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PP - 5801 SEGALE PARK DR C - SEGALE BUSINESS PARK BLDG 981 - PERMITS AND PLANS
5801 SEGALE PARK DR C ASSOCIATED PERMITS 06-F-162 06-S-145 02-S-028 01-S-284 01-S-273 00-S-265 art 5Y01 ce3atA- PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building System 1 FILE NUMBER: s981-1 DATE: Aug 02, 1999 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Storage DENSITY: 75 psi minimum pressure AREA OF APPLICATION: 12 Heads COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1477.9 gpm TOTAL WATER REQUIRED (including hose): 1727.9 gpm FLOW AND PRESSURE BASE OF RISER Node(4):1478 gpm @ 114.9 psi SPRINKLER ORIFICE SIZE: 14.2k NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 TITLE: Segale 981 Building System 1 WATER SUPPLY DATA Page 1 S981-1 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 135.0 128.0 1500.0 125.9 1727.9 115.6 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 1727.9 GPM 250.0 GPM 0.0 GPM 1477.9 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 SOURCE 115.6 1477.9 4 0.5 114.9 5 2.3 113.7 6 2.3 110.2 7 2.3 110.2 8 2.3 110.2 9 2.3 110.2 B10 30.8 96.7 B11 30.8 93.3 B14 35.2 89.3 B15 35.2 88.8 B20 35.2 87.5 B21 35.2 87.0 B22 35.2 86.6 B23 35.2 86.2 B24 35.2 85.8 B25 35.2 85.5 B26 35.2 85.2 B27 35.2 85.0 B28 35.2 84.8 B29 35.2 84.7 B30 35.2 - - - - 84.6 - - - B31 35.2 84.6 - - - B40 37.5 86.3 - - - B41 37.5 85.8 B42 37.5 - - - - 85.4 B43 37.5 85.0 B44 37.5 - - - - 84.7 B45 37.5 84.4 B46 37.5 84.1 B47 37.5 83.8 B48 37.5 83.6 B49 37.5 82.6 B50 37.5 - - - - 82.5 - =PP NM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 'IL lO'B TITLE: Segale 981 Building System 1 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) B51 37.5 82.5 - - - B60 35.2 - - - - 84.8 B61 35.2 84.8 B62 35.2 84.7 - - - B63 35.2 84.6 B64 35.2 84.3 B65 35.2 83.9 B66 35.2 83.5 B67 35.2 - - - - 82.8 - - - B68 35.2 - - - - 82.0 B69 35.2 80.9 B70 35.2 80.4 B71 35.2 - - - - 80.2 - - - B80 37.5 84.0 - - - B81 37:5 83.9 B82 37.5 M. - - - 83.9 B83 37.5 - - - - 83.7 B84 37.5 - - - - 83.4 B85 37.5 - - - - 83.1 B86 37.5 - - - - 82.6 B87 37.5 - - - - 82.0 B88 37.5 81.2 - - - B89 37.5 - - - - 78.6 B90 37.5 - - - - 78.1 B91 37.5 78.0 101 37.5 75.8 102 37.5 K=14.20 75.5 123.4 103 37.5 K=14.20 75.4 123.3 104 37.5 K=14.20 75.4 123.3 105 37.5 K=14.20 75.6 123.5 106 37.5 76.1 107 37.5 75.5 - - - 108 37.5 K=14.20 75.2 123.1 109 37.5 K=14.20 75.1 123.0 110 37.5 K=14.20 75.1 123.0 111 37.5 K=14.20 75.2 123.2 112 37.5 75.7 113 37.5 - - - - 75.4 114 37.5 K=14.20 75.1 123.0 115 37.5 K=14.20 75.0 123.0 116 37.5 K=14.20 75.0 123.0 117 37.5 K=14.20 75.1 123.1 118 37.5 75.6 A 35.2 - - - - 84.7 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 SOB TITLE: Segale 981 Building System 1 PIPE DATA 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 CITY 4 Pipe: 1 0.0 SRCE 0.5 0.0 1477.9 10.400 PL 30.00 115.6 (N/A) 5.6 140 FTG ETG 114.9 0.0 0.004 TL 139.00 Pipe: 2 4 0.5 0.0 114.9 5 2.3 0.0 113.7 Pipe: 3 5 2.3 0.0 113.7 6 2.3 0.0 110.2 Pipe: 4 6 2.3 0.0 110.2 7 2.3 0.0 110.2 Pipe: 5 7 2.3 0.0 110.2 8 2.3 0.0 110.2 Pipe: 6 8 2.3 0.0 110.2 9 2.3 0.0 110.2 Pipe: 7 8 2.3 0.0 110.2 B10 30.8 0.0 96.7 Pipe: 8 B10 30.8 0.0 96.7 B11 30.8 0.0 93.3 Pipe: 11 Bil 30.8 0.0 93.3 B14 35.2 0.0 89.3 Pipe: 12 B14 35.2 0.0 89.3 B15 35.2 0.0 88.8 1477.9 8.249 PL 1.50 0.0 8.9 120 FTG E 0.0 0.016 TL 21.50 Page 3 PRESS. SUM. (PSI) PF 0.5 PE -0.2 PV 0.2 PF 0.3 PE -0.8 PV 0.5 FIXED PRESSURE LOSS DEVICE 0.0 3.5 psi, 1477.9 gpm 0.0 1477.9 8.249 PL 1.50 0.0 8.9 120 FTG 0.0 0.016 TL 1.50 1477.9 8.249 PL 0.0 8.9 120 FTG 0.0 0.016 TL 0.0 0.0 0.0 0.0 1477.9 0.0 8.9 0.0 1477.9 0.0 8.9 0.0 1477.9 0.0 8.9 0.0 1477.9 0.0 8.9 0.0 8.249 120 0.000 8.249 120 0.016 8.249 120 0.016 8.249 120 0.016 8.249 120 0.016 2.00 2.00 PL 2.00 FTG ---- TL 2.00 PL 26.21 FTG TG TL 72.21 PL 167.04 FTG 2E TL 207.04 PL 110.25 FTG E TL 130.25 PL 8.71 FTG E TL 28.71 Pipe: 13 1477.9 6.357 PL 4.33 B15 35.2 0.0 88.8 0.0 14.9 120 FTG E B20 35.2 0.0 87.5 0.0 0.058 TL 22.33 Pipe: 14 1376.8 6.357 PL 10.00 B20 35.2 0.0 87.5 0.0 13.9 120 FTG ---- B21 35.2 0.0 87.0 0.0 0.051 TL 10.00 Pipe: 15 1285.8 6.357 PL 10.00 821 35.2 0.0 87.0 0.0 13.0 120 FTG ---- B22 35.2 0.0 86.6 0.0 0.045 TL 10.00 PF PE PV PF PE PV PF PE PV 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 PF 1.2 PE -12.3 PV 0.5 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 3.4 0.0 0.5 2.1 -1.9 0.5 0.5 0.0 0.5 1.3 0.0 1.5 0.5 0.0 1.3 0.4 0.0 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 PIPE DATA (cont.) Page 4 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: 16 1204.2 6.357 PL 10.00 PF 0.4 B22 35.2 0.0 86.6 0.0 12.2 120 FTG ---- PE 0.0 B23 35.2 0.0 86.2 0.0 0.039 TL 10.00 PV 1.0 Pipe: 17 1128.4 6.357 PL 10.00 PF 0.3 B23 35.2 0.0 86.2 0.0 11.4 120 FTG ---- PE 0.0 B24 35.2 0.0 85.8 0.0 0.035 TL 10.00 PV 0.9 Pipe: 18 1055.1 6.357 PL 10.00 PF 0.3 B24 35.2 0.0 85.8 0.0 10.7 120 FTG ---- PE 0.0 B25 35.2 0.0 85.5 0.0 0.031 TL 10.00 PV 0.8 Pipe: 19 980.4 6.357 PL 10.00 PF 0.3 B25 35.2 0.0 85.5 0.0 9.9 120 FTG ---- PE 0.0 B26 35.2 0.0 85.2 0.0 0.027 TL 10.00 PV 0.7 Pipe: 20 900.4 6.357 PL 10.00 PF 0.2 B26 35.2 0.0 85.2 0.0 9.1 120 FTG ---- PE 0.0 B27 35.2 0.0 85.0 0.0 0.023 TL 10.00 PV 0.6 Pipe: 21 810.8 6.357 PL 10.00 PF 0.2 B27 35.2 0.0 85.0 0.0 8.2 120 FTG ---- PE 0.0 B28 35.2 0.0 84.8 0.0 0.019 TL 10.00 PV 0.5 Pipe: 22 707.8 6.357 PL 10.00 PF 0.1 B28 35.2 0.0 84.8 0.0 7.2 120 FTG ---- PE 0.0 B29 35.2 0.0 84.7 0.0 0.015 TL 10.00 PV 0.3 Pipe: 23 474.9 6.357 PL 10.00 PF 0.1 B29 35.2 0.0 84.7 0.0 4.8 120 FTG ---- PE 0.0 B30 35.2 0.0 84.6 0.0 0.007 TL 10.00 PV 0.2 Pipe: 24 238.0 6.357 PL 