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HomeMy WebLinkAboutPP - 17380 SOUTHCENTER PKWY - STANFORDS RESTAURANT - PERMITS AND PLANS17380 SOUTHCENTER PKWY ASSOCIATED PERMITS 98-F-242 98-5-282 08-5-102 98-5-241 ArV 10910 -117th Place NE 1 Kirkland, Washington 98033 06-827-9654 fax: 206-827-7474 / . miI `l lat \ kablegistration Nos. COSCOFPIIONM/WA 21268/ALASKA - 67508/OREGON FIRE PROTECTION INC To: TUKWILA FIRE DEPT. 444 Andover Park E. Tukwila, WA. 98188 Ph/Fx: Attn: Lt. Steve Kohlor Description DRWG. FP -1 Hydraulic Calc's Remarks: Revision 1 Job Name: Address: Transmittal Date: 11-20-98 Stanford's Restaurant 17380 Southcenter Parkway Tukwila, WA. Cosco Job Number: SEC -717 Copies Description Revision Copies 3 Spec. sheets Central: 2" Dry pipe valve 3 Air mantenance device General: air compressor Potter: hi/low switch Milwakee butterball Butterfly valve lea. This is a revision to the original permit #98 — S241 These Drawings Are: 1. El Not Approved 2. 0 Approved by The Architect 3. Approved with Revisions 4. Approved by Factory Mutual 5. 0 Approved by WSRB 6. 0 Other Copies To: 717tm10 These Drawings Are For: 1. 0 As per your request 2. 0 Preliminary Approval 3. 0 Your Approval and/or comments 4. X Fire Dept. Approval and/or comments 5. Architect Approval and/or comments 6. D Other COSCO FIRE PROTECTION, INC. COSCO FIRE PROTECTION, INC. 10910 - 117TH PLACE, N.E. KIRKLAND, WA 98033-5027 HYDRAULIC CALCULATIONS FOR DRY PIPE SYSTEM HYDRAULIC REMOTE AREA #2 STANFORD'S RESTAURANT & BAR 17380 Southcenter Parkway Tukwila, Washington Cosco Job #SEC -0717 (11-98) //- 20- 9g -DESIGN DATA - OCCUPANCY CLASSIFICATION: Ordinary Hazard Group -1 DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 814 sq. ft.(entire area) COVERAGE PER SPRINKLER: 115 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 7 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 131.7 gpm TOTAL WATER REQUIRED (including hose): 381.7 gpm FLOW AND PRESSURE ((@ SOURCE NODE) 381.7 gpm Q 66.8 psi SPRINKLER ORIFICE SIZE: 1/2" inch (Central Model -A) DESIGN/LAYOUT BY: D. Clark AUTHORITY HAVING JURISDICTION: Tukwila Fire Dept.,WSRB CONTRACTOR CERTIFICATION NUMBER: COSCOFP110NM CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4 C1287C ) HRS ,SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/19/1998 JOB TITLE: STANFORD'S RESTAURANT - DRY SYSTEM WATER SUPPLY DATA Page 1 0717D.SDF SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. © PRESS. © DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 140.0 110.0 1501.0 137.6 381.7 66.8 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 381.7 GPM 250.0 GPM 0.0 GPM 131.7 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SOURCE -3.0 SOURCE 66.8 131.7 101 12.1 K= 5.60 9.5 17.3 102 12.1 K= 5.60 10.6 18.2 103 12.1 K= 5.60 11.6 19.1 104 12.1 K= 5.60 14.0 21.0 105 12.1 K= 5.60 12.3 19.7 106 12.1 K= 5.60 11.2 18.7 107 12.1 K= 5.60 10.1 17.8 108 12.1 15.9 109 10.0 17.9 110 10.0 37.8 111 9.5 41.1 112 6.0 47.4 113 6.7 51.8 BOR 0.5 54.9 A -3.0 56.5 BFP-IN -3.0 66.6 BFP-OUT -3.0 56.6 B -3.0 66.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/19/1998 JOB TITLE: STANFORD'S RESTAURANT - DRY SYSTEM PIPE DATA Page 2 0717D.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 17.3 1.104 PL 10.00 PF 1.1 102 12.1 5.6 10.6 18.2 5.8 100 FTG PE 0.0 101 12.1 5.6 9.5 17.3 0.108 TL 10.00 PV 0.2 Pipe: 2 35.5 1.452 PL 10.00 PF 1.1 103 12.1 5.6 11.6 19.1 6.9 100 FTG ---- PE 0.0 102 12.1 5.6 10.6 18.2 0.108 TL 10.00 PV 0.3 Pipe: 3 54.6 1.452 PL 10.00 PF 2.4 104 12.1 5.6 14.0 21.0 10.6 100 FTG ---- PE 0.0 103 12.1 5.6 11.6 19.1 0.240 TL 10.00 PV 0.8 Pipe: 4 75.6 1.687 PL 1.50 PF 1.8 108 12.1 0.0 15.9 0.0 10.8 100 FTG T PE 0.0 104 12.1 5.6 14.0 21.0 0.211 TL 8.64 PV 0.8 Pipe: 5 17.8 1.104 PL 10.00 PF 1.1 106 12.1 5.6 11.2 18.7 6.0 100 FTG ---- PE 0.0 107 12.1 5.6 10.1 17.8 0.114 TL 10.00 PV 0.2 Pipe: 6 36.5 1.452 PL 10.00 PF 1.1 105 12.1 5.6 12.3 19.7 7.1 100 FTG ---- PE 0.0 106 12.1 5.6 11.2 18.7 0.114 TL 10.00 PV 0.3 Pipe: 7 56.2 1.452 PL 8.50 PF 3.5 108 12.1 0.0 15.9 0.0 10.9 100 FTG T PE 0.0 105 12.1 5.6 12.3 19.7 0.253 TL 14.00 PV 0.8 Pipe: 8 131.7 2.154 PL 2.00 PF 1.1 109 10.0 0.0 17.9 0.0 11.6 100 FTG E PE -0.9 108 12.1 0.0 15.9 0.0 0.179 TL 6.35 PV 0.9 Pipe: 9 131.7 2.154 PL 76.00 PF 19.9 110 10.0 0.0 37.8 0.0 11.6 100 FTG 8E PE 0.0 109 10.0 0.0 17.9 0.0 0.179 TL 110.83 PV 0.9 Pipe: 10 131.7 2.154 PL 4.00 PF 3.1 111 9.5 0.0 41.1 0.0 11.6 100 FTG 3E PE -0.2 110 10.0 0.0 37.8 0.0 0.179 TL 17.06 PV 0.9 Pipe: 11 131.7 2.154 PL 3.50 PF 4.8 112 6.0 0.0 47.4 0.0 11.6 120 FTG ED PE -1.5 111 9.5 0.0 41.1 0.0 0.128 TL 37.70 PV 0.9 Pipe: 11A 131.7 2.154 PL 5.00 PF 4.7 113 6.7 0.0 51.8 0.0 11.6 120 FTG 2ETB PE 0.3 112 6.0 0.0 47.4 0.0 0.128 TL 36.70 PV 0.9 Pipe: 12 131.7 4.328 PL 6.50 PF 0.5 BOR 0.5 0.0 54.9 0.0 • 2.9 120 FTG ETBA PE -2.7 113 6.7 0.0 51.8 0.0 0.004 TL 106.