 1 40+ 1 1 1 30+ 1 1 20+ LEGEND 1 „ 1 X = Required Water Supply 1 66.21 psi @ 381.8 gpm 10+ „ 0 = Available Water Supply I 119.07 psi @ 381.8 gpm 1 1t 0++-+---+----+ + + + + 400 600 800 1000 1200 1400 1600 1800+ FLOW (GPM) 2000 A "AAA, JAAAAA TOP PLATE 146., 14 ?WC ...MIALAZ."— %IAA L (EXISTING) SINGLE -PLY ROOFING, 50# BUILDING PAPER, R -2I RIGID INSUL, PLD. SHEATHING PER STRUCT. (EXISTING) SINGLE -PLY ROOFING PLYIV. SHEATHING (EXISTING) LOUVERED PIALL VENTS PROVIDING A MIN, NET CLEAR AREA OF 445 SO,IN. 4 SPACE VENTS EQUALLY ARCM" INSIDE PERIMETER OF PARAPET MLL(EXIST) 12 12 I-ATION 1_i, viAti eKi-rwts 1: 4 \i'liNt .....0-AAAAA•AA.....A•A•AA•AAA••••••••••AtAd (EXISTING) ROOF CONSTRUCTION: FRAMING PER STRUCT., PLYIND. SHEATHING PER SIR-JCT., 50P BUILDING PAPER, METAL ROOFING Ixb V. -JOINT SIDING (EXISTING) HEADER AIN SUSPENDED ACOUSTICAL CEILING TILE (EXIST.) Ix WRAP 2x SILL 1x4 PINE TRIM (EXISTING) Ixb V -JOINT PINE (EXISTING) 2x5'43]....ocKING (EXISTING) 1x4 5LOCKING (EXISTING) Ixe. PINE SASE (EXISTING) SUSPEND=12 ACOUSTICAL CEILING TILE 2x SILL 1x4 PINE TRIM Ixb V -JOINT PINE SIDING 2x8 BLOCKING AT 2'-4" A.F.F. AT TABLES 1x4 BLOCKING Ixb PINE SASE -SEE ALTERNATE SASE DETAIL 3/A-6 4" CONC. FLOOR SLAB OVER b MIL. VAPOR BARRIER (EXISTING) (3) 2x10 HEADER IN/ PLYIND FILLER INSUL. GLAZING IN/ I/2" AIR SPACE BLOCK WINDOW NI 1/2" PLYViD EXTERIOR INALL: 055 SIDING Y'/ 6," EXPOSED, 15P BUILDING PAPER, PLYVID. SHEATHING, 2.XE, STUDS @ lb0.0., R -I1 BATT INSUL., s/s" 6.1,413. EXTERIOR CONCRETE SLAB - EXISTING • " . (iv 'I. 49' • ^ • /, OUNDATION: 5-10 RIGID INSULATION (EXISTING) GENERAL NOTES 1. All design and installation in accordance with NFPA Standards. 2. All materials to be Underwriters Labora- tories Listed and/or FM approved. 3. Overhead piping to be black steel confor- ming to specifications of ASTM A795, ANSI / ASTM A53, ANSI 1336.10M, ASTM A135. HYDRAULIC DESIGN INFORMAT ON SYSTEM DESIGN vitru: OPERATION DENSITY MAX ARENHEAD K -FACTOR MONOLITHIC CONCRETE FOOTING kV 4" CONC. FLOOR SLAB OVER b MIL. VAPOR BARRIER CONCRETE: 2500ps1 5.5 SACK FI5ERMES1-1 dl A-50LT AT " 0.C..10" MIN 51,4Er-,1,4m,tr (5) #4 SAR 5 10 RID. INSUL. OEX EX SCALE: I/16" ll -0" vi RETU9 PEND ITO CtIN LIGHT EX EXO EX EXISTIN PINt E E EX J.i r REM! 14 EXTEND E TO NEW 4 G CIRCUI -1 I 2 ,E H Ex STINGR ADDITION L I! E Exi EX "7- -r- EX -r — EXI 24 1. F i& NEUJPI II 1-1— F AA' AAJA" AA. 15 II II x F0 lb NG! 4IXNTION REVISIONS FLOW TEST Ed. F 15 it I— IL L SPRINKLER LEGEND DESCRIPTION ORIF TEMP. .J.,Wt. •WOJAW.~.."AA" FINISH NO REQ SYMBOL HELD VERI---15 TF TWO_LI6k415 ARE -CONNECTED , J fl DESCRIPTION DEVICE MFG. ORIF TEMP. FINISH TUKWILA FIRE DEPARTMEN1 Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. .43 lk lA— Le4 Q.