10.00 PF 0.0 B30 35.2 0.0 84.6 0.0 2.4 120 FTG ---- PE 0.0 B31 35.2 0.0 84.6 0.0 0.002 TL 10.00 PV 0.0 Pipe: 25 101.1 3.352 PL 2.29 PF 0.2 B20 35.2 0.0 87.5 0.0 3.7 120 FTG T PE -1.0 B40 37.5 0.0 86.3 0.0 0.009 TL 25.29 PV 0.1 Pipe: 26 91.1 3.352 PL 2.29 PF 0.2 B21 35.2 0.0 87.0 0.0 3.3 120 FTG T PE -1.0 B41 37.5 0.0 85.8 0.0 0.008 TL 25.29 PV 0.1 Pipe: 27 81.6 3.352 PL 2.29 PF 0.2 B22 35.2 0.0 86.6 0.0 3.0 120 FTG T PE -1.0 B42 37.5 0.0 85.4 0.0 0.006 TL 25.29 PV 0.1 Pipe: 28 75.8 3.352 PL 2.29 PF 0.1 B23 35.2 0.0 86.2 0.0 2.8 120 FTG T PE -1.0 B43 37.5 0.0 85.0 0.0 0.005 TL 25.29 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 PIPE DATA (cont.) Page 5 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: 29 73.3 3.352 PL 2.29 PF 0.1 B24 35.2 0.0 85.8 0.0 2.7 120 FTG T PE -1.0 B44 37.5 0.0 84.7 0.0 0.005 TL 25.29 PV 0.0 Pipe: 30 74.6 3.352 PL 2.29 PF 0.1 B25 35.2 0.0 85.5 0.0 2.7 120 FTG T PE -1.0 B45 37.5 0.0 84.4 0.0 0.005 TL 25.29 PV 0.0 Pipe: 31 80.1 3.352 PL 2.29 PF 0.1 B26 35.2 0.0 85.2 0.0 2.9 120 FTG T PE -1.0 B46 37.5 0.0 84.1 0.0 0.006 TL 25.29 PV 0.1 Pipe: 32 89.6 3.352 PL 2.29 PF 0.2 B27 35.2 0.0 85.0 0.0 3.3 120 FTG T PE -1.0 B47 37.5 0.0 83.8 0.0 0.007 TL 25.29 PV 0.1 Pipe: 33 103.0 3.352 PL 2.29 PF 0.2 B28 35.2 0.0 84.8 0.0 3.7 120 FTG T PE -1.0 B48 37.5 0.0 83.6 0.0 0.009 TL 25.29 PV 0.1 Pipe: 34 232.9 3.352 PL 2.29 PF 1.1 B29 35.2 0.0 84.7 0.0 8.5 120 FTG T PE -1.0 B49 37.5 0.0 82.6 0.0 0.043 TL 25.29 PV 0.5 Pipe: 35 236.9 3.352 PL 2.29 PF 1.1 B30 35.2 0.0 84.6 0.0 8.6 120 FTG T PE -1.0 B50 37.5 0.0 82.5 0.0 0.044 TL 25.29 PV 0.5 Pipe: 36 238.0 3.352 PL 2.29 PF 1.1 B31 35.2 0.0 84.6 0.0 8.7 120 FTG T PE -1.0 B51 37.5 0.0 82.5 0.0 0.044 TL 25.29 PV 0.5 Pipe: 37 101.1 4.352 PL 10.00 PF 0.0 B60 35.2 0.0 84.8 0.0 2.2 120 FTG ---- PE 0.0 B61 35.2 0.0 84.8 0.0 0.003 TL 10.00 PV 0.0 Pipe: 38 192.1 4.352 PL 3.25 PF 0.0 B61 35.2 0.0 84.8 0.0 4.1 120 FTG ---- PE 0.0 B62 35.2 0.0 84.7 0.0 0.008 TL 3.25 PV 0.1 Pipe: 38A -0.3 4.352 PL 6.75 PF 0.0 A 35.2 0.0 84.7 0.0 0.0 120 FTG ---- PE 0.0 B62 35.2 0.0 84.7 0.0 0.000 TL 6.75 PV 0.0 Pipe: 39 273.7 4.352 PL 10.00 PF 0.2 B62 35.2 0.0 84.7 0.0 5.9 120 FTG ---- PE 0.0 B63 35.2 0.0 84.6 0.0 0.016 TL 10.00 PV 0.2 Pipe: 40 349.5 4.352 PL 10.00 PF 0.3 B63 35.2 0.0 84.6 0.0 7.5 120 FTG ---- PE 0.0 B64 35.2 0.0 84.3 0.0 0.025 TL 10.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 PIPE DATA (cont.) Page 6 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: 41 422.8 4.352 PL 10.00 PF 0.4 B64 35.2 0.0 84.3 0.0 9.1 120 FTG ---- PE 0.0 B65 35.2 0.0 83.9 0.0 0.036 TL 10.00 PV 0.6 Pipe: 42 497.5 4.352 PL 10.00 PF 0.5 B65 35.2 0.0 83.9 0.0 10.7 120 FTG ---- PE 0.0 B66 35.2 0.0 83.5 0.0 0.049 TL 10.00 PV 0.8 Pipe: 43 577.5 4.352 PL 10.00 PF 0.6 B66 35.2 0.0 83.5 0.0 12.5 120 FTG ---- PE 0.0 B67 35.2 0.0 82.8 0.0 0.064 TL 10.00 PV 1.0 Pipe: 44 667.1 4.352 PL 10.00 PF 0.8 B67 35.2 0.0 82.8 0.0 14.4 120 FTG ---- PE 0.0 B68 35.2 0.0 82.0 0.0 0.084 TL 10.00 PV 1.4 Pipe: 45 770.1 4.352 PL 10.00 PF 1.1 B68 35.2 0.0 82.0 0.0 16.6 120 FTG ---- PE 0.0 B69 35.2 0.0 80.9 0.0 0.109 TL 10.00 PV 1.9 Pipe: 46 509.5 4.352 PL 10.00 PF 0.5 B69 35.2 0.0 80.9 0.0 11.0 120 FTG ---- PE 0.0 B70 35.2 0.0 80.4 0.0 0.051 TL 10.00 PV 0.8 Pipe: 47 254.1 4.352 PL 10.00 PF 0.1 B70 35.2 0.0 80.4 0.0 5.5 120 FTG ---- PE 0.0 B71 35.2 0.0 80.2 0.0 0.014 TL 10.00 PV 0.2 Pipe: 48 -101.1 3.352 PL 2.29 PF 0.2 B60 35.2 0.0 84.8 0.0 3.7 120 FTG T PE -1.0 B80 37.5 0.0 84.0 0.0 0.009 TL 25.29 PV 0.1 Pipe: 49 -91.1 3.352 PL 2.29 PF 0.2 B61 35.2 0.0 84.8 0.0 3.3 120 FTG T PE -1.0 B81 37.5 0.0 83.9 0.0 0.008 TL 25.29 PV 0.1 Pipe: 50 -81.6 3.352 PL 2.29 PF 0.2 B62 35.2 0.0 84.7 0.0 3.0 120 FTG T PE -1.0 B82 37.5 0.0 83.9 0.0 0.006 TL 25.29 PV 0.1 Pipe: 51 -75.8 3.352 PL 2.29 PF 0.1 B63 35.2 0.0 84.6 0.0 2.8 120 FTG T PE -1.0 B83 37.5 0.0 83.7 0.0 0.005 TL 25.29 PV 0.1 Pipe: 52 -73.3 3.352 PL 2.29 PF 0.1 B64 35.2 0.0 84.3 0.0 2.7 120 FTG T PE -1.0 B84 37.5 0.0 83.4 0.0 0.005 TL 25.29 PV 0.0 Pipe: 53 -74.6 3.352 PL 2.29 PF 0.1 B65 35.2 0.0 83.9 0.0 2.7 120 FTG T PE -1.0 B85 37.5 0.0 83.1 0.0 0.005 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. PT NODES (FT) (K) (PSI) Q(GPM) DIA(IN) LENGTH DISC. VEL(FPS) HW(C) (FT) (GPM) F.L./FT Pipe: 54 -80.1 3.352 PL 2.29 B66 35.2 0.0 83.5 0.0 2.9 120 FTG T B86 37.5 0.0 82.6 0.0 0.006 TL 25.29 Pipe: 55 -89.6 3.352 PL 2.29 B67 35.2 0.0 82.8 0.0 3.3 120 FTG T B87 37.5 0.0 82.0 0.0 0.007 TL 25.29 Pipe: 56 -103.0 3.352 PL 2.29 B68 35.2 0.0 82.0 0.0 3.7 120 FTG T B88 37.5 0.0 81.2 0.0 0.009 TL 25.29 Pipe: 57 260.6 3.352 PL 2.29 B69 35.2 0.0 80.9 0.0 9.5 120 FTG T B89 37.5 0.0 78.6 0.0 0.052 TL 25.29 Pipe: 58 255.5 3.352 PL 2.29 B70 35.2 0.0 80.4 0.0 9.3 120 FTG T B90 37.5 0.0 78.1 0.0 0.051 TL 25.29 Pipe: 59 254.1 3.352 PL 2.29 B71 35.2 0.0 80.2 0.0 9.2 120 FTG T B91 37.5 0.0 78.0 0.0 0.050 TL 25.29 Pipe: 60 101.1 3.352 PL 205.00 B40 37.5 0.0 86.3 0.0 3.7 120 FTG 2T B80 37.5 0.0 84.0 0.0 0.009 TL 251.00 Pipe: 61 91.1 3.352 PL 205.00 B41 37.5 0.0 85.8 0.0 3.3 120 FTG 2T B81 37.5 0.0 83.9 0.0 0.008 TL 251.00 Pipe: 62 81.6 3.352 PL 205.00 B42 37.5 0.0 85.4 0.0 3.0 120 FTG 2T B82 37.5 0.0 83.9 0.0 0.006 TL 251.00 Pipe: 63 75.8 3.352 PL 205.00 B43 37.5 0.0 85.0 0.0 2.8 120 FTG 2T B83 37.5 0.0 83.7 0.0 0.005 TL 251.00 Pipe: 64 73.3 3.352 PL 205.00 B44 37.5 0.0 84.7 0.0 2.7 120 FTG 2T B84 37.5 0.0 83.4 0.0 0.005 TL 251.00 Pipe: 65 74.6 3.352 PL 205.00 B45 37.5 0.0 84.4 0.0 2.7 120 FTG 2T B85 37.5 0.0 83.1 0.0 0.005 TL 251.00 Pipe: 66 80.1 3.352 PL 205.00 B46 37.5 0.0 84.1 0.0 2.9 120 FTG 2T B86 37.5 0.0 82.6 0.0 0.006 TL 251.00 Page 7 PRESS. SUM. (PSI) PF 0.1 PE -1.0 PV 0.1 PF 