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/19/1998 JOB TITLE: STANFORD'S RESTAURANT - DRY SYSTEM PIPE DATA (cont.) Page 3 0717D.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: 13 131.7 6.155 PL 3.50 PF 0.0 A -3.0 0.0 56.5 0.0 1.4 140 FTG E PE -1.5 BOR 0.5 0.0 54.9 0.0 0.001 TL 23.50 PV 0.0 Pipe: 14 131.7 6.155 PL 165.00 PF 0.1 BFP-OUT -3.0 0.0 56.6 0.0 1.4 140 FTG 2E PE 0.0 A -3.0 0.0 56.5 0.0 0.001 TL 205.00 PV 0.0 Pipe: 15 FIXED PRESSURE LOSS DEVICE BFP-IN -3.0 0.0 66.6 0.0 10.0 psi, 131.7 gpm BFP-OUT -3.0 0.0 56.6 0.0 Pipe: 16 131.7 6.155 PL 302.00 PF 0.2 B -3.0 0.0 66.8 0.0 1.4 140 FTG EG PE 0.0 BFP-IN -3.0 0.0 66.6 0.0 0.001 TL 326.30 PV 0.0 Pipe: 17 131.7 8.265 PL 40.00 PF 0.0 SOURCE -3.0 SRCE 66.8 (N/A) 0.8 140 FTG TG PE 0.0 B -3.0 0.0 66.8 0.0 0.000 TL 98.30 PV 0.0 NOTES: (1) Calculations were performed by the HASS 6.3 0 computer program under license no. 4 C1287C 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 0.006 gpm and a maximum imbalance at any node of 0.101 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 11. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/19/1998 JOB TITLE: STANFORD'S RESTAURANT - DRY SYSTEM (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP Page 4 0717D.SDF PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVlv AlmChk DPV1v F H Q 45E11 22/Ell 11gE11 6.155 20.00 42.90 12.90 45.70 14.30 4.30 42.90 47.20 10.00 5.00 2.50 8.265 26.90 52.30 19.40 67.20 17.90 6.00 61.20 47.20 13.40 6.70 3.40 PAGE: E MATERIAL: BLT+SL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVlv AlmChk DPV1v F H Q I S U V W 45E11 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 1.104 2.60 6.40 2.60 6.40 7.30 1.20 0.00 28.10 1.30 0.60 0.30 1.30 7.70 6.40 11.50 2.60 1.452 3.80 7.70 2.60 9.00 7.30 1.20 0.00 28.10 1.90 1.00 0.50 1.30 9.00 7.00 12.80 2.60 1.687 5.00 10.00 2.50 11.30 7.30 1.20 0.00 28.10 2.50 1.30 0.60 1.30 10.00 7.50 15.10 2.50 2.154 6.10 12.20 3.70 13.40 7.30 1.20 0.00 28.10 3.10 1.50 0.80 1.20 11.00 7.90 17.10 2.40 PAGE: H MATERIAL: DYNFLO HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVlv AlmChk DPV1v F H Q I S U V W 45E11 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 4.328 14.20 28.40 8.50 31.30 17.10 2.80 39.80 42.70 7.10 3.60 1.80 1.40 19.90 12.80 34.10 2.80 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/19/1998 JOB TITLE: STANFORD'S RESTAURANT - DRY SYSTEM WATER SUPPLY CURVE 144+ *\\\ 0\\\\ \\\\ 132+ \\\\ \\\ \\\\ \\\\ 120+ \\\\ 108 P 96 R E S S 84 U R E 72 5 I 60 48 36 X 24+ LEGEND X = Required Water Supply 66.78 psi @ 381.7 gpm 12+ 0 = Available Water Supply 137.62 psi @ 381.7 gpm 11 '1 Page 5 0717D.SDF * <-110.0 psi @ 1501 gpm Flow Test Point 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/19/1998 JOB TITLE: STANFORD'S RESTAURANT - DRY SYSTEM WATER SUPPLY CURVE GAGE PRESSURE (psi) 180.0 150.0 120.0 90.0 60.0 30.0 0.0 WATER SUPPLY ANALYSIS Static: 140.00 psi Resid: 110.00 psi Flow: 1501.0 gpm -14.7 I i 1 1 l 1 1% 2 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 0717D LEGEND Available pressure 137.62 psi a 381.7 gpm Required pressure 66.78 psi R 381.7 gpm 10910 -117th Place NE Kirkland, Washington 98033 06-827-9654 fax: 206-827-7474 4044 'pilau, 1 � egistration Nos. COSCOFP110NM/R'A /44 , ( rkalf21268/ALASKA - 67508/OREGON FIRE PROTECTION INC To: Tukwila Fire Dept. 444 Andover Park E. Tukwila, Washington 98188 Ph/Fx: Attn: Plan Review Description DWG.: FP -1: Piping Plan FP -2: Sections & Details FP -3: Reflected Ceiling Plan Remarks: Revision Job Name: Address: Transmittal Date: 10-8-98 Stanford's Restaurant 17380 Southeenter Parkway Tukwila, Washington Cosco Job Number: SEC -0717 Copies Description Hydraulic Calculations 5 5 Spec. sheets for Central 5 Model: GB -QR, GB & A-1 Sprinkler heads Revision Copies 5 1 ea. Note: 1) plans have been reviewed by WSRB. There comments are attached to plans. 2) please return four sets of stamped plans & calculations. I spoke to Inspector Metzler and he told me you could do this. These Drawings Are: 1. Not Approved 2. Approved by The Architect 3. 