Loading...
HomeMy WebLinkAboutPP - 11222 EAST MARGINAL WAY SOUTH - HUSKY TRUCK CENTER - PERMITS AND PLANS11222 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS 05-F-145 05-S-125 CONFIDENTIAL A FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B CD E F Form: 1/22/01 G NatDEVICE/ WASHINGTONALARM MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) 0 Husky Truck Center -Tukwila CONTROL PANEL AND MODULES 521 LX 1 0.0088 0 0.028 0 DMP XR500 1 0.15 0.15 0.25 0.25 Remote Annuciator 690F 1 0.1 0.1 0.01 0.01 Module 711 8 0.07 0.56 0.049 0.049 0 0 0 • 0 0 0 0 0 j 0 • 0 0 0 INITIATING DEVICES Smoke Detector 521 LX 1 0.0088 0.0088 0.028 0.028 Strobe 0 0 Horn/Strobe Combination 0 0 Bell 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Horn 0 Strobe 0 Horn/Strobe Combination 0 Bell 0 0 0 0 0 j 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.352 24 8.438 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.587 0.083 0.049 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 8.438 1 0.049 8.487 1 1.3 11.033 14 AH (H) PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMAWA 98424 HYDRAULIC CALCULATIONS FOR HUSKY INTERNATIONAL PAINT BOOTH FILE NUMBER: 12-8694 DATE: JUN 17, 2005 FILE -DESIGN DATA - OCCUPANCY CLASSIFICATION: EXTRA HAZARD GROUP 2 DENSITY: .40 gpm/sq. ft. AREA OF APPLICATION: ENTIRE AREA sq. ft. COVERAGE PER SPRINKLER: 110 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 14 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 672.0 gpm TOTAL WATER REQUIRED (including hose): 1172.0 gpm FLOW AND PRESSURE (@ BOR): 672.00 gpm @ 94.00 psi SPRINKLER ORIFICE SIZE: 3/4 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JOHN DACCA AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF ugh DeceG ft)fe�' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/17/2005 C:\HASS76\HUSKY.SDF JOB TITLE: HUSKY PAINT BOOTH WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 110.0 90.0 2279.0 104.2 1172.0 94.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1172.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 672.0 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) CITY 0.0 SOURCE 94.5 94.5 672.0 BOR 0.5 94.0 93.9 2 4.0 92.4 92.3 3 4.0 92.2 92.1 TOR 25.0 83.0 82.9 10 25.0 82.9 82.8 11 25.0 81.5 80.7 12 25.0 68.9 67.0 13 25.0 67.1 65.6 15 22.0 55.4 53.9 16 22.0 53.8 52.3 16A 17.0 42.4 40.9 17 17.0 35.8 34.2 18 17.0 35.4 35.0 DP1 4.0 71.8 70.3 DP2 4.0 70.9 69.3 101 17.0 31.7 29.6 102 17.0 29.3 28.2 103 17.0 25.7 24.4 104 17.0 25.4 25.0 105 17.0 25.4 22.8 106 17.0 22.3 21.1 107 17.0 21.9 21.6 108 17.0 31.3 29.3 109 17.0 28.9 27.8 110 17.0 25.4 24.2 111 17.0 25.1 24.7 112 17.0 25.1 22.6 113 17.0 22.0 20.9 114 17.0 21.6 21.3 S1 16.0 K=11.20 22.7 22.7 53.3 S2 16.0 K=11.20 21.0 21.0 51.3 S3 16.0 K=11.20 18.4 18.4 48.