0.2 PE -1.0 PV 0.1 PF 0.2 PE -1.0 PV 0.1 PF 1.3 PE -1.0 PV 0.6 PF 1.3 PE -1.0 PV 0.6 PF 1.3 PE -1.0 PV 0.6 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 2.3 0.0 0.1 1.9 0.0 0.1 1.5 0.0 0.1 1.3 0.0 0.1 1.3 0.0 0.0 1.3 0.0 0.0 1.5 0.0 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 PIPE DATA (cont.) Page 8 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: 67 89.6 3.352 PL 205.00 PF 1.8 B47 37.5 0.0 83.8 0.0 3.3 120 FTG 2T PE 0.0 B87 37.5 0.0 82.0 0.0 0.007 TL 251.00 PV 0.1 Pipe: 68 103.0 3.352 PL 205.00 PF 2.4 B48 37.5 0.0 83.6 0.0 3.7 120 FTG 2T PE 0.0 B88 37.5 0.0 81.2 0.0 0.009 TL 251.00 PV 0.1 Pipe: 69 232.9 3.352 PL 136.00 PF 6.8 B49 37.5 0.0 82.6 0.0 8.5 120 FTG T PE 0.0 101 37.5 0.0 75.8 0.0 0.043 TL 159.00 PV 0.5 Pipe: 70 232.9 3.352 PL 8.00 PF 0.3 101 37.5 0.0 75.8 0.0 8.5 120 FTG ---- PE 0.0 102 37.5 14.2 75.5 123.4 0.043 TL 8.00 PV 0.5 Pipe: 71 109.5 3.352 PL 7.00 PF 0.1 102 37.5 14.2 75.5 123.4 4.0 120 FTG ---- PE 0.0 103 37.5 14.2 75.4 123.3 0.011 TL 7.00 PV 0.1 Pipe: 72 -13.8 3.352 PL 10.00 PF 0.0 103 37.5 14.2 75.4 123.3 0.5 120 FTG ---- PE 0.0 104 37.5 14.2 75.4 123.3 0.000 TL 10.00 PV 0.0 Pipe: 73 -137.2 3.352 PL 10.00 PF 0.2 104 37.5 14.2 75.4 123.3 5.0 120 FTG ---- PE 0.0 105 37.5 14.2 75.6 123.5 0.016 TL 10.00 PV 0.2 Pipe: 73A -260.6 3.352 PL 10.00 PF 0.5 105 37.5 14.2 75.6 123.5 9.5 120 FTG ---- PE 0.0 106 37.5 0.0 76.1 0.0 0.052 TL 10.00 PV 0.6 Pipe: 73B -260.6 3.352 PL 24.00 PF 2.5 106 37.5 0.0 76.1 0.0 9.5 120 FTG T PE 0.0 B89 37.5 0.0 78.6 0.0 0.052 TL 47.00 PV 0.6 Pipe: 74 236.9 3.352 PL 136.00 PF 7.0 B50 37.5 0.0 82.5 0.0 8.6 120 FTG T PE 0.0 107 37.5 0.0 75.5 0.0 0.044 TL 159.00 PV 0.5 Pipe: 75 236.9 3.352 PL 8.00 PF 0.4 107 37.5 0.0 75.5 0.0 8.6 120 FTG ---- PE 0.0 108 37.5 14.2 75.2 123.1 0.044 TL 8.00 PV 0.5 Pipe: 76 113.8 3.352 PL 7.00 PF 0.1 108 37.5 14.2 75.2 123.1 4.1 120 FTG ---- PE 0.0 109 37.5 14.2 75.1 123.0 0.011 TL 7.00 PV 0.1 Pipe: 77 -9.2 3.352 PL 10.00 PF 0.0 109 37.5 14.2 75.1 123.0 0.3 120 FTG ---- PE 0.0 110 37.5 14.2 75.1 123.0 0.000 TL 10.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. NODES (FT) (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT Pipe: 78 110 37.5 14.2 75.1 111 37.5 14.2 75.2 Pipe: 78A 111 37.5 14.2 75.2 112 37.5 0.0 75.7 Pipe: 78B 112 37.5 0.0 75.7 B90 37.5 0.0 78.1 Pipe: 79 B51 37.5 0.0 82.5 113 37.5 0.0 75.4 Pipe: 80 113 37.5 0.0 75.4 114 37.5 14.2 75.1 Pipe: 81 114 37.5 14.2 75.1 115 37.5 14.2 75.0 Pipe: 82 115 37.5 14.2 75.0 116 37.5 14.2 75.0 Pipe: 83 116 37.5 14.2 75.0 117 37.5 14.2 75.1 Pipe: 84 117 37.5 14.2 75.1 118 37.5 0.0 75.6 Pipe: 85 118 37.5 0.0 75.6 B91 37.5 0.0 78.0 - 132.3 3.352 PL 10.00 123.0 4.8 120 FTG ---- 123.2 0.015 TL 10.00 -255.5 3.352 PL 10.00 123.2 9.3 120 FTG ---- 0.0 0.051 TL 10.00 - 255.5 3.352 PL 24.00 0.0 9.3 120 FTG T 0.0 0.051 TL 47.00 238.0 3.352 PL 136.00 0.0 8.7 120 FTG T 0.0 0.044 TL 159.00 238.0 3.352 PL 8.00 0.0 8.7 120 FTG ---- 123.0 0.044 TL 8.00 115.0 3.352 PL 7.00 123.0 4.2 120 FTG ---- 123.0 0.012 TL 7.00 -8.0 3.352 PL 123.0 0.3 120 FTG 123.0 0.000 TL -131.0 123.0 4.8 123.1 3.352 PL 120 FTG 0.015 TL - 254.1 3.352 PL 123.1 9.2 120 FTG 0.0 0.050 TL 10.00 10.00 10.00 10.00 10.00 10.00 - 254.1 3.352 PL 24.00 0.0 9.2 120 FTG T 0.0 0.050 TL 47.00 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer under license no. 4 C1324J 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 0.001 gpm and a maximum imbalance at any node of 0.076 gpm. Page 9 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.1 0.0 0.2 0.5 0.0 0.6 2.4 0.0 0.6 7.1 0.0 0.5 0.4 0.0 0.5 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.2 0.5 0.0 0.6 2.4 0.0 0.6 program SYRINKLEH SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Page 10 (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 45. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk 6.357 18.00 38.00 11.00 40.00 13.00 4.00 8.249 20.00 42.00 14.50 50.00 13.00 4.00 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G GatVly 31.00 71.00 23.00 78.00 27.00 7.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA in Feet G GATE -V 34.00 32.00 D DPV1v 59.00 30.00 A D AL -VA DRY -VA 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 WATER SUPPLY CURVE brKINALLX bXbTtan I1XU!<1'IULIC ANALTiS rage li 180+ 165+ 1 1 1 150+ 135*\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ P120+ R I X E 1 S I S105+ U 1 R 1 E 1 90+ ( I P 1 S 1 I 75+ ) I 60+ 45+ 30+ LEGEND I X = Required Water Supply " 115.63 psi @ 1727.9 gpm " 15+ " 1 0 = Available Water Supply " 125.91 psi @ 1727.9 gpm " I" 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) * <-128.0 psi @ 1500 gpm0 Flow Test Point SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 WATER SUPPLY DATA S981-1 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 135.0 128.0 1500.0 125.9 1727.8 115.7 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 1727.8 GPM 250.0 GPM 0.0 GPM 1477.8 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 4 0.5 5 2.3 6 2.3 7 2.3 8 2.3 9 2.3 B10 30.8 B11 30.8 B14 35.2 B15 35.2 B20 35.2 B21 35.2 B22 35.2 B23 35.2 B24 35.2 B25 35.2 B26 35.2 B27 35.2 B28 35.2 B29 35.2 B30 35.2 B31 35.2 B40 37.5 B41 37.5 B42 37.5 B43 37.5 B44 37.5 B45 37.5 B46 37.5 B47 37.5 B48 37.5 B49 37.5 SOURCE 115.7 114.9 113.8 110.3 110.3 110.3 110.3 96.7 93.4 89.4 88.9 87.6 87.1 86.6 86.2 85.9 85.6 85.3 85.1 84.9 84.7 84.6 84.6 86.4 85.9 85.5 85.1 84.8 84.5 84.2 83.9 83.7 82.6 1477.