1=1 Approved with Revisions 4. Approved by Factory Mutual 5. X Approved by WSRB 6. El Other Copies To: file 717TM2 These Drawings Are For: 1. As per your request 2. J Preliminary Approval 3. Your Approval and/or comments 4. Fire Dept. Approval and/or comments 5. Architect Approval and/or comments 6. EI Other COS FIRE PROTECTION, INC. g as ' ar. COSCO FIRE PROTECTION, INC. 10910 - 117TH PLACE, N.E. KIRKLAND, WA 98033-5027 HYDRAULIC CALCULATIONS FOR STANFORD'S RESTAURANT & BAR 17380 SOUTHCENTER PARKWY TUKWILA, WASHINGTON COSCO JOB# SEC -0717 (9-98) RECEIVED #911-2200 OCT COSC@ FIFE ILL -HON. INC. -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP -1 DENSITY: 0.13 gpm/sq. ft. AREA OF APPLICATION: 3000 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 37 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 762.6 gpm TOTAL WATER REQUIRED (including hose): 1012.6 gpm FLOW AND PRESSURE (@ source node): 1012.6 gpm @ 69.0 psi SPRINKLER ORIFICE SIZE: 1/2 inch (Central Model -A) DESIGN/LAYOUT BY: D.Clark AUTHORITY HAVING JURISDICTION: Tukwila Fire Dept.,WSRB CONTRACTOR CERTIFICATION NUMBER: COSCOFP110NM CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4 C1287C ) HRS SYSTEMS, INC. ATLANTA, GA EQUIVALENT K -FACTOR CALCULATOR Node Spr. Press. Pipe dia. Pipe Ftgs. Total H -W Equiv. Name K-fac. (psi) (in) Len. (ft) Len. (ft) coef. K-fac. 1-24 5.60 7.0 1.049 1.25 T 6.25 120 5.42 EQUIVALENT K -FACTOR CALCULATOR Node Spr. Press. Pipe dia. Pipe Ftgs. Total H -W Equiv. Name K-fac. (psi) (in) Len. (ft) Len. (ft) coef. K-fac. 25-32 5.60 7.0 1.049 0.50 T 5.50 120 5.44 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/23/1998 JOB TITLE: STANFORD'S RESTAURANT WATER SUPPLY DATA Page 1 0717.SDF SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. © PRESS. Q DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 140.0 110.0 1501.0 125.5 1012.6 69.0 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 1012.6 GPM 250.0 GPM 0.0 GPM 762.6 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SOURCE -3.0 SOURCE 69.0 762.6 1 11.8 K= 5.42 19.8 24.1 2 11.8 K= 5.42 18.0 23.0 3 11.8 K= 5.42 16.4 22.0 4 11.8 K= 5.42 12.6 19.2 5 11.8 K= 5.42 11.8 18.6 6 11.8 K= 5.42 10.9 17.9 7 11.8 K= 5.42 18.4 23.2 8 11.8 K= 5.42 16.6 22.1 9 11.8 K= 5.42 15.0 21.0 10 11.8 K= 5.42 13.2 19.7 11 11.8 K= 5.42 12.3 19.0 12 11.8 K= 5.42 11.4 18.3 13 11.8 K= 5.42 18.5 23.3 14 11.8 K= 5.42 16.8 22.2 15 11.8 K= 5.42 15.1 21.1 16 11.8 K= 5.42 13.3 19.8 17 11.8 K= 5.42 12.4 19.1 18 11.8 K= 5.42 11.6 18.4 19 11.8 K= 5.42 19.0 23.6 20 11.8 K= 5.42 17.1 22.4 21 11.8 K= 5.42 15.5 21.3 22 11.8 K= 5.42 13.6 20.0 23 11.8 K= 5.42 12.7 19.3 24 11.8 K= 5.42 11.8 18.6 25 12.2 K= 5.44 16.2 21.9 26 12.2 K= 5.44 16.6 22.2 27 12.2 K= 5.44 18.0 23.1 28 12.2 ,K= 5.44 15.6 21.5 28A 12.2 10.9 29 12.2 K= 5.44 9.7 16.9 30 12.2 K= 5.44 9.7 16.9 31 12.2 K= 5.44 9.0 16.3 32 12.2 K= 5.44 8.2 15.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/23/1998 JOB TITLE: STANFORD'S RESTAURANT NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 33 17.0 16.3 34 17.0 16.7 35 17.0 K= 5.60 15.5 22.1 36 17.0 K= 5.60 15.5 22.1 37 17.0 K= 5.60 15.2 21.8 38 17.0 K= 5.60 15.2 21.8 39 13.0 K= 5.60 16.9 23.0 50 11.0 26.7 51 11.0 22.2 52 11.0 21.7 53 11.0 21.5 54 11.0 21.2 55 11.0 21.1 56 11.0 21.1 57 11.0 21.0 58 11.0 21.0 59 11.8 19.6 60 11.8 19.8 61 11.8 19.4 62 11.8 19.2 63 11.8 20.7 TOR 11.0 36.9 BOR 0.5 48.9 A -3.0 50.8 BFP-IN -3.0 63.8 BFP-OUT -3.0 53.8 B -3.0 68.7 Page 2 0717.SDF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/23/1998 JOB TITLE: STANFORD'S RESTAURANT PIPE DATA Page 3 0717.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: 1 124.8 2.154 PL 1.50 PF 0.9 58 11.0 0.0 21.0 0.0 11.0 120 FTG E PE -0.3 1 11.8 5.4 19.8 24.1 0.116 TL 7.60 PV 0.8 Pipe: 2 100.7 1.687 PL 7.00 PF 1.8 1 11.8 5.4 19.8 24.1 14.4 120 FTG ---- PE 0.0 2 11.8 5.4 18.0 23.0 0.256 TL 7.00 PV 1.4 Pipe: 3 77.7 1.687 PL 10.00 PF 1.6 2 11.8 5.4 18.0 23.0 11.1 120 FTG ---- PE 0.0 3 11.8 5.4 16.4 22.0 0.158 TL 10.00 PV 0.8 Pipe: 4 55.7 1.452 PL 14.00 PF 3.8 3 11.8 5.4 16.4 22.0 10.8 120 FTG 2E PE 0.0 4 11.8 5.4 12.6 19.2 0.178 TL 21.60 PV 0.8 Pipe: 5 36.5 1.452 PL 10.00 PF 0.8 4 11.8 5.4 12.6 19.2 7.1 120 FTG ---- PE 0.0 5 11.8 5.4 11.8 18.6 0.081 TL 10.00 PV 0.3 Pipe: 6 17.9 1.104 PL 10.00 PF 0.8 5 11.8 5.4 11.8 18.6 6.0 120 FTG ---- PE 0.0 6 11.8 5.4 10.9 17.9 0.083 TL 10.00 PV 0.2 Pipe: 7 123.3 2.154 PL 1.50 PF 0.9 62 11.8 0.0 19.2 0.0 10.9 120 FTG E PE 0.0 7 11.8 5.4 18.4 23.2 0.113 TL 7.60 PV 0.8 Pipe: 8 100.1 1.687 PL 7.00 PF 1.8 7 11.8 5.4 18.4 23.2 14.4 120 FTG ---- PE 0.0 8 11.8 5.4 16.6 22.1 0.253 TL 7.00 PV 1.4 Pipe: 9 78.0 1.687 PL 10.00 PF 1.6 8 11.8 5.4 16.6 22.1 11.2 120 FTG ---- PE 0.0 9 11.8 5.4 15.0 21.0 0.160 TL 10.00 PV 0.8 Pipe: 10 57.0 1.452 PL 10.00 PF 1.9 9 11.8 5.4 15.0 21.0 11.0 120 FTG ---- PE 0.0 10 11.8 5.4 13.2 19.7 0.185 TL 10.00 PV 0.8 Pipe: 11 37.3 1.452 PL 10.00 PF 0.8 10 11.8 5.4 13.2 19.7 7.2 120 FTG ---- PE 0.0 11 11.8 5.4 12.3 19.0 0.085 TL 10.00 PV 0.4 Pipe: 12 18.3 1.104 PL 10.00 PF 0.9 11 11.8 5.4 12•.3 ,19.0 6.1 120 FTG ---- PE 0.0 12 11.8 5.4 11.4 18.3 0.086 TL 10.00 PV 0.3 Pipe: 13 123.9 2.154 PL 1.50 PF 0.9 61 11.8 0.0 19.4. 