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/17/2005 C:\HASS76\HUSKY.SDF JOB TITLE: HUSKY PAINT BOOTH NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) S4 16.0 K=11.20 18.1 18.1 47.7 S5 16.0 K=11.20 18.2 18.2 47.8 S6 16.0 K=11.20 15.9 15.9 44.7 S7 16.0 K=11.20 15.6 15.6 44.3 S8 16.0 K=11.20 22.4 22.4 53.0 S9 16.0 K=11.20 20.7 20.7 51.0 S10 16.0 K=11.20 18.2 18.2 47.7 S11 16.0 K=11.20 17.9 17.9 47.4 S12 16.0 K=11.20 18.0 18.0 47.5 S13 16.0 K=11.20 15.7 15.7 44.4 S14 16.0 K=11.20 15.4 15.4 44.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/17/2005 C:\HASS76\HUSKY.SDF JOB TITLE: HUSKY PAINT BOOTH PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 1 672.0 8.390 PL 40.00 PF 0.4 CITY 0.0 94.5 94.5 (N/A) 3.9 140 FTG ETG PE -0.2 BOR 0.5 94.0 93.9 0.0 0.003 TL 137.00 PV 0.1 Pipe: 2 672.0 7.981 PL 3.50 PF 0.0 BOR 0.5 94.0 93.9 0.0 4.3 120 FTG ---- PE -1.5 2 4.0 92.4 92.3 0.0 0.004 TL 3.50 PV 0.1 Pipe: 3 672.0 7.981 PL 10.00 PF 0.2 2 4.0 92.4 92.3 0.0 4.3 120 FTG A PE 0.0 3 4.0 92.2 92.1 0.0 0.004 TL 41.00 PV 0.1 Pipe: 4 672.0 7.981 PL 21.00 PF 0.1 3 4.0 92.2 92.1 0.0 4.3 120 FTG ---- PE -9.1 TOR 25.0 83.0 82.9 0.0 0.004 TL 21.00 PV 0.1 Pipe: 5 672.0 7.981 PL 14.00 PF 0.1 TOR 25.0 83.0 82.9 0.0 4.3 120 FTG E PE 0.0 10 25.0 82.9 82.8 0.0 0.004 TL 32.00 PV 0.1 Pipe: 6 672.0 5.047 PL 8.50 PF 1.4 10 25.0 82.9 82.8 0.0 10.8 120 FTG T PE 0.0 11 25.0 81.5 80.7 0.0 0.041 TL 33.50 PV 0.8 Pipe: 7 672.0 4.026 PL 101.60 PF 12.6 11 25.0 81.5 80.7 0.0 16.9 120 FTG ---- PE 0.0 12 25.0 68.9 67.0 0.0 0.124 TL 101.60 PV 1.9 Pipe: 8 672.0 4.260 PL 19.00 PF 1.8 12 25.0 68.9 67.0 0.0 15.1 120 FTG ---- PE 0.0 13 25.0 67.1 65.6 0.0 0.094 TL 19.00 PV 1.5 Pipe: 9 672.0 4.260 PL 21.00 PF 4.4 13 25.0 67.1 65.6 0.0 15.1 120 FTG T PE 9.1 DP1 4.0 71.8 70.3 0.0 0.094 TL 47.00 PV 1.5 Pipe: 10 672.0 4.260 PL 10.00 PF 0.9 DP1 4.0 71.8 70.3 0.0 15.1 120 FTG ---- PE 0.0 DP2 4.0 70.9 69.3 0.0 0.094 TL 10.00 PV 1.5 Pipe: 11 672.0 4.260 PL 21.00 PF 7.7 DP2 4.0 70.9 69.3 0.0 15.1 100 FTG 4E PE -7.8 15 22.0 55.4 53.9 0.0 0.132 TL 58.11 PV 1.5 Pipe: 12 672.0 4.260 PL 2.50 PF 1.6 15 22.0 55.4 53.9 0.0 15.1 100 FTG E PE 0.0 16 22.0 53.8 52.3 0.0 0.132 TL 11.78 PV 1.