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) B50 37.5 - - - - 82.5 851 37.5 - - - - 82.5 - - - B60 35.2 84.9 B61 35.2 - - - - 84.9 B62 35.2 84.9 B63 35.2 - - - - 84.7 B64 35.2 84.4 B65 35.2 84.1 B66 35.2 83.6 B67 35.2 - - - - 83.0 B68 35.2 - - - - 82.2 B69 35.2 81.2 B70 35.2 80.7 B71 35.2 80.5 B80 37.5 84.1 B81 37.5 84.1 B82 37.5 - - - - 84.0 - - - B83 37.5 83.8 B84 37.5 83.6 B85 37.5 83.2 B86 37.5 - - - - 82.8 B87 37.5 82.2 B88 37.5 81.4 B89 37.5 - - - - 78.9 - - - B90 37.5 78.5 B91 37.5 78.3 101 37.5 K=14.20 75.5 123.4 102 37.5 K=14.20 75.4 123.3 103 37.5 K=14.20 75.4 123.3 104 37.5 K=14.20 75.5 123.4 105 37.5 76.0 106 37.5 76.5 107 37.5 K=14.20 75.2 123.1 108 37.5 K=14.20 75.1 123.0 109 37.5 K=14.20 75.1 123.0 110 37.5 K=14.20 75.2 123.1 111 37.5 75.7 112 37.5 76.2 113 37.5 K=14.20 75.1 123.1 114 37.5 K=14.20 75.0 123.0 115 37.5 K=14.20 75.0 123.0 116 37.5 K=14.20 75.1 123.1 117 37.5 75.6 118 37.5 76.1 A 35.2 84.9 ma NM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 * * * NOT FOR SUBMITTAL * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 PIPE DATA PIPE TAG END NODE TAGS FLOW VEL DIA LENGTH PF/FT 1 CITY 4 1477.8 5.6 10.400 139.00 0.004 2 4 5 1477.8 8.9 8.249 21.50 0.016 3 5 6 Fixed pressure loss device: 3.5 psi, 4 6 7 8.9 8.249 1.50 0.016 5 7 8 8.9 6 8 9 0.0 7 8 B10 8.9 8 B10 B11 8.9 11 B11 B14 8.9 12 B14 B15 8.9 13 B15 B20 14.9 14 B20 B21 13.9 15 B21 B22 13.0 16 B22 B23 12.2 17 823 B24 11.5 18 B24 B25 10.7 19 B25 B26 10.0 20 B26 B27 9.2 21 B27 B28 8.3 22 B28 B29 7.3 23 B29 B30 4.9 24 B30 B31 2.5 25 B20 B40 3.6 26 B21 B41 3.3 27 B22 B42 2.9 28 B23 B43 2.7 29 B24 B44 2.6 30 B25 B45 2.6 31 B26 B46 2.8 32 B27 B47 3.1 33 B28 B48 3.6 34 B29 B49 8.7 35 B30 B50 8.8 36 B31 B51 8.9 37 B60 B61 2.2 38 B61 B62 4.1 38A A B62 0.0 39 B62 B63 5.8 40 B63 B64 7.4 41 B64 B65 9.0 42 B65 B66 10.5 43 B66 B67 12.2 44 B67 B68 14.1 45 B68 B69 16.2 46 B69 B70 10.7 47 B70 B71 5.4 48 B60 B80 3.6 49 B61 B81 3.3 50 B62 B82 2.9 51 B63 B83 2.7 52 B64 B84 2.6 53 B65 B85 2.6 1477.8 1477.8 0.0 1477.8 1477.8 1477.8 1477.8 1477.8 1377.8 1287.8 1207.6 1133.3 1061.8 989.3 911.8 825.2 725.6 486.6 243.8 100.0 89.9 80.3 74.3 71.5 72.5 77.5 86.6 99.6 239.1 242.8 243.8 100.0 190.0 0.4 270.2 344.5 416.0 488.5 566.0 652.6 752.2 497.8 248.3 -100.0 - 89.9 - 80.3 - 74.3 - 71.5 - 72.5 8.249 8.249 8.249 8.249 8.249 8.249 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 4.352 4.352 4.352 4.352 4.352 4.352 4.352 4.352 4.352 4.352 4.352 4.352 3.352 3.352 3.352 3.352 3.352 3.352 2.00 0.016 2.00 0.000 72.21 0.016 207.04 0.016 130.25 0.016 28.71 0.016 22.33 0.058 10.00 0.051 10.00 0.045 10.00 0.040 10.00 0.035 10.00 10.00 10.00 10.00 10.00 10.00 10.00 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 10.00 3.25 6.75 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 25.29 25.29 25.29 25.29 25.29 25.29 0.031 0.027 0.024 0.020 0.015 0.007 0.002 0.009 0.007 0.006 0.005 0.005 0.005 0.006 0.007 0.009 0.045 0.046 0.046 0.003 0.008 0.000 0.016 0.025 0.035 0.047 0.062 0.080 0.105 0.049 0.013 0.009 0.007 0.006 0.005 0.005 0.005 PF PE 0.5 0.3 1477 0.0 0.0 0.0 1.2 3.4 2.1 0.5 1.3 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.0 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 1.1 1.2 1.2 0.0 0.0 0.0 0.2 0.2 0.3 0.5 0.6 0.8 1.0 0.5 0.1 0.2 0.2 0.2 0.1 0.1 0.1 -0.2 -0.8 .8 gpm 0.0 0.0 0.0 -12.3 0.0 - 1.9 0.0 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.0 -1.0 -1.0 -1.0 - 1.0 -1.0 -1.0 -1.0 -1.0 - 1.0 -1.0 -1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - 1.0 - 1.0 - 1.0 -1.0 - 1.0 - 1.0 E 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 73A 73B 74 75 76 77 78 78A 78B 79 80 81 82 83 84 85 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 PIPE DATA (cont.) PIPE TAG B66 B67 B68 B69 B70 B71 B40 B41 B42 B43 B44 B45 B46 B47 B48 B49 101 102 103 104 105 106 B50 107 108 109 110 111 112 B51 113 114 115 116 117 118 END NODE TAGS FLOW VEL DIA LENGTH PF/FT PF P B86 B87 B88 B89 B90 B91 B80 B81 B82 B83 B84 B85 B86 B87 B88 101 102 103 104 105 106 B89 107 108 109 110 111 112 B90 113 114 115 116 117 118 B91 Maximum water -77.5 - 86.6 - 99.6 254.3 249.6 248.3 100.0 89.9 80.3 74.3 71.5 72.5 77.5 86.6 99.6 239.1 115.7 - 7.6 - 130.9 -254.3 -254.3 - 254.3 242.8 119.7 - 3.4 -126.4 - 249.6 - 249.6 - 249.6 243.8 120.8 - 2.2 -125.2 - 248.3 - 248.3 - 248.3 2.8 3.1 3.6 9.2 9.1 9.0 3.6 3.3 2.9 2.7 2.6 2.6 2.8 3.1 3.6 8.7 4.2 0.3 4.8 9.2 9.2 9.2 8.8 4.4 0.1 4.6 9.1 9.1 9.1 8.9 4.4 0.1 4.6 9.0 9.0 9.0 velocity 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 is 16.2 25.29 25.29 25.29 25.29 25.29 25.29 251.00 251.00 251.00 251.00 251.00 251.00 251.00 251.00 251.00 159.00 8.00 7.00 10.00 10.00 10.00 47.00 159.00 8.00 7.00 10.00 10.00 10.00 47.00 159.00 8.00 7.00 10.00 10.00 10.00 47.00 ft/sec. 0.006 0.007 0.009 0.050 0.048 0.048 0.009 0.007 0.006 0.005 0.005 0.005 0.006 0.007 0.009 0.045 0.012 0.000 0.015 0.050 0.050 0.050 0.046 0.012 0.000 0.014 0.048 0.048 0.048 0.046 0.013 0.000 0.014 0.048 0.048 0.048 0.1 0.2 0.2 1.3 1.2 1.2 2.2 1.8 1.5 1.3 1.2 1.2 1.4 1.7 2.2 7.1 0.1 0.0 0.1 0.5 0.5 2.4 7.3 0.1 0.0 0.1 0.5 0.5 2.3 7.4 0.1 0.0 0.1 0.5 0.5 2.3 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 0.0 0.0 0.0 0.0 0.0 "0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 S1'it1NALEK SYSTEM HYDRAULIC * * * NOT FOR SUBMITTAL Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) ANALYSIS Page 1 * * * AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) S981-1 REQ'D PRESS. (PSI) 135.0 128.0 1500.0 125.9 1728.1 115.5 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 NODE TAG ELEVATION NODE TYPE (FT) CITY 4 5 6 7 8 9 B10 B11 B14 B15 B20 B21 B22 B23 B24 B25 B26 B27 B28 B29 B30 B31 B40 B41 B42 B43 B44 B45 B46 B47 B48 B49 0.0 0.5 2.3 2.3 2.3 2.3 2.3 30.8 30.8 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 SOURCE PRESSURE (PSI) 115.5 114.8 113.6 110.1 110.1 110.1 110.1 96.6 93.2 89.2 88.7 87.4 86.9 86.5 86.1 85.7 85.4 85.2 84.9 84.8 84.6 84.5 84.5 86.2 85.7 85.3 84.9 84.6 84.3 84.0 83.7 83.5 82.6 1728.1 GPM 250.0 GPM 0.0 GPM 1478.1 GPM DISCHARGE (GPM) 1478.