0.0. 10.9 120 FTG E PE 0.0 13 11.8 5.4 18.5 23.3 0.114 TL 7.60 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/23/1998 JOB TITLE: STANFORD'S RESTAURANT PIPE DATA (cont.) Page 4 0717.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: 14 100.6 1.687 PL 7.00 PF 1.8 13 11.8 5.4 18.5 23.3 14.4 120 FTG ---- PE 0.0 14 11.8 5.4 16.8 22.2 0.255 TL 7.00 PV 1.4 Pipe: 15 78.4 1.687 PL 10.00 PF 1.6 14 11.8 5.4 16.8 22.2 11.2 120 FTG ---- PE 0.0 15 11.8 5.4 15.1 21.1 0.161 TL 10.00 PV 0.9 Pipe: 16 57.3 1.452 PL 10.00 PF 1.9 15 11.8 5.4 15.1 21.1 11.1 120 FTG ---- PE 0.0 16 11.8 5.4 13.3 19.8 0.187 TL 10.00 PV 0.8 Pipe: 17 37.5 1.452 PL 10.00 PF 0.9 16 11.8 5.4 13.3 19.8 7.3 120 FTG ---- PE 0.0 17 11.8 5.4 12.4 19.1 0.086 TL 10.00 PV 0.4 Pipe: 18 18.4 1.104 PL 10.00 PF 0.9 17 11.8 5.4 12.4 19.1 6.2 120 FTG ---- PE 0.0 18 11.8 5.4 11.6 18.4 0.087 TL 10.00 PV 0.3 Pipe: 19 125.3 2.154 PL 1.50 PF 0.9 60 11.8 0.0 19.8 0.0 11.0 120 FTG E PE 0.0 19 11.8 5.4 19.0 23.6 0.117 TL 7.60 PV 0.8 Pipe: 20 101.7 1.687 PL 7.00 PF 1.8 19 11.8 5.4 19.0 23.6 14.6 120 FTG ---- PE 0.0 20 11.8 5.4 17.1 22.4 0.261 TL 7.00 PV 1.4 Pipe: 21 79.3 1.687 PL 10.00 PF 1.6 20 11.8 5.4 17.1 22.4 11.4 120 FTG ---- PE 0.0 21 11.8 5.4 15.5 21.3 0.164 TL 10.00 PV 0.9 Pipe: 22 57.9 1.452 PL 10.00 PF 1.9 21 11.8 5.4 15.5 21.3 11.2 120 FTG ---- PE 0.0 22 11.8 5.4 13.6 20.0 0.191 TL 10.00 PV 0.8 Pipe: 23 38.0 1.452 PL 10.00 PF 0.9 22 11.8 5.4 13.6 20.0 7.4 120 FTG ---- PE 0.0 23 11.8 5.4 12.7 19.3 0.087 TL 10.00 PV 0.4 Pipe: 24 18.6 1.104 PL 10.00 PF 0.9 23 11.8 5.4 12.7 19.3 6.2 120 FTG ---- PE 0.0 24 11.8 5.4 11.8 18.6 0.089 TL 10.00 PV 0.3 Pipe: 25 67.1 1.687 PL 2.50 PF 1.5 59 11.8 0.0 15.6 , 0.0 9.6 120 FTG T PE -0.2 27 12.2 5.4 18.0 23.1 0.121 TL 12.50 PV 0.6 Pipe: 26 44.0 1.452 PL 12.00 PF 1.4 27 12.2 5.4 18.0 23.1. 8.5. 120 FTG ---- PE 0.0 26 12.2 5.4 16.6 22.2 0.115 TL 12.00 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/23/1998 JOB TITLE: STANFORD'S RESTAURANT PIPE DATA (cont.) Page 5 0717.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: 27 21.9 1.452 PL 13.00 PF 0.4 26 12.2 5.4 16.6 22.2 4.2 120 FTG PE 0.0 25 12.2 5.4 16.2 21.9 0.032 TL 13.00 PV 0.1 Pipe: 28 87.3 1.687 PL 9.50 PF 3.8 59 11.8 0.0 19.6 0.0 12.5 120 FTG T PE -0.2 28 12.2 5.4 15.6 21.5 0.197 TL 19.50 PV 1.1 Pipe: 29 65.8 1.452 PL 12.00 PF 4.7 28 12.2 5.4 15.6 21.5 12.7 120 FTG 2E PE 0.0 28A 12.2 0.0 10.9 0.0 0.242 TL 19.60 PV 1.1 Pipe: 30 48.8 1.452 PL 1.00 PF 1.2 28A 12.2 0.0 10.9 0.0 9.5 120 FTG T PE 0.0 29 12.2 5.4 9.7 16.9 0.139 TL 8.70 PV 0.6 Pipe: 31 16.9 1.104 PL 7.00 PF 1.2 28A 12.2 0.0 10.9 0.0 5.7 120 FTG ET PE 0.0 30 12.2 5.4 9.7 16.9 0.075 TL 16.00 PV 0.2 Pipe: 32 31.9 1.452 PL 11.00 PF 0.7 29 12.2 5.4 9.7 16.9 6.2 120 FTG ---- PE 0.0 31 12.2 5.4 9.0 16.3 0.063 TL 11.00 PV 0.3 Pipe: 33 15.6 1.104 PL 12.00 PF 0.8 31 12.2 5.4 9.0 16.3 5.2 120 FTG ---- PE 0.0 32 12.2 5.4 8.2 15.6 0.064 TL 12.00 PV 0.2 Pipe: 34 44.2 1.452 PL 8.00 PF 2.3 53 11.0 0.0 21.5 0.0 8.6 120 FTG ET PE -2.6 34 17.0 0.0 16.7 0.0 0.116 TL 19.50 PV 0.5 Pipe: 35 22.1 1.104 PL 3.00 PF 1.1 34 17.0 0.0 16.7 0.0 7.4 120 FTG T PE 0.0 35 17.0 5.6 15.5 22.1 0.122 TL 9.40 PV 0.4 Pipe: 36 22.1 1.104 PL 3.00 PF 1.1 34 17.0 0.0 16.7 0.0 7.4 120 FTG T PE 0.0 36 17.0 5.6 15.5 22.1 0.122 TL 9.40 PV 0.4 Pipe: 37 43.7 1.452 PL 8.00 PF 2.2 55 11.0 0.0 21.1 0.0 8.5 120 FTG ET PE -2.6 33 17.0 0.0 16.3 0.0 0.113 TL 19.50 PV 0.5 Pipe: 38 21.8 1.104 PL 3.00 PF 1.1 33 17.0 0.0 16.3 , 0.0 7.3 120 FTG T PE 0.0 37 17.0 5.6 15.2 21.8 0.119 TL 9.40 PV 0.4 Pipe: 39 21.8 1.104 PL 3.00 PF 1.1 33 17.0 0.0 16.3 0.0 7.3 120 FTG T PE 0.0 38 17.0 5.6 15.2 21.8 0.119 TL 9.40 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/23/1998 JOB TITLE: STANFORD'S RESTAURANT PIPE DATA (cont.) Page 6 0717.