- K. v 1-\ L -D -rr) t‹ LL ki 4 -A NI 0 Nkt) t\.t t4 61 A r 17. -I0 it -IA LA rr1O j -r S D 1 LT? 1 /NJ C--, -ti..-1;2-tm, t -1- ' --D 2.) 00 - GilE NJ C.2_ A; 4- t 2 Cot -4 1,,1 L.L....,: L-.3 1,441". I . Dt)J tJe. 11".• . 0.4••)1"t'A l'' H --I-L._ ',41D1. --,<L, 4,..!..D -1-.L.L._ L T ID, I n4.?, +I-. Au E: t7C, LkV OC.- ., 1.-I A SOUTHCENTER SHOPPING MALL MOTOR INN ER BOULEVARD PROF. OFFICES RETAIL • tAt4A..A. -.....A.A.A.A.w.AAAAA,AAWAAwAAA.A..JAAAjAwl ?L. 5-4 Without Comments O As Noted In Red E] Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and 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. Date: 0 1 By: 5-421, BON MARCHE D I SIRI 5UT 1 ON CENTER CITY OF SEATTLE POND SITE LOCATION NOT TO SALE Li.f 7- I -I A L C LI *13L.1._L t «r h i• -I Li K 14,/ 157T, SPRK. ON SHEET SPRK. ON JOB DATE • r 7102 - 180th AVE. NE, SUITE A-105 * REDMOND, WA • 98052 WESTERN STATES FIRE PROTECTION COMPANY OFFICES LOCATED DENVER / RAPID CITY / MINNEAPOLIS / DULUTH DALLAS / HOUSTON ALBUQUERQUE I AUSTIN / SEATTLE / PORTLAND I PHOENIX / KANSAS CITY / ST LOUIS Phone: 206-881-0100 WA ficu VIESTESF136CF MAY ,/1 J _j (...) IL/LJ CORPORATE PARK NORTH < II ........................... SYSTEM #1 NOTE' ALL PIPING IN 3/8' SCHI 40 BLACK PIPE EXHAUST FAN TO REMAIN ON, MAKEUP AIR AND ALL ELECTRIC TO SHUT—DOWN IN SYSTEM ACTUATION. NOZZEL PLACEMENT MEETS ANSUL UL300 CRITERIA 2W DUCT 12' X 21' (66') —HOOD 41 10'-6' CITY DESCRIPTION PART # FLOW PT. 3 2W 419348 2 8 1N 419346 1 1 3N 419349 3 2 290 419342 2 4 1/2N 419334 1/2 DUCT 12' X 14' (52') HOOD #2 12'-0' 2W DUCT 12' X 14' (52') ANSUL R-102 UL300 7.5 GAL. SYSTEM .-7-44EMOTE PULL 5'-0' MAX. APPLIANCE LEGEND ITEM DESCRIPTION A FRYER B 6 BURNER RANGE C 48' CHARBROILER D 24' GRIDDLE * E 48' GRIDDLE F CHEESE MELTER 1/2N 1/2N 3N j' - 1/2N i�- 290 1N 290 iN 1N iN 290 00 00 0 G 00 ?.CCE"T�[�� Without Comments As Noted In Red Per The Attached Letter 0CI) Q 03c -d al 42 C 6 w a) O a 0 0 0. U) C -o G . - it to -- §•oho s 3in 'a f= V Cl) `ter . a) N 0.) b... o , Ro O O mOm O C 8 a) 2 811 Q' `' .Cl ' a) ,- .) C) 1"'= > N ,o C >r ca 6- 0 u) "O CO N .n 2oc0 m .Y..) ft 1%"`- :to175 0iu.-..:tsm 8 P ?- i ,......7--- <:2 s•a)11. cv�oo:"Z- n nn in>,� �.�vn 21.0 2 • L ( '-. a - .... ! aL :Sl ' f= (' .iaS0 C: ,•-n U) r . •• TUKWILA FIRE DEPARTMEN1 Please call: 575-4407 and give this job �m 8 1N SUPPLY #1 5 FLOW POINTS 1.5 AUTO SUPPLY #2 20 FLOW POINTS 6 GAL. TOTAL 25 FLOWS 7.5 GAL ANSUL SYSTEM Fll u arc rww� I ,,r restoration apprc v5 W S{ C5 ln „rYi:e t Waddress for shL.t Jr \cK 5 KNoosK y SCALE: 1CSAP# DAT1L�A) 77F1g0E00 SRNDCsSoN SAS DRAWING NUMBER 05 t l UMW MIN TM* NUMMI �111•11 .