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 * * * NOT FOR SUBMITTAL * * * p Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) B50 37.5 - - - - 82.5 B51 37.5 - - - - 82.5 B60 35.2 84.6 B61 35.2 - - - - 84.6 B62 35.2 84.6 B63 35.2 84.4 B64 35.2 - - - - 84.1 - - - B65 35.2 83.8 B66 35.2 83.3 B67 35.2 - - - - 82.6 B68 35.2 - - - - 81.7 - - - B69 35.2 - - - - 80.6 B70 35.2 80.1 B71 35.2 79.9 B80 37.5 83.9 B81 37.5 83.8 B82 37.5 83.7 B83 37.5 83.5 B84 37.5 83.3 B85 37.5 - - - - 82.9 B86 37.5 82.4 B87 37.5 81.8 B88 37.5 81.0 B89 37.5 78.2 B90 37.5 77.7 B91 37.5 77.6 - - - 101 37.5 76.2 102 37.5 75.8 103 37.5 K=14.20 75.5 123.4 104 37.5 K=14.20 75.5 123.3 105 37.5 K=14.20 75.5 123.3 106 37.5 K=14.20 75.6 123.5 107 37.5 75.8 108 37.5 75.5 109 37.5 K=14.20 75.2 123.1 110 37.5 K=14.20 75.1 123.0 111 37.5 K=14.20 75.1 123.0 112 37.5 K=14.20 75.2 123.2 113 37.5 75.7 - - - 114 37.5 75.4 115 37.5 K=14.20 75.1 123.1 116 37.5 K=14.20 75.0 123.0 117 37.5 K=14.20 75.0 123.0 118 37.5 K=14.20 75.2 123.1 A 35.2 84.6 ornialugrat tiXSTWI MUNAULIC ANALYSIS * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 PIPE DATA Page 3 PIPE TAG END NODE TAGS FLOW VEL DIA LENGTH PF/FT PF PE 1 CITY 4 1478.1 5.6 10.400 139.00 0.004 0.5 -0.2 2 4 5 1478.1 8.9 8.249 21.50 0.016 0.3 -0.8 3 5 6 Fixed pressure loss device: 3.5 psi, 1478.1 gpm 4 6 7 1478.1 8.9 8.249 1.50 0.016 0.0 0.0 5 7 8 1478.1 8.9 8.249 2.00 0.016 0.0 0.0 6 8 9 0.0 0.0 8.249 2.00 0.000 0.0 0.0 7 8 B10 1478.1 8.9 8.249 72.21 0.016 1.2 -12.3 8 B10 Bli 1478.1 8.9 8.249 207.04 0.016 3.4 0.0 11 B1l B14 1478.1 8.9 8.249 130.25 0.016 2.1 -1.9 12 B14 B15 1478.1 8.9 8.249 28.71 0.016 0.5 0.0 13 B15 B20 1478.1 14.9 6.357 22.33 0.058 1.3 0.0 14 B20 B21 1376.0 13.9 6.357 10.00 0.050 0.5 *0.0 15 B21 B22 1283.7 13.0 6.357 10.00 0.044 0.4 0.0 16 B22 B23 1200.9 12.1 6.357 10.00 0.039 0.4 0.0 17 B23 B24 1123.5 11.4 6.357 10.00 0.035 0.3 0.0 18 B24 B25 1048.3 10.6 6.357 10.00 0.031 0.3 0.0 19 B25 B26 971.4 9.8 6.357 10.00 0.027 0.3 0.0 20 B26 B27 888.8 9.0 6.357 10.00 0.022 0.2 0.0 21 B27 B28 796.2 8.0 6.357 10.00 0.018 0.2 0.0 22 B28 B29 689.7 7.0 6.357 10.00 0.014 0.1 0.0 23 B29 B30 463.1 4.7 6.357 10.00 0.007 0.1 0.0 24 B30 B31 232.2 2.3 6.357 10.00 0.002 0.0 0.0 25 B20 B40 102.1 3.7 3.352 25.29 0.009 0.2 -1.0 26 B21 B41 92.3 3.4 3.352 25.29 0.008 0.2 -1.0 27 B22 B42 82.9 3.0 3.352 25.29 0.006 0.2 -1.0 28 B23 843 77.4 2.8 3.352 25.29 0.006 0.1 -1.0 29 B24 B44 75.2 2.7 3.352 25.29 0.005 0.1 -1.0 30 B25 B45 76.9 2.8 3.352 25.29 0.005 0.1 -1.0 31 B26 B46 82.7 3.0 3.352 25.29 0.006 0.2 -1.0 32 B27 B47 92.6 3.4 3.352 25.29 0.008 0.2 -1.0 33 B28 B48 106.5 3.9 3.352 25.29 0.010 0.3 -1.0 34 B29 B49 226.6 8.2 3.352 25.29 0.041 1.0 -1.0 35 B30 B50 231.0 8.4 3.352 25.29 0.042 1.1 -1.0 36 B31 B51 232.2 8.4 3.352 25.29 0.042 1.1 -1.0 37 B60 B61 102.1 2.2 4.352 10.00 0.003 0.0 0.0 38 B61 B62 194.4 4.2 4.352 3.25 0.009 0.0 0.0 38A A B62 0.4 0.0 4.352 6.75 0.000 0.0 0.0 39 B62 B63 277.3 6.0 4.352 10.00 0.017 0.2 0.0 40 B63 B64 354.7 7.6 4.352 10.00 0.026 0.3 0.0 41 B64 B65 429.8 9.3 4.352 10.00 0.037 0.4 0.0 42 B65 B66 506.7 10.9 4.352 10.00 0.050 0.5 0.0 43 B66 B67 589.4 12.7 4.352 10.00 0.067 0.7 0.0 44 B67 B68 681.9 14.7 4.352 10.00 0.087 0.9 0.0 45 B68 B69 788.4 17.0 4.352 10.00 0.114 1.1 0.0 46 B69 B70 521.4 11.2 4.352 10.00 0.053 0.5 0.0 47 B70 B71 260.0 5.6 4.352 10.00 0.015 0.1 0.0 48 B60 B80 -102.1 3.7 3.352 25.29 0.009 0.2 -1.0 49 B61 B81 -92.3 3.4 3.352 25.29 0.008 0.2 -1.0 50 B62 B82 -82.9 3.0 3.352 25.29 0.006 0.2 -1.0 51 B63 B83 -77.4 2.8 3.352 25.29 0.006 0.1 -1.0 52 B64 B84 -75.2 2.7 3.352 25.29 0.005 0.1 -1.0 53 B65 B85 -76.9 2.8 3.352 25.29 0.005 0.1 -1.0 E 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 73A 73B 74 75 76 77 78 78A 78B 79 80 81 82 83 84 85 brximuxix SYSTEM HYDRAULIC ANALYSIS Page 4 * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 PIPE DATA (cont.) PIPE TAG END NODE TAGS FLOW B66 B86 -82.7 B67 B87 -92.6 B68 B88 -106.5 B69 B89 267.0 B70 B90 261.4 B71 B91 260.0 B40 B80 102.1 B41 B81 92.3 B42 B82 82.9 B43 B83 77.4 B44 B84 75.2 B45 B85 76.9 B46 B86 82.7 B47 B87 92.6 B48 B88 106.5 B49 101 226.6 101 102 226.6 102 103 226.6 103 104 103.2 104 105 -20.2 105 106 -143.5 106 B89 -267.0 B50 107 231.0 107 108 231.0 108 109 231.0 109 110 107.8 110 111 -15.2 111 112 -138.3 112 B90 -261.4 B51 113 232.2 113 114 232.2 114 115 232.2 115 116 109.1 116 117 -13.9 117 118 -136.8 118 B91 -260.0 Maximum water veloc 3.0 3.4 3.9 9.7 9.5 9.5 3.7 3.4 3.0 2.8 2.7 2.8 3.0 3.4 3.9 8.2 8.2 8.2 3.8 0.7 5.2 9.7 8.4 8.4 8.4 3.9 0.6 5.0 9.5 8.4 8.4 8.4 4.0 0.5 5.0 9.5 ity VEL DIA LENGTH PF/FT PF P 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 is 17.0 25.29 25.29 25.29 25.29 25.29 25.29 251.00 251.00 251.00 251.00 251.00 251.00 251.00 251.00 251.00 159.00 8.00 7.00 10.00 10.00 10.00 47.00 159.00 8.00 7.00 10.00 10.00 10.00 47.00 159.00 8.00 7.00 10.00 10.00 10.00 47.00 ft/sec. 0.006 0.2 0.008 0.2 0.010 0.3 0.055 1.4 0.053 1.3 0.052 1.3 0.009 2.3 0.008 1.9 0.006 1.6 0.006 1.4 0.005 1.3 0.005 1.4 0.006 1.6 0.008 1.9 0.010 2.5 0.041 6.4 0.041 0.3 0.041 0.3 0.009 0.1 0.000 0.0 0.017 0.2 0.055 2.6 0.042 6.7 0.042 0.3 0.042 0.3 0.010 0.1 0.000 0.0 0.016 0.2 0.053 2.5 0.042 6.7 0.042 0.3 0.042 0.3 0.010 0.1 0.000 0.0 0.016 0.2 0.052 2.5 -1.0 -1.0 -1.0 -1.0 - 1.0 - 1.0 0.0 0.0 0.0 0.0 0.0 *0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building System 2 FILE NUMBER: s981-2 