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/17/2005 C:\HASS76\HUSKY.SDF JOB TITLE: HUSKY PAINT BOOTH PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 12A 672.0 4.260 PL 45.00 PF 13.6 16 22.0 53.8 52.3 0.0 15.1 100 FTG 3ETB PE 2.2 16A 17.0 42.4 40.9 0.0 0.132 TL 102.81 PV 1.5 Pipe: 13 672.0 4.260 PL 32.00 PF 6.7 16A 17.0 42.4 40.9 0.0 15.1 100 FTG 2E PE 0.0 17 17.0 35.8 34.2 0.0 0.132 TL 50.56 PV 1.5 Pipe: 14 335.0 4.260 PL 11.00 PF 0.4 17 17.0 35.8 34.2 0.0 7.5 100 FTG ---- PE 0.0 18 17.0 35.4 35.0 0.0 0.036 TL 11.00 PV 0.4 Pipe: 15 200.3 2.157 PL 2.00 PF 4.1 17 17.0 35.8 34.2 0.0 17.6 100 FTG T PE 0.0 101 17.0 31.7 29.6 0.0 0.387 TL 10.56 PV 2.1 Pipe: 16 147.0 2.157 PL 11.00 PF 2.4 101 17.0 31.7 29.6 0.0 12.9 100 FTG ---- PE 0.0 102 17.0 29.3 28.2 0.0 0.218 TL 11.00 PV 1.1 Pipe: 17 95.7 1.682 PL 10.75 PF 3.6 102 17.0 29.3 28.2 0.0 13.8 100 FTG ---- PE 0.0 103 17.0 25.7 24.4 0.0 0.331 TL 10.75 PV 1.3 Pipe: 18 47.7 1.682 PL 4.00 PF 0.4 103 17.0 25.7 24.4 0.0 6.9 100 FTG ---- PE 0.0 104 17.0 25.4 25.0 0.0 0.091 TL 4.00 PV 0.3 Pipe: 19 136.7 1.682 PL 9.00 PF 10.3 17 17.0 35.8 34.2 0.0 19.7 100 FTG T PE 0.0 105 17.0 25.4 22.8 0.0 0.640 TL 16.14 PV 2.6 Pipe: 20 88.9 1.682 PL 11.00 PF 3.2 105 17.0 25.4 22.8 0.0 12.8 100 FTG ---- PE 0.0 106 17.0 22.3 21.1 0.0 0.289 TL 11.00 PV 1.1 Pipe: 21 44.3 1.682 PL 5.00 PF 0.4 106 17.0 22.3 21.1 0.0 6.4 100 FTG ---- PE 0.0 107 17.0 21.9 21.6 0.0 0.079 TL 5.00 PV 0.3 Pipe: 22 199.2 2.157 PL 2.00 PF 4.0 18 17.0 35.4 35.0 0.0 17.5 100 FTG T PE 0.0 108 17.0 31.3 29.3 0.0 0.383 TL 10.56 PV 2.1 Pipe: 23 146.1 2.157 PL 11.00 PF 2.4 108 17.0 31.3 29.3 0.0 12.8 100 FTG ---- PE 0.0 109 17.0 28.9 27.8 0.0 0.216 TL 11.00 PV 1.1 Pipe: 24 95.2 1.682 PL 10.75 PF 3.5 109 17.0 28.9 27.8 0.0 13.7 100 FTG ---- PE 0.0 110 17.0 25.4 24.2 0.0 0.328 TL 10.75 PV 1.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/17%2005 C:\HASS76\HUSKY.SDF JOB TITLE: HUSKY PAINT BOOTH PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C). (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 25 47.4 1.682 PL 4.00 PF 0.4 110 17.0 25.4 24.2 0.0 6.8 • 100 FTG ---- PE 0.0 111 17.0 25.1 24.7 0.0 0.090 TL 4.00 PV 0.3 Pipe: 26 135.9 1.682 PL 9.00 PF 10.2 18 17.0 35.4 35.0 0.0 19.6 100 FTG T PE 0.0 112 17.0 25.1 22.6 0.0 0.633 TL 16.14 PV 2.6 Pipe: 27 88.4 1.682 PL 11.00 PF 3.1 