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: 40 23.0 1.104 PL 13.00 PF 3.2 57 11.0 0.0 21.0 0.0 7.7 120 FTG 2ET PE -0.9 39 13.0 5.6 16.9 23.0 0.132 TL 24.60 PV 0.4 Pipe: 41 154.4 2.154 PL 0.50 PF 2.2 51 11.0 0.0 22.2 0.0 13.6 120 FTG T PE -0.3 59 11.8 0.0 19.6 0.0 0.172 TL 12.70 PV 1.2 Pipe: 42 125.3 2.154 PL 0.75 PF 1.5 52 11.0 0.0 21.7 0.0 11.0 120 FTG T PE -0.3 60 11.8 0.0 19.8 0.0 0.117 TL 12.95 PV 0.8 Pipe: 43 123.9 2.154 PL 0.75 PF 1.5 54 11.0 0.0 21.2 0.0 10.9 120 FTG T PE -0.3 61 11.8 0.0 19.4 0.0 0.114 TL 12.95 PV 0.8 Pipe: 44 123.3 2.154 PL 0.75 PF 1.5 56 11.0 0.0 21.1 0.0 10.9 120 FTG T PE -0.3 62 11.8 0.0 19.2 0.0 0.113 TL 12.95 PV 0.8 Pipe: 45 0.0 2.154 PL 0.75 PF 0.0 58 11.0 0.0 21.0 0.0 0.0 120 FTG T PE -0.3 63 11.8 0.0 20.7 0.0 0.000 TL 12.95 PV 0.0 Pipe: 46 124.8 4.328 PL 1.50 PF 0.0 57 11.0 0.0 21.0 0.0 2.7 120 FTG ---- PE 0.0 58 11.0 0.0 21.0 0.0 0.004 TL 1.50 PV 0.0 Pipe: 47 147.8 4.328 PL 6.50 PF 0.0 56 11.0 0.0 21.1 0.0 3.2 120 FTG ---- PE 0.0 57 11.0 0.0 21.0 0.0 0.005 TL 6.50 PV 0.1 Pipe: 48 271.1 4.328 PL 5.00 PF 0.1 55 11.0 0.0 21.1 0.0 5.9 120 FTG ---- PE 0.0 56 11.0 0.0 21.1 0.0 0.016 TL 5.00 PV 0.2 Pipe: 49 314.8 4.328 PL 5.00 PF 0.1 54 11.0 0.0 21.2 0.0 6.9 120 FTG ---- PE 0.0 55 11.0 0.0 21.1 0.0 0.021 TL 5.00 PV 0.3 Pipe: 50 438.7 4.328 PL 7.50 PF 0.3 53 11.0 0.0 21.5 0.0 9.6 120 FTG ---- PE 0.0 54 11.0 0.0 21.2 0.0 0.040 TL 7.50 PV 0.6 Pipe: 51 482.9 4.328 PL 3.50 PF 0.2 52 11.0 0.0 21..7 . 0.0 10.5 120 FTG ---- PE 0.0 53 11.0 0.0 21.5 0.0 0.047 TL 3.50 PV 0.7 Pipe: 52 608.2 4.328 PL 6.50 PF 0.5 51 11.0 0.0 22.2. 0.0 13.3 120. FTG ---- PE 0.0 52 11.0 0.0 21.7 0.0 0.072 TL 6.50 PV 1.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/23/1998 JOB TITLE: STANFORD'S RESTAURANT PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 53 762.6 50 11.0 0.0 26.7 0.0 16.6 51 11.0 0.0 22.2 0.0 Pipe: 54 TOR 11.0 50 11.0 Pipe: 55 BOR 0.5 TOR 11.0 A BOR 4.328 PL 13.00 120 FTG T 0.110 TL 41.40 Page 7 0717.SDF PRESS. SUM. (PSI) PF PE PV 4.6 0.0 1.9 762.6 4.328 PL 50.00 PF 10.2 0.0 36.9 0.0 16.6 120 FTG 3E PE 0.0 0.0 26.7 0.0 0.110 TL 92.60 PV 1.9 762.6 4.328 PL 10.50 PF 7.4 0.0 48.9 0.0 16.6 120 FTG BA PE -4.5 0.0 36.9 0.0 0.110 TL 67.40 PV 1.9 Pipe: 56 -3.0 0.0 0.5 0.0 Pipe: 57 BFP-OUT -3.0 A -3.0 Pipe: 58 BFP-IN -3.0 BFP-OUT -3.0 0.0 762.6 6.155 PL 3.50 PF 0.4 50.8 0.0 8.2 140 FTG E PE -1.5 48.9 0.0 0.015 TL 23.50 PV 0.5 762.6 6.155 PL 165.00 PF 0.0 53.8 0.0 8.2 140 FTG 2E PE 0.0 50.8 0.0 0.015 TL 205.00 PV FIXED PRESSURE LOSS DEVICE 0.0 63.8 0.0 10.0 psi, 762.6 gpm 53.8 0.0 Pipe: 59 B -3.0 BFP-IN -3.0 762.6 6.155 PL 302.00 PF 0.0 68.7 0.0 8.2 140 FTG EG PE 0.0 63.8 0.0 0.015 TL 326.30 PV Pipe: 60 SOURCE -3.0 SRCE B -3.0 0.0 762.6 8.265 PL 40.00 PF 69.0 (N/A) 4.6 140 FTG TG PE 68.7 0.0 0.004 TL 98.30 PV 3.1 0.0 0.5 4.9 0.0 0.5 0.3 0.0 0.1 NOTES: (1) Calculations were performed by the HASS 6.3.0 computer program under license no. 4 C1287C 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 0.118 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 16.6 ft/sec at pipe 54., SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/23/1998 JOB TITLE: STANFORD'S RESTAURANT (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP Page 8 0717.SDF PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v F H Q 45E11 22/Ell 11gE11 6.155 20.00 42.90 12.90 45.70 14.30 4.30 42.90 47.20 10.00 5.00 2.50 8.265 26.90 52.30 19.40 67.20 17.90 6.00 61.20 47.20 13.40 6.70 3.40 PAGE: E MATERIAL: BLT+SL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v F H Q I S U V W 45E11 22/Ell 11gEll Couplg FM90E1 FM45E1 FMTee FMRunT 1.104 2.60 6.40 2.60 6.40 7.30 1.20 0.00 28.10 1.30 0.60 0.30 1.30 7.70 6.40 11.50 2.60 1.452 3.80 7.70 2.60 9.00 7.30 1.20 0.00 28.10 1.90 1.00 0.50 1.30 9.00 7.00 12.80 2.60 1.687 5.00 10.00 2.50 11.30 7.30 1.20 0.00 28.10 2.50 1.30 0.60 1.30 10.00 7.50 15.10 2.50 2.154 6.10 12.20 3.70 13.40 7.30 1.20 0.00 28.10 3.10 1.50 0.80 1.20 11.00 7.90 17.10 2.40 PAGE: H MATERIAL: DYNFLO HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v F H Q I S U V W 45E11 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 4.328 14.20 28.40 8.50 31.30 17.10 2.80 39.80 42.70 7.10 3.60 1.80 1.40 19.90 12.80 34.10 2.80 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/23/1998 JOB TITLE: STANFORD'S RESTAURANT WATER SUPPLY CURVE 144+ *\\\ \\\\ \\\\ 132+ \\\\ 120 108 P 96 R E S S 84 U R E 72 P S I 60 48 36 \\\ 0\\\\ \\\\ \\\\ \\\\ \\\ X 24+ LEGEND X = Required Water Supply 69.05 psi @ 1012.6 gpm 12+ 0 = Available Water Supply 125.52 psi @ 1012.6 gpm II II 11 II II Page 9 0717.SDF * <-110.0 psi @ 1501 gpm Flow Test Point 0++-+---+----+ + • + + + + + 400 600 800 1000 12d0 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/23/1998 JOB TITLE: STANFORD'S RESTAURANT WATER SUPPLY CURVE GAGE PRESSURE (psi) 180.0 150.0 120.0 90.0 60.0 30.0 0.0 WATER SUPPLY ANALYSIS Static: 140.00 psi Pesid: 110.00 psi Flow: 1501.0 qpm -14.7 I I I 1 1 1 I %/ 2M 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 0717 LEGEND Available pressure 125.52 psi e 1012.6 gp Required pressure 69.05 psi G 1012.6 gpm Char -Broiler la --(>3 _a 67 P f iv. 2 § � �=k.2kEkA . .,k§2z.