DATE: Aug 02, 1999 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Storage DENSITY: 75 psi minimum pressure AREA OF APPLICATION: 12 Heads COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1479.2 gpm TOTAL WATER REQUIRED (including hose): 1729.2 gpm FLOW AND PRESSURE BASE OF RISER Node(4):1479 gpm @ 111.9 psi SPRINKLER ORIFICE SIZE: 14.2k NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/02/1999 S981-2 JOB TITLE: Segale 981 Building System 2 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 135.0 128.0 1500.0 125.9 1729.2 112.7 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 1729.2 GPM 250.0 GPM 0.0 GPM 1479.2 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 SOURCE 112.7 1479.2 4 0.5 112.0 5 2.3 110.8 6 2.3 107.3 7 2.3 107.3 8 2.3 107.3 9 2.3 - - - - 107.3 A10 26.8 95.5 All 26.8 - - - - 92.1 A20 35.2 87.8 A21 35.2 87.3 A22 35.2 86.8 A23 35.2 - - - - 86.4 A24 35.2 86.1 A25 35.2 85.8 A26 35.2 85.5 A27 35.2 - - - - 85.3 A28 35.2 85.1 A29 35.2 84.9 A30 35.2 84.9 A31 35.2 - - - - 84.9 A40 37.5 86.6 A41 37.5 86.1 A42 37.5 85.7 A43 37.5 85.3 A44 37.5 85.0 A45 37.5 84.7 A46 37.5 84.4 A47 37.5 84.1 A48 37.5 83.9 A49 37.5 82.7 A50 37.5 82.8 A51 37.5 82.6 A60 35.2 85.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) A61 35.2 85.3 A62 35.2 85.2 A63 35.2 85.0 A64 35.2 84.8 A65 35.2 84.5 A66 35.2 84.0 A67 35.2 83.4 A68 35.2 82.7 A69 35.2 - - - - 81.6 A70 35.2 81.2 A71 35.2 81.1 A80 37.5 84.3 A81 37.5 84.3 A82 37.5 - - - - 84.2 A83 37.5 - - - - 84.0 A84 37.5 83.8 A85 37.5 83.5 A86 37.5 - - - - 83.0 A87 37.5 82.4 A88 37.5 81.6 A89 37.5 79.4 A90 37.5 79.0 A91 37.5 78.9 201 37.5 76.2 202 37.5 K=14.20 75.7 203 37.5 K=14.20 75.6 204 37.5 K=14.20 75.6 205 37.5 K=14.20 75.7 206 37.5 - - - - 76.2 207 37.5 76.6 208 37.5 K=14.20 75.1 209 37.5 K=14.20 75.0 210 37.5 K=14.20 75.0 211 37.5 K=14.20 75.1 212 37.5 75.6 213 37.5 75.9 214 37.5 K=14.20 75.4 215 37.5 K=14.20 75.3 216 37.5 K=14.20 75.3 217 37.5 K=14.20 75.4 218 37.5 75.8 123.6 123.5 123.5 123.5 123.1 123.0 123.0 123.1 123.3 123.2 123.2 123.3 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 PIPE DATA Page 3 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 1479.2 10.400 PL 30.00 PF 0.5 CITY 0.0 SRCE 112.7 (N/A) 5.6 140 FTG ETG PE -0.2 4 0.5 0.0 112.0 0.0 0.004 TL 139.00 PV 0.2 Pipe: 2 1479.2 8.249 PL 1.50 PF 0.3 4 0.5 0.0 112.0 0.0 8.9 120 FTG E PE -0.8 5 2.3 0.0 110.8 0.0 0.016 TL 21.50 PV 0.5 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 110.8 0.0 3.5 psi, 1479.2 gpm 6 2.3 0.0 107.3 0.0 Pipe: 4 1479.2 8.249 PL 1.50 PF 0.0 6 2.3 0.0 107.3 0.0 8.9 120 FTG ---- PE 0.0 7 2.3 0.0 107.3 0.0 0.016 TL 1.50 PV 0.5 Pipe: 5 0.0 8.249 PL 2.00 PF 0.0 7 2.3 0.0 107.3 0.0 0.0 120 FTG ---- PE 0.0 8 2.3 0.0 107.3 0.0 0.000 TL 2.00 PV 0.0 Pipe: 6 0.0 8.249 PL 2.00 PF 0.0 8 2.3 0.0 107.3 0.0 0.0 120 FTG ---- PE 0.0 9 2.3 0.0 107.3 0.0 0.000 TL 2.00 PV 0.0 Pipe: 7 1479.2 8.249 PL 26.21 PF 1.2 7 2.3 0.0 107.3 0.0 8.9 120 FTG TG PE -10.6 A10 26.8 0.0 95.5 0.0 0.016 TL 72.21 PV 0.5 Pipe: 8 1479.2 8.249 PL 169.88 PF 3.4 A10 26.8 0.0 95.5 0.0 8.9 120 FTG 2E PE 0.0 All 26.8 0.0 92.1 0.0 0.016 TL 209.88 PV 0.5 Pipe: 9 1479.2 8.249 PL 3.04 PF 0.7 All 26.8 0.0 92.1 0.0 8.9 120 FTG 2E PE -3.6 A20 35.2 0.0 87.8 0.0 0.016 TL 43.04 PV 0.5 Pipe: 10 1379.0 6.357 PL 10.00 PF 0.5 A20 35.2 0.0 87.8 0.0 13.9 120 FTG ---- PE 0.0 A21 35.2 0.0 87.3 0.0 0.051 TL 10.00 PV 1.3 Pipe: 11 1289.8 6.357 PL 10.00 PF 0.4 A21 35.2 0.0 87.3 0.0 13.0 120 FTG ---- PE 0.0 A22 35.2 0.0 86.8 0.0 0.045 TL 10.00 PV 1.1 Pipe: 12 1209.9 6.357 PL 10.00 PF 0.4 A22 35.2 0.0 86.8 0.0 12.2 120 FTG ---- PE 0.0 A23 35.2 0.0 86.4 0.0 0.040 TL 10.00 PV 1.0 Pipe: 13 1136.7 6.357 PL 9.00 PF 0.3 A23 35.2 0.0 86.4 0.0 11.5 120 FTG ---- PE 0.0 A24 35.2 0.0 86.1 0.0 0.035 TL 9.00 PV 0.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 PIPE DATA (cont.) Page 4 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 1066.4 6.357 PL 9.00 PF 0.3 A24 35.2 0.0 86.1 0.0 10.8 120 FTG ---- PE 0.0 A25 35.2 0.0 85.8 0.0 0.032 TL 9.00 PV 0.8 Pipe: 15 995.3 6.357 PL 10.00 PF 0.3 A25 35.2 0.0 85.8 0.0 10.1 120 FTG ---- PE 0.0 A26 35.2 0.0 85.5 0.0 0.028 TL 10.00 PV 0.7 Pipe: 16 919.0 6.357 PL 10.00 PF 0.2 A26 35.2 0.0 85.5 0.0 9.3 120 FTG ---- PE 0.0 A27 35.2 0.0 85.3 0.0 0.024 TL 10.00 PV 0.6 Pipe: 17 833.0 6.357 PL 10.00 PF 0.2 A27 35.2 0.0 85.3 0.0 8.4 120 FTG ---- PE 0.0 A28 35.2 0.0 85.1 0.0 0.020 TL 10.00 PV 0.5 Pipe: 18 733.2 6.357 PL 10.00 PF 0.2 A28 35.2 0.0 85.1 0.0 7.4 120 FTG ---- PE 0.0 A29 35.2 0.0 84.9 0.0 0.016 TL 10.00 PV 0.4 Pipe: 19 487.5 6.357 PL 8.00 PF 0.1 A29 35.2 0.0 84.9 0.0 4.9 120 FTG ---- PE 0.0 A30 35.2 0.0 84.9 0.0 0.007 TL 8.00 PV 0.2 Pipe: 20 249.4 6.357 PL 8.00 PF 0.0 A30 35.2 0.0 84.9 0.0 2.5 120 FTG ---- PE 0.0 A31 35.2 0.0 84.9 0.0 0.002 TL 8.00 PV 0.0 Pipe: 21 100.2 3.352 PL 2.29 PF 0.2 A20 35.2 0.0 87.8 0.0 3.6 120 FTG T PE -1.0 A40 37.5 0.0 86.6 0.0 0.009 TL 25.29 PV 0.1 Pipe: 22 89.1 3.352 PL 2.29 PF 0.2 A21 35.2 0.0 87.3 0.0 3.2 120 FTG T PE -1.0 A41 37.5 0.0 86.1 0.0 0.007 TL 25.29 PV 0.1 Pipe: 23 79.9 3.352 PL 2.29 PF 0.1 A22 35.2 0.0 86.8 0.0 2.9 120 FTG T PE -1.0 A42 37.5 0.0 85.7 0.0 0.006 TL 25.29 PV 0.1 Pipe: 24 73.2 3.352 PL 2.29 PF 0.1 A23 35.2 0.0 86.4 0.0 2.7 120 FTG T PE -1.0 A43 37.5 0.0 85.3 0.0 0.005 TL 25.29 PV 0.0 Pipe: 25 70.3 3.352 PL 2.29 PF 0.1 A24 35.2 0.0 86.1 0.0 2.6 120 FTG T PE -1.0 A44 37.5 0.0 85.0 0.0 0.005 TL 25.29 PV 0.0 Pipe: 26 71.1 3.352 PL 2.29 PF 0.1 A25 35.2 0.0 85.8 0.0 2.6 120 FTG T PE -1.0 A45 37.5 0.0 84.7 0.0 0.005 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 PIPE DATA (cont.) Page 5 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 