� &_ IMIllr: ti • SYSTEM '#2 NOTE' . " ALL PIPING IN 3/8' SCH. 40 BLACK PIPE EXHAUST FAN TO REMAIN ON, MAKEUP AIR AND ALL ELECTRIC TO SHUT -DOWN IN SYSTEM ACTUATION. NOZZEL PLACEMENT MEETS ANSUL UL300 CRITERIA REGULATED RELEASE ASSEMBLY (MECHANICAL) The ANSUL AUTOMAN Regulated Mechanical Release Assembly (3.0 gallon — Part No. 79290 or 1.5 gallon — Part No. 79291) contains the regulated release mechanism, agent tank, expellant gas hose for agent tank hookup, and enclosure knockouts to facilitate installing actuation piping; expellant piping; detection system; and additional equipment This regu- lated release assembly is used In single, double, and multiple. tank systems and must be mounted to a rigid surface. The release mechanism can be used to interconnect both the actu- ation and expellant gas lines as required per system design. The regulator is designed to allow a constant flow of gas into the tank at 100 psi (690 kPa) when the system is actuated. In single, double, and multiple -tank systems, the provided expel- lant gas hose connects the agent tank to the bottom outlet of the regulator. In double and multipte-iank system configurations, the back outlet of the regulator Is used as an expellant gas feed for one additional tank -enclosure or' tank -bracket hookup. The enclosure contains the required knockouts to facilitate this con- nection. If a pressure switch Is to be attached to the regulator, additional fittings are required. The tank is mounted within the enclosure. The tank contains an adaptorttube assembly with a burst disc union. The burst disc helps prevent siphoning of the agent up the pipe due to signifi- cant temperature fluctuations in the area where the tank Is located. The tank Is mild steel and, under normal conditions, requires hydrostatic testing every twelve years. The agent tank is shipped uncharged and must be filled with 1.53 gallons (5.8 L) or 3.06 gallons (11.6 L) of only ANSULEX Low pH Liquid Fire Suppressant during installation. The detection and additional equipment required per system design are connected to the release mechanism. The enclosure contains knockouts to facilitate detection and additional hookups. The system can be actuated automatically or manually. Auto- matic actuation occurs when a fusible link within the detection system separates In a fire condition. Manual actuation of the system occurs when personnel pull on the remote manual pull station pull ring. APPLIANCE LEGEND ITEM DESCRIPTION • A FRYER 14' X 15' B FRYER 19' X 19' MAX. 2W A It REMOTE MANUAL PUU STATION The remote manual pull station (Part No. 4835, Part No. 54011, or Pan No. 415255) is required for manual actuation of the regal tined rebase assembly. The remote manual pull station should be mounted at a pant of egress and posmened at a Myra