112 17.0 25.1 22.6 0.0 12.8 100 FTG ---- PE 0.0 113 17.0 22.0 20.9 0.0 0.286 TL 11.00 PV 1.1 Pipe: 28 44.0 1.682 PL 5.00 PF 0.4 113 17.0 22.0 20.9 0.0 6.4 100 FTG ---- PE 0.0 114 17.0 21.6 21.3 0.0 0.079 TL 5.00 PV 0.3 Pipe: 29 53.3 1.049 PL 2.00 PF 9.4 101 17.0 31.7 29.6 0.0 19.8 100 FTG 2ET PE 0.4 S1 16.0 22.7 22.7 53.3 1.119 TL 8.42 PV 2.6 Pipe: 30 51.3 1.049 PL 2.00 PF 8.8 102 17.0 29.3 28.2 0.0 19.0 100 FTG 2ET PE 0.4 S2 16.0 21.0 21.0 51.3 1.040 TL 8.42 PV 2.4 Pipe: 31 48.0 1.049 PL 2.00 PF 7.8 103 17.0 25.7 24.4 0.0 17.8 100 FTG 2ET PE 0.4 S3 16.0 18.4 18.4 48.0 0.922 TL 8.42 PV 2.1 Pipe: 32 47.7 1.049 PL 2.00 PF 7.7 104 17.0 25.4 25.0 0.0 17.7 100 FTG 2ET PE 0.4 S4 16.0 18.1 18.1 47.7 0.910 TL 8.42 PV 2.1 Pipe: 33 47.8 1.049 PL 2.00 PF 7.7 105 17.0 25.4 22.8 0.0 17.7 100 FTG 2ET PE 0.4 S5 16.0 18.2 18.2 47.8 0.912 TL 8.42 PV 2.1 Pipe: 34 44.7 1.049 PL 2.00 PF 6.8 106 17.0 22.3 21.1 0.0 16.6 100 FTG 2ET PE 0.4 S6 16.0 15.9 15.9 44.7 0.806 TL 8.42 PV 1.8 Pipe: 35 44.3 1.049 PL 2.00 PF 6.7 107 17.0 21.9 21.6 0.0 16.4 100 FTG 2ET PE 0.4 S7 16.0 15.6 15.6 44.3 0.792 TL 8.42 PV 1.8 Pipe: 36 53.0 1.049 PL 2.00 PF 9.3 108 17.0 31.3 29.3 0.0 19.7 100 FTG 2ET PE 0.4 S8 16.0 22.4 22.4 53.0 1.108 TL 8.42 PV 2.6 Pipe: 37 51.0 1.049 PL 2.00 PF 8.7 109 17.0 28.9 27.8 0.0 18.9 100 FTG 2ET PE 0.4 S9 16.0 20.7 20.7 51.0 1.029 TL 8.42 PV 2.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/17%2005 C:\HASS76\HUSKY.SDF JOB TITLE: HUSKY PAINT BOOTH PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 38 47.7 1.049 PL 2.00 PF 7.7 110 17.0 25.4 24.2 0.0 17.7 100 FTG 2ET PE 0.4 S10 16.0 18.2 18.2 47.7 0.912 TL 8.42 PV 2.1 Pipe: 39 47.4 1.049 PL 2.00 PF 7.6 111 17.0 25.1 24.7 0.0 17.6 100 FTG 2ET PE 0.4 Sil 16.0 17.9 17.9 47.4 0.900 TL 8.42 PV 2.1 Pipe: 40 47.5 1.049 PL 2.00 PF 7.6 112 17.0 25.1 22.6 0.0 17.6 100 FTG 2ET PE 0.4 S12 16.0 18.0 18.0 47.5 0.903 TL 8.42 PV 2.1 Pipe: 41 44.4 1.049 PL 2.00 PF 6.7 113 17.0 22.0 20.9 0.0 16.5 100 FTG 2ET PE 0.4 S13 16.0 15.7 15.7 44.4 0.797 TL 8.42 PV 1.8 Pipe: 42 44.0 1.049 PL 2.00 PF 6.6 114 17.0 21.6 21.3 0.0 16.3 100 FTG 2ET PE 0.4 S14 16.0 15.4 15.4 44.0 0.784 TL 8.42 PV 1.8 NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 38081321 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.060 gpm. (3) Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 19.8 ft/sec at pipe 29. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/17%2005 C:\HASS76\HUSKY.SDF JOB TITLE: HUSKY PAINT BOOTH PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatV1v NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 DATE: 6/17%2005 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 C:\HASS76\HUSKY.SDF JOB TITLE: HUSKY PAINT BOOTH 04 O 01 N N N 5 04 pD 9 t7+ )d )4 0 0 W • 0 U LI N a) • • N N N >,•0 v) H r H• mH 0.0 W U) ,- )-i 0 W 0 Q aV) 0 tW7 a aJ 11t.)p, u W) aro1/40 i )4i m O >, •.i • ro•cr tr • 0 W a I - (N1 N 0 O O O O N N 0 O —F-1 a N C7 0 — O CT O O O O O O N O co O O 1/40 O O CM C7W wC441 !)DOG[--04m•.i O O N O O a w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 ATE: 6/17/2005 C:\HASS76\HUSKY.SDF JOB TITLE: HUSKY PAINT BOOTH WATER SUPPLY CURVE 120+ 110*\\ 1 \\\ 1 \0\ \\\ 100+ \\\ \\\ x \\\ 90+ P 80+ R I E I S I S 70+ U I R I E I 60+ ( I P I S I 50+ ) 1 1 40+ 30+ \\ * <-90.0 psi @ 2279 gpm Flow Test Point 20+ LEGEND 10+ I 0 = Available Water Supply X = Required Water Supply 94.53 psi @ 1172.0 gpm 104.16 psi @ 1172.0 gpm 11 11 11 11 11 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) FILE TUKWILA FIRE DEPARTM * Please call: 575.4407 .— end give this job No.OS-r=-1yS 1 and exact address for shuts down or restoration approval.' ACCEPTED Er Without Comments 0 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 adequacy of design rr:;sts 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 Qureau. Date: 7- � ,- oS s1/ VIA5HiN&TON ALA 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. J.A.JI JUL 1 5 2005 CC PTE Without Comments As Noted to Red 0 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: 6 /LO!G s'" By: S /0 TUKWILA FIRE DEPARTME111. and gwe this 575.440job.�4 No. 0 and exact address for shut' down or -restoration approvf 31/2x16 WOOD BEAM x16 WOOD BEAM T 31/2x13 WOOD BEAM T 31/2x13 WOOD BEAM 1 NEW 4 TEE 1 1 -fill -Ilzx] 3_WQ ID_ BEAM - ' ' 21/2 1 31x13 WOOD BEAM ,1, �I 4R14 Cori 31/2x1"3 WOOD I�� .91E ! CS7> 1 TxG26 2-6 4 10-0 NEW 4 DRY PIPE VALVE (SEE DETAIL) (2) 4" BUTTERFLY VALVE W/ TAMPER SWITCH 1/2x16 WOOD 1-6 31/2x13 WOOD B 91E • I BOD _ ill �l S5 T 31/2x13 WOOD BEAD-�� �� D-6 90E 5 -6I - BOD 31/2x13 FOOD BEA 17 11-0 . ,.l - _2 1 mat• 11 31/2x13 WOOD AM �1� 8'E 1 I 0D •' . s I - iI NI of 9E Lti 0 0 10 4.11/2x13 WOOD B OE OE BOD BUD 4 --cl�- 1 4 1 1 1 2'-3v 4 AFF- cL (0-6) 1" AUX. DRAIN REMOTE AREA EXTRA HAZARD GROUP 1 HYDRAUALICALLY CALCULATED TO PROVIDE A DENSITY IIF.30/ENTIRE AREA FLOW AT NUDE BDR 672.00r @ 94.00PSI 4 4 4 4 4 4 4 4 CO 1 -IE- 5 1. CO PAINT BOOTH PLAN FLOW TEST 4" RELIABLE MODEL D /DRY PIPE VALVE WITH TRIM. 4" BUTTERFLY VALVE 2" PIPE STAND / EXISTING AIR COMPRESSOR A.C.