76.4 3.352 PL 2.29 PF 0.1 A26 35.2 0.0 85.5 0.0 2.8 120 FTG T PE -1.0 A46 37.5 0.0 84.4 0.0 0.005 TL 25.29 PV 0.1 Pipe: 28 86.0 3.352 PL 2.29 PF 0.2 A27 35.2 0.0 85.3 0.0 3.1 120 FTG T PE -1.0 A47 37.5 0.0 84.1 0.0 0.007 TL 25.29 PV 0.1 Pipe: 29 99.8 3.352 PL 2.29 PF 0.2 A28 35.2 0.0 85.1 0.0 3.6 120 FTG T PE -1.0 A48 37.5 0.0 83.9 0.0 0.009 TL 25.29 PV 0.1 Pipe: 30 245.7 3.352 PL 2.29 PF 1.2 A29 35.2 0.0 84.9 0.0 8.9 120 FTG T PE -1.0 A49 37.5 0.0 82.7 0.0 0.047 TL 25.29 PV 0.5 Pipe: 31 238.1 3.352 PL 2.29 PF 1.1 A30 35.2 0.0 84.9 0.0 8.7 120 FTG T PE -1.0 A50 37.5 0.0 82.8 0.0 0.044 TL 25.29 PV 0.5 Pipe: 32 249.4 3.352 PL 2.29 PF 1.2 A31 35.2 0.0 84.9 0.0 9.1 120 FTG T PE -1.0 A51 37.5 0.0 82.6 0.0 0.048 TL 25.29 PV 0.6 Pipe: 33 100.2 4.352 PL 10.00 PF 0.0 A60 35.2 0.0 85.3 0.0 2.2 120 FTG ---- PE 0.0 A61 35.2 0.0 85.3 0.0 0.003 TL 10.00 PV 0.0 Pipe: 34 189.4 4.352 PL 10.00 PF 0.1 A61 35.2 0.0 85.3 0.0 4.1 120 FTG ---- PE 0.0 A62 35.2 0.0 85.2 0.0 0.008 TL 10.00 PV 0.1 Pipe: 35 269.2 4.352 PL 10.00 PF 0.2 A62 35.2 0.0 85.2 0.0 5.8 120 FTG ---- PE 0.0 A63 35.2 0.0 85.0 0.0 0.016 TL 10.00 PV 0.2 Pipe: 36 342.5 4.352 PL 9.00 PF 0.2 A63 35.2 0.0 85.0 0.0 7.4 120 FTG ---- PE 0.0 A64 35.2 0.0 84.8 0.0 0.024 TL 9.00 PV 0.4 Pipe: 37 412.8 4.352 PL 9.00 PF 0.3 A64 35.2 0.0 84.8 0.0 8.9 120 FTG ---- PE 0.0 A65 35.2 0.0 84.5 0.0 0.034 TL 9.00 PV 0.5 Pipe: 38 483.9 4.352 PL 10.00 PF 0.5 A65 35.2 0.0 84.5 0.0 10.4 120 FTG ---- PE 0.0 A66 35.2 0.0 84.0 0.0 0.046 TL 10.00 PV 0.7 Pipe: 39 560.2 4.352 PL 10.00 PF 0.6 A66 35.2 0.0 84.0 0.0 12.1 120 FTG ---- PE 0.0 A67 35.2 0.0 83.4 0.0 0.061 TL 10.00 PV 1.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 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: 40 646.2 4.352 PL 10.00 A67 35.2 0.0 83.4 0.0 13.9 120 FTG ---- A68 35.2 0.0 82.7 0.0 0.079 TL 10.00 Pipe: 41 746.0 4.352 PL 10.00 A68 35.2 0.0 82.7 0.0 16.1 120 FTG ---- A69 35.2 0.0 81.6 0.0 0.103 TL 10.00 Pipe: 42 497.6 4.352 PL 8.00 A69 35.2 0.0 81.6 0.0 10.7 120 FTG ---- A70 35.2 0.0 81.2 0.0 0.049 TL 8.00 Pipe: 43 243.6 4.352 PL 8.00 A70 35.2 0.0 81.2 0.0 5.3 120 FTG ---- A71 35.2 0.0 81.1 0.0 0.013 TL 8.00 Pipe: 44 0.0 3.352 PL 2.29 A60 35.2 0.0 85.3 0.0 0.0 120 FTG T A80 37.5 0.0 84.3 0.0 0.000 TL 25.29 Pipe: 45 0.0 3.352 PL 2.29 A61 35.2 0.0 85.3 0.0 0.0 120 FTG T A81 37.5 0.0 84.3 0.0 0.000 TL 25.29 Pipe: 46 0.0 3.352 PL 2.29 A62 35.2 0.0 85.2 0.0 0.0 120 FTG T A82 37.5 0.0 84.2 0.0 0.000 TL 25.29 Pipe: 47 0.0 3.352 PL 2.29 A63 35.2 0.0 85.0 0.0 0.0 120 FTG T A83 37.5 0.0 84.0 0.0 0.000 TL 25.29 Pipe: 48 0.0 3.352 PL 2.29 A64 35.2 0.0 84.8 0.0 0.0 120 FTG T A84 37.5 0.0 83.8 0.0 0.000 TL 25.29 Pipe: 49 0.0 3.352 PL 2.29 A65 35.2 0.0 84.5 0.0 0.0 120 FTG T A85 37.5 0.0 83.5 0.0 0.000 TL 25.29 Pipe: 50 0.0 3.352 PL 2.29 A66 35.2 0.0 84.0 0.0 0.0 120 FTG T A86 37.5 0.0 83.0 0.0 0.000 TL 25.29 Pipe: 51 0.0 3.352 PL 2.29 A67 35.2 0.0 83.4 0.0 0.0 120 FTG T A87 37.5 0.0 82.4 0.0 0.000 TL 25.29 Pipe: 52 0.0 3.352 PL 2.29 A68 35.2 0.0 82.7 0.0 0.0 120 FTG T A88 37.5 0.0 81.6 0.0 0.000 TL 25.29 Page 6 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.8 0.0 1.3 1.0 0.0 1.7 0.4 0.0 0.8 0.1 0.0 0.2 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 - 1.0 0.0 0.0 -1.0 0.0 0.0 - 1.0 0.0 0.0 -1.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 PIPE DATA (cont.) Page 7 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: 53 248.4 3.352 PL 2.29 PF 1.2 A69 35.2 0.0 81.6 0.0 9.0 120 FTG T PE -1.0 A89 37.5 0.0 79.4 0.0 0.048 TL 25.29 PV 0.5 Pipe: 54 254.0 3.352 PL 2.29 PF 1.3 A70 35.2 0.0 81.2 0.0 9.2 120 FTG T PE -1.0 A90 37.5 0.0 79.0 0.0 0.050 TL 25.29 PV 0.6 Pipe: 55 243.6 3.352 PL 2.29 PF 1.2 A71 35.2 0.0 81.1 0.0 8.9 120 FTG T PE -1.0 A91 37.5 0.0 78.9 0.0 0.046 TL 25.29 PV 0.5 Pipe: 56 100.2 3.352 PL 205.00 PF 2.2 A40 37.5 0.0 86.6 0.0 3.6 120 FTG 2T PE 1.0 A60 35.2 0.0 85.3 0.0 0.009 TL 251.00 PV 0.1 Pipe: 57 89.1 3.352 PL 205.00 PF 1.8 A41 37.5 0.0 86.1 0.0 3.2 120 FTG 2T PE 1.0 A61 35.2 0.0 85.3 0.0 0.007 TL 251.00 PV 0.1 Pipe: 58 79.9 3.352 PL 205.00 PF 1.5 A42 37.5 0.0 85.7 0.0 2.9 120 FTG 2T PE 1.0 A62 35.2 0.0 85.2 0.0 0.006 TL 251.00 PV 0.1 Pipe: 59 73.2 3.352 PL 205.00 PF 1.3 A43 37.5 0.0 85.3 0.0 2.7 120 FTG 2T PE 1.0 A63 35.2 0.0 85.0 0.0 0.005 TL 251.00 PV 0.0 Pipe: 60 70.3 3.352 PL 205.00 PF 1.2 A44 37.5 0.0 85.0 0.0 2.6 120 FTG 2T PE 1.0 A64 35.2 0.0 84.8 0.0 0.005 TL 251.00 PV 0.0 Pipe: 61 71.1 3.352 PL 205.00 PF 1.2 A45 37.5 0.0 84.7 0.0 2.6 120 FTG 2T PE 1.0 A65 35.2 0.0 84.5 0.0 0.005 TL 251.00 PV 0.0 Pipe: 62 76.4 3.352 PL 205.00 PF 1.4 A46 37.5 0.0 84.4 0.0 2.8 120 FTG 2T PE 1.0 A66 35.2 0.0 84.0 0.0 0.005 TL 251.00 PV 0.1 Pipe: 63 86.0 3.352 PL 205.00 PF 1.7 A47 37.5 0.0 84.1 0.0 3.1 120 FTG 2T PE 1.0 A67 35.2 0.0 83.4 0.0 0.007 TL 251.00 PV 0.1 Pipe: 64 99.8 3.352 PL 205.00 PF 2.2 A48 37.5 0.0 83.9 0.0 3.6 120 FTG 2T PE 1.0 A68 35.2 0.0 82.7 0.0 0.009 TL 251.00 PV 0.1 Pipe: 65 245.7 3.352 PL 116.00 PF 6.5 A49 37.5 0.0 82.7 0.0 8.9 120 FTG T PE 0.0 201 37.5 0.0 76.2 0.0 0.047 TL 139.00 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 PIPE DATA (cont.) Page 8 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: 66 245.7 3.352 PL 10.00 PF 0.5 201 37.5 0.0 76.2 0.0 8.9 120 FTG ---- PE 0.0 202 37.5 14.2 75.7 123.6 0.047 TL 10.00 PV 0.5 Pipe: 67 122.1 3.352 PL 10.00 PF 0.1 202 37.5 14.2 75.7 123.6 4.4 120 FTG ---- PE 0.0 203 37.5 14.2 75.6 123.5 0.013 TL 10.00 PV 0.1 Pipe: 68 -1.4 3.352 PL 8.00 PF 0.0 203 37.5 14.2 75.6 123.5 0.0 120 FTG ---- PE 0.0 204 37.5 14.2 75.6 123.5 0.000 TL 8.00 PV 0.0 Pipe: 69 -124.8 3.352 PL 7.00 PF 0.1 204 37.5 14.2 75.6 123.5 4.5 120 FTG ---- PE 0.0 205 