Oster - mined by the authority having jurisdiction. .NT.. AM Arr..CRn a e.dl rant .q 1.4T.i A..n. iv ,T :Y (;y. ri ..d1.. sr...Rs ..101•.0 ..u., AV..CAO CASCO DUCT 12' X 19' (62') HOOD 9'-6' aero $ ANSUL R-102 UL300 4.5 GAL. SYSTEM EMOTE PULL 2' M.G.V. 1N 1N 290 3N 3N LEGEND OTY DESCRIPTION PART # FLOW PT. 1 2W 419348 2 2 iN 419346 1 2 3N 419349 3 1 290 419342 2 MECHANICAL GAS VALVES The mechanical gas valves are designed to shut off the flow of gas to the appliances upon actuation of the regulated release assembly. The valves are available in sizes of 314 in.. 1 in., t 114 in.. 1 1/2 in., and 2 In. Ansul style; and 2 1/2 in. and 3 in. Asco style. The valves are rated for natural and LP gas. Both styles are UL Listed. Pan No. Description 55598 55601 55604 55607 55610 25937 25938 314 in. Gas Valve (ANSUL) t in. Gas Valve (ANSUL) 1 114 in. Gas Vaive (ANSUL) 1 112 in. Gas Varve (ANSUL) 2 in. Gas Valve (ANSULI 2 1/2 in. Gas Valve (ASCO) 3 in. Gas Valve (ASCO) SUPPLY #1 4 FLOW POINTS 1.5 AUTO SUPPLY #2 8 FLOW POINTS 3 GAL. TOTAL 12 FLOWS 4.5 GAL. ANSUL SYSTEM Maximum Operating Pressure 10 psi (69 kPa) 10 psi (69 kPal 10 psi (69 kPa) 10 psi (69 kPa) 10 psi (69 kPa) 5 psi (34.5 kPa) 5 par (34.5 kPa) • vuuaRCK 5-r5A1414ov5S 45 th4f ° LA ��F1!,(N i�cw Ay APPNvvEO BY: SCALE: DATE: 11-11-31 DRAWN BY Z1/..127 REVISED SRN DES5or 5Ar I "DIVE C.r P-sC- (204) 40 i1 300 DRAWING NUMBER FPefit.( ),3 -450 o 05 1=' FIRE ALARM LEGEND SYMBOL DESCRIPTION QTY FIRE ALARM CONTROL PANEL 1 FAGP HOOD IXSTINGUISHING SYSTEM 1 HOOD REMOTE TEST STATION 8 U$ MANUAL PULL STATION 6 r HORN STROBE 15 YL1 STROBE 1 R BELL I A END OF UNE RESISTOR 12 SOS DUCT DETECTOR 4 Q SMOKE DETECTOR I gWATER FLOW SWITCH IJP! TAMPER SWITCH f CEILING ,44 d ills oN col 84:r AFF TO BOTTOM OF DEVICE UP TO 56" AFF TO OPERABLE PART IF SIDE APPROACH POSSIBLE. 48" AFF TO OPERABLE PART IF FRONT APPROACH NECESSARY. FLOOR itiataivaal CCEPTED ZONE #1 FACP ROOM SMOKE 0 (1) ZONE #2 ANSUL !MIL(2) ZONE #3 REAR PULLS L (3) ZONE #4 FRONT PULLS [1 (3) ZONE #5 HVAC DUCT DETECTORS me (1) (1) ZONE #6 PANEL TAMPER ZO.i>E #7 HVAC DUCT DETECTORS 2 (1) gu (1) ZONE #8 HVAC DUCT DETECTORS 202 (1) iu (1) ZONE #9 HVAC DUCT DETECTORS a e (1) (1) ZONE #10 SPRINKLER TAMPER (1) ZONE #11 WATER FLOW (1) Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted "standards and ordinances. The responsibility for the ii adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after f this date will void this acceptance and will require a !I resubmittal of revised drawings for subsequent approval. .!! Final acceptance is subject to field test and inspection by g The Tukwila Fire Prevention Bureau. Dater By: 120VAC TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. ( FIRE