•�k$� c 1-ge2/k3/� -0 f £ k' 7 m u) 2 _■ >/��6f�R .0§�§._ A L. i c o 2@ 2 '0 qi ■Nowmom 2 [fI_cccc= -.4(51= wRoa0 om '£c£u27w> t0 c c0ooc ppLZ .00 2 £ § c WI -00-0 .] $ o c c o ® m§0_ -022c®« 12 CI_ $ 2 S t 0\ R\) 0@ �3o�\a2\ Eƒ cf�»@o/3/ of m 0 W m m>- t CD « k , j.$ oc-0 g e i o. a 7\.9 3 L. e m E o•°@ 2 9." 2= w +•3 ©% e» m' k k A « A . o q.41141 CV � O m (/) N 0 c k Ca. 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O� O at .- H 0 7 ro a� wiz C m 7 ° m 0 O o t0 „Ts m- m in U C C rO m` C O m •m 7 to N Y ro C 0 C C 3 0 J� 0 c o•� m yL av a m ° c a� E Es' o 45 ��� c ccp 11 .2 o p 0 o `- C >. CT) ac � gi TY) E 0 0)0 UL ro O ro m•= ro ° m 8.1._-' .8' C OJ m;cc m 7 m U 7 rna'5 m EiT o m m oT °'ro o,'"' co m v7, c o t�ca m° E� m rn�= m (.0 �� o aUC _� c i0 td C o m C°C 4 H m ro O)°• I O)N U m m O li ° cc C •a c0 r0 '• ° N c C at L L O C co-oL C m N U Sr L u? o L m C° L ro >. >. r0 Z Y n aT m e co 1- co L U 1- .- J 1- •O U 1- E co co to "ANSULEX" LOW pH LIQUID FIRE SUPPRESSANT L mQL--C---'C N m a m I- L L C N O m O O O m 7 L c o E m� 2as E3 3Ot 0 mU)= m C) Z m roc H a E Ecom o m ) to c aroi�E m N ro 7 vc -cc ai.c `a c -c •O m m ,.. -- m .. m m 0 - c 0 3 0) 0 0 Z OL O p Ea O 5) a .r 7 co 0 o _ � cry c � mamE to ES.`� m� m U 9° v0mVL C. -•>.U CTo aa°C.. 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L 0 a..C 0)0 c'0 t'U3� U0 EUrn o c m L r .E N co c ro i0 ° m c90 co O m N .- -0 0 a a) c E .ca)5 ca to c�`crni taoy to �E y y�caa)) U N m 7 N 0 O El V 7 c Y o to L •co a 0)D E" ) O O rn n m o 0.- a) 0.-C 0U > l0 y HN Q �0 as •C :C .O m acE0 7 >. .0 cry N'�o o .0 _ yEa CD (r) 9 a) `m c m m m Nva C N' N p C l` N N ro N m C ro C ZNac, �t`ronOrn-nEi mi Nc it.cE c�NE CE) -C7=0 L La t L a L.700 N O n 1- H .- C 1- .r F- Z H C m=E • L a 0 .- ,Ni r. .c' Apr 04 2008 12:51 FSI F 253 826 1033 1") FILE Fire Sprinklers WA CLI r7RES]*988R1 p.1 Fire Sprinklers Inc. 1014 North St., Suite -200, Sumner, WA. 98390 •253-826-0099• Fax 253-826-1033•sarah(firesprinklersinc.com FACSIMILE TRANSMITTAL SHEET To: Fire Prevention Bureau FROM: Sarah Hetzel COMPANY: : Tukwila Fire Department DATE: April 4, 2008 FAX M MBER: 206-575-4439 TOTAL NUMBER OF PAGES INCLUDING COVER: 1 PHONE NUMBER: SENDER'S PHONE NUMBER: (253) 266-6929 SUBJECT: Shutdown Number Request SENDER'S FAX NUMBER: (253) 826-1033 0 URGENT ❑ FOR REVIEW Q PLEASE COMMENT PLEASE REPLY OPER YOUR REQUEST NOTES/COMMENTS: I would like to request a shutdown number for the following job: Stanford's Restaurant 17380 Southcenter Parkway Tukwila, WA 98188 Scope of work: Change out 74 recalled recessed sprinkler heads and 6 dry pendent sprinkler heads. Thank you, Sarah Hetzel Inspections Manager Phone: 253-826-0099 Fax: 253-826-1033 Cell: 253-266-6929 Email: sarah@firesprinklersinc.com tuKWItA FIRE DEPARTMENT Please call: 575.4407 and give this job No.Og ani exact address for shuts 'own or restoration approval: Our Mission... "To protea against the lass of property and life through the installation and maintenance offue sprinkler systems." II 004000'MP�I�' "ryYVYYMY.MMY A6' 'A6' 'A6' Q 'A6' WATER MOTOR GONG �MN N -N REM (OMNI (TOR TO l7SIIt1 OM WOMEN'S CENTRAL MODEL 90 MAINTENANCE CHECK VALVE CENTRAL SIAMESE F.D.C. MAIN MAN VA. CA CENTRAL MODEL G ,a FL x Q. ALARM VALVE W BASIC TRIM AND RETARD CHAMBER 5 it.5rNere, vt?,y 30° 049 /4' 4x1-0 TG GALV. CENTRAL MODEL BP/ GROOVED BUTTERFLY VA. W/ TAMPER SW. a F- F- 1,1.1 CL - Jw 0 0 L TOT. SPRK'S THIS SHT. CD CD 6`x4` REDUCING FLANGE CENTRAL SPRINK FLEXIBLE COUPLING o COSCo FiRE PROTECTION KBOR) I "r""BEGINS WORK HERE �� 7/ i� / i� i� /- 7 - /- 7/ V7 W J Z -62 a N u.i -,1 t�- F-- Z IL] 5Ta'RACE D.I.P. V) ILO ALL UNDERGROUND PIPING BY OTHERS SEE CM. DRAWING C5.0 (SFTE/UTiLITY PLAN) FOR COWMAN DETAIL: RISER ASSEMBLY MOUNT 0A.F.F. 'JKLER RISER DETAIL II 1 LE■ L e Ir ' x10-6MEMO x10;-6 1112.12 Iq _ SI.--.._.__ ,ter_ vionini, I 1 d Q'A35' , ...-+i.�i► _ - - - - _ r 1 ��■■■1� 111KO! ERVE i jA35' HANGER LEGEND 2W minimum (3" it main) .10E..A35 _ FP -2 'A22' 1. 34" diameter eye rod or L -rod. 2. Beam clamp (equivalent to TOLCO Incorporated Figure 130). 52. ? Pipe Size At Maximum Hanger Spacing: 4" 'RiS+ir' 1. Minimum 4x_ no. 2 grade Douglas fir or southern pine or better. 2. 