✓` STATIC 110 RESIDUAL 90 FLOW 2279 LOCATIO\ AT SITE EW DRY PIPE VALVE DETAIL SCALE: 1/2`=1'-0' SCALE: 1/8'=1'-0' SCOPE OF WORK 1. INSTALL NEW DRY PIPE VALVE. 2. ADD HEADS IN NEW PAINT BOOTH. GENERAL NOTES 1. ---- EXISTING SPRINKLER PIPE. 2. (_I EXISTING UPRIGHT PROTECTION AT ROOF. 3. ALL DRY PENDENTS TO BE FIELD ORDERED. n 1Eaf st - -- -- p .. 141-4 Y' 599: T7• 'rb� 2045 A1av+Ouest cum, Inc VICINITY MAP SCALE: NTS 1_,Lif HIED JUN 1 6 2005 et; cc/ HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V X Y z STATE CERTIFICATION SPRINKLER LEGEND ., a �eet'on''ne A Qt° cCe�tific�t 4j ce cy�3a LeVe1 of o k it' q 1, �����-:� mon 1 t lk Cii.+J� 3', �.�,■r ,bvRla� �itV_.= � `'n' 4944 >�C coon priCO'' ci v �'A 3 �` K.el, n T 0 w F SPRINKLER ORIFICE SIZES AND TYPE = a n UJ z' a W to 1 5 3 7 1 O O 1/2" 2 16 8 16 2 SPRAY © 1" 3 17 ❑ d 3/4" 4 32 SPRAY O 1" 1 3 7 1 a a 1/2" 2 8 16 2 SIDEWALL a° i 1. 1" 1 DRYTYPE O! 1" lt,roccl� Dece � LPI %G� 21. _ TEMP RATING 2 z a z z 2- WAY EARTHQUAKE BRACE ±m 4 -WAY EARTHQUAKE BRACE 0 165 ° O U1 O O O 212° pp G zd 1/2. 1" flSTRUCTURE TO CENTER LINE OF PIPE IN INCHES 286 ° n 1• ® 1/2' 2gE350 ° IL = 1• 1• FITTING LEGEND Q 500 ° 1/2. 1/2" P PIPE -O -LET APPROVAL REQUIRED F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCl1TCH FINISH TEMP QTY 41 CENTRAL DS -2 DRY PENDENT 1 3/4 CHROME CHROME 286 14 Q RELIABLE G SIDEWALL Ih Ih BRONZE -- 286 1 TOTAL 15 QUALITY CONTROL BY MARK FROMONG DATE 5-26-05 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1.8) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED By OTHERS 10. FURRING OF PIPE 8 EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. EXTRA HAZARD OCCUPANCY - .40/ENTIRE AREA. PIPE NOTES 1. ALL THREADED PIPE TO BE SCH 40. 2. ALL WELDED PIPE TO BE SCH 10. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: ALLAN'S MECHANICAL SERVICES, LLC 3629 N.E. 19TH STREET RENTON, WA 98056 ROGER ALLAN 206-255-7191 PROJECT NAME HUSKY I NTL. PAINT BOOTH 11222 EAST MARGINAL WAY SOUTH TUKWILA, WA ROGER ALLAN 206-255-7191 PATRIFP099CF ATRIOT WWW,PATRI❑TFIRE.0❑M ®patriotfire.com FIRE PROTECTION 2707 70TH AVENUE EASTEL (253) 926-2290 TACOMA, WA 98424 FAX (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 5-26-05 1 1 FP1 JOB NO. 12-8694 OF