COVER 12V1 11 1.2V12411 p SECURED STORAGE EMPLOYEE BATH S1-5 "`Y S1-6 L MENS BATH MENS BATH Si -7 WOMENS BATH WOMENS BATH DRY 'TORAGE DINING AREA WAITING AREA W.1 COOLER r I = 5' WALLS vigtvm W.I FREEZER DISHWASHER LEGEND DINING AREA WIRE LEGEND OFFICE MECH. ROOM 11-1 10-1 3-1 ELECT. ROOM 3-2 A= 16-2 INITIATING CKT B= 14-2 INDICATING CKT C= 14-2 TWISTED D= 14-2 POWER CKT E= 14-2 CONTROL CKT F= 18-2 SHIELDED DESIGNATES DEVICE NUMBER DESIGNATES SIGNAL CIRCUIT NUMBER DESIGNATES SIGNAL CIRCUIT FIRE ALMM LAN DESIGNATES DEVICE NUMBER DESIGNATES ZONE 169d31 A v iAfl comments two at...c, '•--- Various conditions upon fire insurance rates. They are nut LU trued as bearing in any way upon the question of whether "due al " f car kes been exercised with respect to possible liability P hazards which in - ay lury or damage to propsIis i' result in Mss still exist. "U" HOOK HANGER LEGEND M 4. 0 e LA4-I C : C.A-ri l 6 w. ••• imin MONO 411MIIIM 101101•11. rola. an.m. f•ORM away owe.. Mow OWNED al., IN! dam 4101. MOO 4111•11M1 FLAW (.4:, NEW u OUTBACK STEAKHOUSE r EXIST Nl'('XzNir 1 •ROaP Q Nb114 q 14' PAgK1Nc3 TIP, -r MACHINE THREADED ROD B C COACH SCREW ROD N TOGGLE NUT "C" CLAMP P POWDER DRIVEN STUD SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE SPRINKLER LEGEND UPRIGHT PENDENT TEE SIZE SPRINKLERS UP AND DOWN SYM. TYPE SOUTHCE NT ER ' PARKWAY MFG/MODEL SITE PLAN SCALE= I"=20' -O" SPRINKLERS USED SIZE TEMP. FINISH AXI I o' wA'T�-t` Mr•IN CANOPY DUAN MK DATE BY REVISIONS 2 4 1z A D TOP BEAM CLAMP R WEDGE ANCHOR E EYE ROD T 6 8 16 2 SPRAY O 1/r ING SYMBOL OPENING DOWN A A O 1" 2 0 1 F FLUSH SHELL U G CEILING FLANGE H SIDE BEAM BRACKET V J "J BOLT X 4 17 32 SPRAY 8 6 2 SIDEWALL. O 3/4- 1/2 A 0 4 1" 1/2- 1' /2 m 1 1/2 APPROVALS REQUIRED k1S013, REVIEW • K SHORT CLIP Y L "L" ROD DRY TYPE TEMP. RATING 165' 212' 286' 350' CITY OF TUKWILA OWNER DISTRIBUTION _1^1_5W5 REvIE.W CITY OF TUKWILA OWNER F W ` TOTAL THIS SHEET F IRS DE PAR TME NT CONNECTION: 5'141-cFz kco&PT — YARD POST INDICATOR VALVE BOTHERS 6"LISTING W,ATEK MAIN YID ��PIJK1 sUNPI'Y INE �.�vcre� s� 5� p/ y L, ^!c BY OTHERS fit.; ALL WOCK ROLIKIG t'I �1=ljU 3'-o'' MIN, tr.tRr r`, FIRE SYSTEM WEST. ST'Ak' AT 5 FT OUT FROM NA I(JositK ( 145 PSIG.- 104 P5I �t��112UA1_ 1547 GPM t.OW 11.16 TO It -f- A►J IVOF. 1tO t -IPPA POINT L .VICreA-Z SPX .p, f / r AlJ 4r, (p « ,n4 , Y A3,nv+-A-/ oxP. C 24 Ao 579,r. SP'"ti` y 4.c.) m'V) - r ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the ladequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after a this date will void this acceptance and• 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. Date: 49hC By; •!S�wCertllicareofC� �A f Stepphen Dorsey 391.05 19 '4 ' On sprir '4\'' thio°8h