2- 16d (3'/") common nails. 3. 3" lag screw. Drill a Y" pilot hole for the 34" lag or a 3'." pilot hole for the W lag. 4. Eye rod per NFPA 13 with clevis. Center the sprinkler pipe support (parallel or perpendicular) between joists Pipe Size At Maximum Hanger Spacing: 2" with iii" x 3" lag screw 274" with 14" x 3" lag screw 3 W' with, 54" x 3" lag screw (if centered) (/) W z 0 S 0 m W N z O 1 I. DRAFT STOP1 r.. �'•. �.. r. ,. ....., .'C. W 0 ,■ � 11 ihiu SAI! u 111IU'M 1 3/FP--21 1. 2x8 x 18" long minimum. 2. 1- 34" or 'h" diameter machine bolt with washers - cinch tight. 3. Hanger rod or support per NFPA 13. 4. Sprinkler pipe parallel or perpendicular to Joists. 5. Approved side beam bracket (check with manufacturer). ?61 v Pipe Size At Maximum Hanger Spacing: 2" with 3i" diameter bolt, 354" with 3i" diameter bolt 5 �. F4^ rAOM'�, -'_- illi 10 - 1 �iI^ � X '� � �, '� `- � t X + F x ' 1 . - 'II' J " r' 23' ' - 81 2 f' ■I 11i1r r . ■ ■N■■■ _ , HIM dl ?v NINIIIIMIIIMMIRMOIMEIMPRAilj II=TIIII II1IIIflhIuIlIH M °.... .� ____,. \ ,•r.. t 'kV IIIIIIILIBIMIIIINIIMIIINIIEIIIMILVNIIIIIIIIII Ppsimminpionii 11 c `® 4 o ' QIII o ■iii eti Il ii , , ■l11I0I�I311110 I. �■�. . I �11�■ 1111511111 •X� � o�.o� $�°:W .c•��� 0._ ' o��►12: ; ® b=off- A -r`' AILIN Ie1 c- y,1 1 ', 23. 0-8 L 3/FP-2 'A6'. 14-;-• 7 �-�I 1 i i '1 'V.. 2 1 - ' griirillaglirm ii !Er i Ili llaalre ti I '\ (O 1 ■ r i 'Arat, I II 1 'Ari t.I ■i 11 oirdll Vii I 'Ale 1 /1gIitif .MIIIMMIll_ MIMI. OS •11.4•1111111016 imam in ��■� ��■I■o�l■ra�� .7 hiULIINI_MA . SSE �I* V r�*o1: a 11:.::..: i11IIPAIIIIIIIill iiilIIIPUIIII11iw ■ • ��iff 1 IlMEii AM 111 I MIElene X1111 IMENPRimmosiiiiiiiMM Iliiip.liiiiiiiiii..Oi:" 1•IYDRALLJC REMOTE AFEA y1 THIS SYSTEM DESIGNED TO DISCHARGE .13 G.P.M. OVER THE HYDRAUUC MOST REMOTE 3000 SO. FT. WHEN SUPPLIED WITH WATER AT THE BASE OF RiSER AT A RATE OF 1012 G.P.M. AT 69.0, P.S.I. INSIDE HOST At I QWA►r.F• s!r" c 1 2 3 Oul SIOL HOSE ALLOWANCE: 250 G.P.M. ACCEPTED A25' TX" TRUSSE 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 whi do not authorize violati ns of adopted standards a Mar•'nances. The respon ability for the adequacy • • ski • rests totally with th designer. Additions, dele ons or revisions to thea drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. f inai aces 's subject to field test and Inspection by The-Tukwit Fine revention Bure u. 9 'A25' 'A25' Date: /0//2- f i b By: 5 /n% GENERAL NOTES INSTALLATION PER NFPA #13, WSRB, AND TUKWILA FIRE DEPT, REQUIREMENTS. ALL MATERAILS TO BE NEW AND UL APPROVED. PIPE' 2' AND SMALLER TO BE AMERICAN TUBE 'BLT' STEEL PIPE, 2 1/2' AND LARGER TO BE AMERICAN TUBE 'DYNA FLOW 10' STEEL PIPE, FITTINGS, ALL FITTINGS (THREADED & GROOVED) TO BE CENTRAL SPRINK BRAND DUCTILE IRON, ALL WELDING TO CONFORM WITH AWS D10.9 AND TO BE PERFORMED AT COSCO'S SHOP. ALL ELECTRICAL WIRING AND CONDUIT BY OTHERS. PAINTING OF PIPE AND PR❑TECTI❑N OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. THIS SYSTEM IS DESINED FOR ORDINARY HAZARD GROUP -1, 130 SQUARE FEET MAXIMUM SPACING PER HEAD, TYPICAL SRIU UP TO BE lx, } II _111-011 A r r• LIN Cr) U KWlJ Ea1 Mu4T ease cell:FIRE 575D.440PA7 and givethis job No. -$.)-51/ and exact address for shut. down or ' restoration approval. 1. Pipe trapeze per NFPA 13 (3" max.)., Secure snugly with one of the following: • U -bolts (where practical. • Plumber's strap - bend strap to underside of chord and fasten to chord with 1- 8d (21/21 common nail each end of strap. . 2. Lateral restraint if required. 3. Hanger rod or support per NFPA 13. Center the sprinkler pipe support (parallel or perpendicular) between trusses 1. 34" diameter eye rod or L -rod. 2. Beam clamp (equivalent to TOLCO Incorporated Figure 130). Certification of compliance to NFPA 13 to be provided by manufacturer upon request. c TAIL: tZcr Y�� ��r :rte. W/11('�iGNI" r0(Z CoNCEALI P. rAc H Z Er 0. CC or cni Pipe Size At Maximum Hanger Spacing: 2" (may be increased to 4" with special truss design) cn w 8 cc 'A6' r- 6 'A6' O 'A8' STORAGE UJALK- IN COOLER SEE FOR MARQUEE PLAN WOMEN'S LEADER OFF JOISTS FOR =IXTURES, TYP. SEE DOTTED LINE INDICATES GRID THAT GUJB 15 ATTACHED TO. 51-1OWN FOR LIGHT FIXTURE LOCATIONS ONLY, TYP. WALL MOUNT O.F..G. OPEN TO STRUCTURE ABOVE. O ELECTRICAL S, STORAGE G.IU.B. ( 8'-6' 'A36A' 'AMA' 14x16 14x26 G.W.B. COOKL INE CEILj 9'-0' 118E .METAL FRAMING A HOOD 24x24 'A35' GLUE:. BOTH $IDE•6- %4n HEADER 'A36' G•UJ.B• 'A36' HEADER 'A35' 'A35. 