Decopau- /2- F79 6 -. TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. and exact address for shut- down or restoration ap,.roval. Kt..W-tAMD ftAJI5 GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 6. JOINING OP PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WITH. NFPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8.' STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE, DESIGN CRITERIA AND NOTES FILO CONTRACT NAME. OUTBACK STEAKHOUSE 16510 So. CENTER PARKWAY TUi WlLA , WASH/NGTON 98168 CONTRACT WITH. TOMB CONSTRUCTION 3016 N.E. 13L AKELEY SUITE 1000 SEATTLE, WASHINGTON 90105 Fire Systems Wes(t�� rJ 1 OCT 1 t 1997 219 FRONTAGE RD. N., SUITE PACIFIC, WA 98047 PHONE (206) 833-1248 FAX (206) 735-0113 WA ST coww". LIC No. . FIRE SWI 140B1 QUALITY CONTROL BY DATE APPRCVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER .D. D.F. DATE 10.03-97 JOB . NO. 539_27D SHEET /A\1 it 2 4 0-6 -1" 1[194,21 663 h 3 3- 6" z Ir .64 4-36 0- n -63 0 s t 90 It Yt E . ZOLAT a.DI Y MAZAg.G- CiPIL tom' s<f . �t3l�Qt /r.E i co : F - KlErt 121 a Lut Nis TW t 1 f Y c1= c1`atof'Y` C r {t=,11�F J5©t35if t fro DNP rt A 1141 R It+,U(-A'il t"J L ISS 9 O fi G i-11 __Lz if.1: 4c.fb iY f t 66, .36 V.14.26. .N1111111111...... 11*.Ini:kiiiiiiiiii...;10111111111111111111111111111=IIM..46=7211111111111111111/frlielr Itt-iart- " DD1 t'5rt 1t 1 AILULA'tt- 1 thC.V.C4akizipAzAi247 GP I t I orf CV_:.t.5 /4,r ovE,12- --1'h M. :3 f/i _ t3 b-© 4-v .67-0 8-0 Po Rcti fr-C7C?$ le0.11. Act- o " /E X10 t�.Ak1 ito&E.VA i 0 0F4ri t . a. �0 STR 4 _'• StiCr-Z5- 80 IJP Ta 2 i/T PIPE HANGER U SAMMY SUPER SCREW 66. 4.4 6.6166-6.66, '.� AM sai 10 PIPE TA1PEfE N/ O" ROO AEIDED EA 010. SAD R00 3/t NUT VEIL ROLE Erat t 8711 CitOf1D 9f TN. PINCER 1W0 146416 CAN RUN PN44112. OR PERPENONMAR TO TRUSSES HANGER T • PIPE- TRAPEZE 63666333 336- FIRE SPRINKLER PLAN scAr 1%F"=1; -O 0►0 DP -Ar T STOP ta'. o �l FOR FORCES PARALLEL DR PERPENDICULAR TO OPEN -WEB TRUt4ES t1 4Jt)' Accu-F.p. t T •i...� # - t ¥ zi k' lag ew (requires us diameter pilot hole) centered on the underside of the top diord. 21e 2* x steel angle (see -sketch) Maximum length from 10 to foist us 48 inches 3 iff drarneter machine bolt centered between prsts_ 4 Swivel sway brace fitt ng (equ va ent to TOLCO Incorporated Figs.' a 9t0). `L ALLOWABLE HORIZONTAL SkISMIC FORCES ti.bs ) ANGLE TO VE 6. iE 30• 45' i _ 40 140 - 240- 140 The loads w the table are bees the oN tgki the truss • The tortes weiside 13,3 dwatiod carte Yfjustrne 16 1166 463, 661 6'64 3 C 6616 BUILDING SECTION SCALE- Y U" = -O" z qt 711 rn N to 2- S Ft.0 Z f'�.��..a11;t; CAX4E. Zeis i11",E,DItIt-4 H.464t4E, I 4" DOUBLE DETECTOR CHECK VALVE ASST=MB FEBCO # 854 W/ tz} l - M T»1P ►t'(u-t� $ Z TEST t QRAIN A5SEM 1fLY Y. iPI A DRA 111E To _✓t'r W S34 -36 tpn t RISER SECTION ScALE 1/2" * I . 5�T1tt ISI D L.- 514_af,m AL 74�PSt AT VW.. CLI?-_. LATERAL £ARTHOIJAKE BRACE 663 664 .366 *Klaor-ter T.6E1 ye4u, 1 routs 01 -66 RPM 11226 LONGITUDINAL -EARTHQUAKE, BRACE SWAY _ BRACE NOTES MACE. 18 40 t /- 0. k TORAH tots Jig "QUICK WM " nPc0 rnaa 4 -WAY RISER t . o e .f... L"f-WL. C, ZioLF 141.1_1 on 21 �.ir t✓ W./TR PRESSuRE ALARM SWITCH GR INNELL*PSIOVt 2 (o- BuTTERBALL r DRAIN VA LvE 1- er- 4) 2 I/21 BALL DR1P eFLOOR STAN D -40. RISER SECTION ELECTAG atHECK VALVE .6466 66, TBG AIR CONWESSOk 1-----7-7---IH$Yashington Surveying & Rating Buren irtha r 11 125 "OUEJt ELMO" TOPc0 oleo EARTHQUAKE BFACE PLAN REVIEWED AS NOTED SEATTLE WASH - ---411 comments and acceptances relate exclusively to relative ef of ',tar JS conditions upon fire insurance rates They are Rot to be e rt- strued a bearing in any way upon the question of whether due ca has been exercised with respect to possible liability for personal n esult in loss st exist CONTRACT NAME OUTBACK STEAKHOUSE 16 510 SO CENTER PARKWAY — CONTRACT WITH 3016 NE 6LAKELEY SUITE woo SEATTLE, WASH )NGTON RANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS 6661 GENERAL NOTES B COACH SCREW ROD C It"' CLAMP D TOP BEAM CLAMP EYE RO G CE NG FLANGE MACHINE THREADED OD TOGGLE NUT_ POWDER DRIVEN STUD WEDGE ANCHOR SPRINKLER SPKR ORIFICE SIZES THRDS AND TYPE UPRIGHT TEE SIZE SPRINKLERS UP AND DOWN SYM TYPE MFG/MODEL SIZE TEMP FINISH CANOPY CIUAN MK - DATE BY SSU tfez 85 A 16 8 16 2 12 SPRAY 4 32 3/4- OPENING UP SYMBOL OPENING DOWN /2 55 A APPROVALS REQUIRED DISTRIBUTION SIDE BEAM BRACKET " BOLT SHORT CLIP L. ROD — DRY TYPE 4 1/2 1/2 TEMP RATING .8. 165 212 3 286 350 4.1f 1 TOTAL THIS SHEET 13 1 ALL MATERIAL AND EQUIPm ENT TO BE NEW AND UNDERWRITERS APPROVED 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THuSLY 41-61 WHICH ARE END TO END 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAmPHLET NO 13 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAmPHLET NO 13. 5 PIPING SHALL BE IN ACCORDANCE NTH NFPA PAMPHLET NO 13. JOINING OF PIPE AND FITTiNGS, THREADED AND WELDED SHALL. BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. - 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRtNKLER SYSTEm 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE ResPoNsisturt OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE DESIGN CRITERIA AND NOTES 6166 Fire Systems -West 219 FRONTAGE RD N., SUITE B WA c No FIRE SWI 14031 QUALITY CONTROL BY sta DATE APPROVED FOR FABRICATION DATE APPROVED FOR INSTALLATION BY DATE - SHEET DESIGNER 3,1315.1,6664,11-1U f•1661•6 -N.663114,14566.4 336.6655 6-656333 66. DATE ia 3-97 JOB NO 532 2 OF -04