1 HR RATED CEILING CONTINUOUS DRAFSTOP FROM TOP OF CEILING .IO ROOF DECK; _1DA54-1ED. LINE, .TYP.) RUN STUDS FULL. 4 -EIGHT WITH GUJB (1)1 SIDE TO ROOF DECK. PROVIDE 3/4' DrFLECTION I4EAD, VICE 'A39'' ICEILI', 9'-0' ..-, -HEADER. E IFS SOFFIT HEADEF 8' -0' r A16' A16' "LAKE ALL. x6 CEILINGS N 6'-0't EEMOVEABLE PANELS FOR ACCESS TO„ :EI -INC ABOVE r-� 8' -en HEADER �504'�lT L10;1-1T[N `' CADINET'T' FGf'�' ELE,CTO2ICAL ,C4NTFACTOR 'ro PROYIPE'GONNEGTIQN, " , ; SE I Rio R4UJiNG:" . E.f 0 A23' 'A23' 'A 3' .A25' d M 1- J W 0 SPRINKLERS m 2 TIE 1 0 C9 cc'-, z f � z —ZatISMg -soca. -11 � cr8As8c0 re . g8 gct8w -g 8°'N�" z ,<<<(< __, 21$ . SPACING.._.. (t1I' O.G..'. OPEN CEILING ABOVE. 'A32' ' FALSE ;. ±..(2.1BEAMS, TTP. -..-.___ . �.�:. ... _ i 15PAC LNG: • SIM.' ININb 4_._i BOT. OF TRUSS. DD-INING-3 .B. .4 1 1 2 8 E. SF'ACIN (t I' Q.C,), OPEN C.I 6t LNG' ABo1'E. DINNG 5 mo�® HEADER - HEADER • HEADER .. G UJ -B- SEE FOR 1ARQUEE PLAN 1 FADER A25' 'A25' ACCJ EPTE D Y di l'Jui/l� SURVEYIS YYFY 1i�Y 1..i+ `31.AT(LE, VI C. A6' NOTE: THESE (2) AWNINGS UNIQUE DIMENSIONS HEADER C4=F JOIST FOR FIXTURES. TYP. SEE CANOPY - SEE FOR DETAILS, TYP Cr)CO CEILING JOIST SCHEDULE JOIST SIZE 2X4 2 X 6, 2 X MAXIMUM CLEAR SPAN 101-01 15'-0' 20'-0' NOTES: I. CEILING JOISTS SHALL BE '2DF OR BETTER 2. JOIST SPACING • 16' O.G. a TYPE 'X' GWB. 3. JOIST SPACING • 12' O.C. MRGUJB. 3. PROVIDE SOLID BLOCKING AT SUPPORTS. DOWNLIGHT- CENTER ON PILASTER, TYP. iit"7.r:t9 ey,,r.7.1,V.r3AE'Y 'A25' FOR PATIO TRELLIS SEE SHEET 44. I a� NOTE 1 SPRINKLER HEADS ARE SPACED FOR 130 SQUARE FEET MAXIMUM PER HEAD, ORDINARY HAZARD GROUP -1. 2 ' SPRINKLER HEADS ARE NOT DESIGNED TO BE IN CENTER OF CEILING TILES. 111 11.1444. ni=r- 1 . ,i- 1 THESE OU PL . i...--- 'A16' (2)+PROVIinE EIS U./ TES FOR .._._-r., I COVER FUTURE. * __...A35"_-_""_- A16' BULE DM 1 1 I0'-0' I ��,►, 1 f._,;.. i I I 'AT -1' .a 'A35' , + r _— A}g T A}8 1 f 1 E IFS SOFFIT HEADEF 8' -0' r A16' A16' "LAKE ALL. x6 CEILINGS N 6'-0't EEMOVEABLE PANELS FOR ACCESS TO„ :EI -INC ABOVE r-� 8' -en HEADER �504'�lT L10;1-1T[N `' CADINET'T' FGf'�' ELE,CTO2ICAL ,C4NTFACTOR 'ro PROYIPE'GONNEGTIQN, " , ; SE I Rio R4UJiNG:" . E.f 0 A23' 'A23' 'A 3' .A25' d M 1- J W 0 SPRINKLERS m 2 TIE 1 0 C9 cc'-, z f � z —ZatISMg -soca. -11 � cr8As8c0 re . g8 gct8w -g 8°'N�" z ,<<<(< __, 21$ . SPACING.._.. (t1I' O.G..'. OPEN CEILING ABOVE. 'A32' ' FALSE ;. ±..(2.1BEAMS, TTP. -..-.___ . �.�:. ... _ i 15PAC LNG: • SIM.' ININb 4_._i BOT. OF TRUSS. DD-INING-3 .B. .4 1 1 2 8 E. SF'ACIN (t I' Q.C,), OPEN C.I 6t LNG' ABo1'E. DINNG 5 mo�® HEADER - HEADER • HEADER .. G UJ -B- SEE FOR 1ARQUEE PLAN 1 FADER A25' 'A25' ACCJ EPTE D Y di l'Jui/l� SURVEYIS YYFY 1i�Y 1..i+ `31.AT(LE, VI C. A6' NOTE: THESE (2) AWNINGS UNIQUE DIMENSIONS HEADER C4=F JOIST FOR FIXTURES. TYP. SEE CANOPY - SEE FOR DETAILS, TYP Cr)CO CEILING JOIST SCHEDULE JOIST SIZE 2X4 2 X 6, 2 X MAXIMUM CLEAR SPAN 101-01 15'-0' 20'-0' NOTES: I. CEILING JOISTS SHALL BE '2DF OR BETTER 2. JOIST SPACING • 16' O.G. a TYPE 'X' GWB. 3. JOIST SPACING • 12' O.C. MRGUJB. 3. PROVIDE SOLID BLOCKING AT SUPPORTS. DOWNLIGHT- CENTER ON PILASTER, TYP. iit"7.r:t9 ey,,r.7.1,V.r3AE'Y 'A25' FOR PATIO TRELLIS SEE SHEET 44. I a� NOTE 1 SPRINKLER HEADS ARE SPACED FOR 130 SQUARE FEET MAXIMUM PER HEAD, ORDINARY HAZARD GROUP -1. 2 ' SPRINKLER HEADS ARE NOT DESIGNED TO BE IN CENTER OF CEILING TILES. 111 11.1444. ELEL-taicAL. T� SEC -ONLY NI Yc.N 1,—"Z tJ E 7 V-eLal~ a,ot< PAINTED ON NO. 1000H Ct.EARPRINT • i MEGHPNIGAL_ ME Awe • IOW 1 s 0l. r.�...�..-mow... i eloom To S ,L0I'D - l,. ... ' N E • VI. ACCEPTED IMthout Comments ❑ AsrNoted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau r 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 ubject to field test and inspection b The Tukwila Fire Prevention Bureau. y Date:By: 6 3 ItZE C. &.)-r • fl PiNi...Ai._ PIA LL .5 ea. IN Sue WV a. L ANryI 11 N c.a. NI L FIT T A N O M h r< G E i iw c`'_.o t�.r cS�s Ii,. L ey it .+ t... h ` ef. TUKWILA FIRE DEPARTMENT Pp c + Please call: 575.4407 and give this job F2andNo. 90 -F2-Y92- and exact address for shut- down or restoration approval. OCT 9 1998 STAN F actbs i E rluct A ry i 14326 PAcZe,.,laaA Su. SCALE: I/4 4' .r" / 7 DATE: 41-Z, 6 .. q 8 APPROVED BY: FILE DRAWN BY Cz. C V REVISED E. {_ u. c"+. LT. ANI K 2 Q 3 3 4.1 Pi 0 Pi h i tA9r DRAWING NUMBER 4 fr ptr c i -r E Woo ro fr 41.111.10111.1.1.11.0.1411.11**14. F12.447- '•it••••;..", '•••••". To .."••••• isq Pri e_ Z- tY1 .S kt I-6 itc4 i4.1E4') PPICZI4 WnLJ 5‘.1rz. SCALE• ••• ; DATE: APPROVED BY: DRAWN BY ex. REVISED S E 4Z.T L Nikc. o23 ept 1.4) Setti-t LE" 5.9 (LT t•f I- ECU DRAWING NUMBER,