37.5 14.2 75.7 123.5 0.013 TL 7.00 PV 0.1 Pipe: 70 -248.4 3.352 PL 10.00 PF 0.5 205 37.5 14.2 75.7 123.5 9.0 120 FTG ---- PE 0.0 206 37.5 0.0 76.2 0.0 0.048 TL 10.00 PV 0.5 Pipe: 71 -248.4 3.352 PL 44.00 PF 3.2 206 37.5 0.0 76.2 0.0 9.0 120 FTG T PE 0.0 A89 37.5 0.0 79.4 0.0 0.048 TL 67.00 PV 0.5 Pipe: 72 238.1 3.352 PL 116.00 PF 6.2 A50 37.5 0.0 82.8 0.0 8.7 120 FTG T PE 0.0 207 37.5 0.0 76.6 0.0 0.044 TL 139.00 PV 0.5 Pipe: 73 238.1 3.352 PL 10.00 PF 1.5 207 37.5 0.0 76.6 0.0 8.7 120 FTG T PE 0.0 208 37.5 14.2 75.1 123.1 0.044 TL 33.00 PV 0.5 Pipe: 74 115.0 3.352 PL 10.00 PF 0.1 208 37.5 14.2 75.1 123.1 4.2 120 FTG ---- PE 0.0 209 37.5 14.2 75.0 123.0 0.012 TL 10.00 PV 0.1 Pipe: 75 -7.9 3.352 PL 8.00 PF 0.0 209 37.5 14.2 75.0 123.0 0.3 120 FTG ---- PE 0.0 210 37.5 14.2 75.0 123.0 0.000 TL 8.00 PV 0.0 Pipe: 76 -130.9 3.352 PL 7.00 PF 0.1 210 37.5 14.2 75.0 123.0 4.8 120 FTG ---- PE 0.0 211 37.5 14.2 75.1 123.1 0.015 TL 7.00 PV 0.2 Pipe: 77 -254.0 3.352 PL 10.00 PF 0.5 211 37.5 14.2 75.1 123.1 9.2 120 FTG ---- PE 0.0 212 37.5 0.0 75.6 0.0 0.050 TL 10.00 PV 0.6 Pipe: 78 -254.0 3.352 PL 44.00 PF 3.4 212 37.5 0.0 75.6 0.0 9.2 120 FTG T PE 0.0 A90 37.5 0.0 79.0 0.0 0.050 TL 67.00 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. PT NODES (FT). (K) (PSI) Pipe: 79 A51 37.5 0.0 82.6 213 37.5 0.0 75.9 Pipe: 80 213 37.5 0.0 75.9 214 37.5 14.2 75.4 Pipe: 81 214 37.5 14.2 75.4 215 37.5 14.2 75.3 Pipe: 82 215 37.5 14.2 216 37.5 14.2 Q(GPM) DIA(IN) LENGTH DISC. VEL(FPS) HW(C) (FT) (GPM) F.L./FT 249.4 3.352 0.0 9.1 120 0.0 0.048 249.4 3.352 0.0 9.1 120 0.048 123.3 126.1 3.352 123.3 4.6 120 123.2 0.014 2.9 3.352 75.3 123.2 0.1 120 75.3 123.2 0.000 Pipe: 83 216 37.5 14.2 75.3 217 37.5 14.2 75.4 Pipe: 84 217 37.5 14.2 75.4 218 37.5 0.0 75.8 Pipe: 85 218 37.5 0.0 75.8 A91 37.5 0.0 78.9 -120.3 3.352 123.2 4.4 120 123.3 0.013 - 243.6 3.352 123.3 8.9 120 0.0 0.046 - 243.6 3.352 0.0 8.9 120 0.0 0.046 PL 116.00 FTG T TL 139.00 PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 PL 8.00 FTG ---- TL 8.00 PL FTG TL 7.00 7.00 PL 10.00 FTG ---- TL 10.00 PL 44.00 FTG T TL 67.00 Page 9 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 6.7 0.0 0.6 0.5 0.0 0.6 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.1 0.5 0.0 0.5 3.1 0.0 0.5 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J 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 0.003 gpm and a maximum imbalance at any node of 0.187 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 16.1 ft/sec at pipe 41. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 6.357 18.00 38.00 11.00 40.00 13.00 8.249 20.00 42.00 14.50 50.00 13.00 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyViv 31.00 71.00 23.00 78.00 27.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA Page 10 in Feet G A GatVly AlmChk D DPV1v 4.00 34.00 59.00 4.00 32.00 30.00 in Feet G GatVly 7.00 in Feet G A D GATE -V AL -VA DRY -VA 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 WATER SUPPLY CURVE Page 11 180+ 165+ 150+ 135*\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ * <-128.0 psi @ 1500 gpm0 Flow Test Point P120+ R I E I X S I S105+ U R I E 1 90+ ( P 1 S 1 175+ ) i 60+ 45+ 30+ LEGEND 1 X = Required Water Supply 112.73 psi @ 1729.2 gpm 15+ 1 0 = Available Water Supply 1 125.89 psi @ 1729.2 gpm " I" 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 WATER SUPPLY DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 * * * NOT FOR SUBMITTAL * SOURCE NODE TAG CITY STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) 135.0 128.0 1500.0 AGGREGATE FLOW ANALYSIS: * * AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) S981-2 REQ'D PRESS. (PSI) 125.9 1727.9 112.3 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) CITY 4 5 6 7 8 9 A10 All A20 A21 A22 A23 A24 A25 A26 A27 A28 A29 A30 A31 A40 A41 A42 A43 A44 A45 A46 A47 A48 A49 A50 A51 0.0 0.5 2.3 2.3 2.3 2.3 2.3 26.8 26.8 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 SOURCE 112.3 111.6 110.4 106.9 106.9 106.9 106.9 95.1 91.7 87.4 86.9 86.4 86.0 85.7 85.4 85.1 84.9 84.7 84.5 84.5 84.4 86.2 85.7 85.3 84.9 84.6 84.3 84.0 83.7 83.5 82.3 82.2 82.2 1727.9 GPM 250.0 GPM 0.0 GPM 1477.9 GPM DISCHARGE (GPM) 1477.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) A60 35.2 85.0 A61 35.2 85.0 A62 35.2 84.9 A63 35.2 84.7 A64 35.2 - - - - 84.5 A65 35.2 84.2 A66 35.2 83.8 A67 35.2 83.2 A68 35.2 - - - - 82.4 A69 35.2 81.5 A70 35.2 81.1 A71 35.2 81.0 A80 37.5 84.0 A81 37.5 83.9 A82 37.5 83.9 A83 37.5 83.7 A84 37.5 83.5 A85 37.5 83.2 A86 37.5 82.8 A87 37.5 82.2 A88 37.5 81.4 A89 37.5 79.3 A90 37.5 78.9 A91 37.5 78.9 201 37.5 K=14.20 75.5 123.4 202 37.5 K=14.20 75.4 123.3 203 37.5 K=14.20 75.4 123.3 204 37.5 K=14.20 75.4 123.3 205 37.5 75.8 206 37.5 76.2 207 37.5 K=14.20 75.5 123.4 208 37.5 K=14.20 75.0 123.0 209 37.5 K=14.20 75.0 123.0 210 37.5 K=14.20 75.1 123.1 211 37.5 75.4 212 37.5 - - - - 75.9 213 37.5 K=14.20 75.2 123.1 214 37.5 K=14.20 75.1 123.0 215 37.5 K=14.20 75.1 123.0 216 37.5 K=14.20 75.2 123.1 217 37.5 75.5 218 37.5 75.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 * * * NOT FOR SUBMITTAL * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 PIPE DATA PIPE TAG END NODE TAGS 1 CITY 4 2 4 5 3 5 6 FLOW VEL DIA LENGTH PF/FT PF PE 1477.9 5.6 10.400 139.00 0.004 0.5 -0.2 1477.9 8.9 8.249 21.50 0.016 0.3 -0.8 Fixed pressure loss device: 3.5 psi, 1477.9 gpm 8.249 1.50 0.016 0.0 0.0 8.249 2.00 0.000 0.0 0.0 2.00 0.000 0.0 0.0 4 6 7 1477.9 8.9 5 7 8 0.0 0.0 6 8 9 0.0 0.0 8.249 7 7 A10 1477.9 8.9 8.249 8 A10 All 1477.9 8.9 8.249 9 All A20 1477.9 8.9 8.249 10 A20 A21 1379.0 13.9 6.357 11 A21 A22 1291.2 13.1 6.357 12 A22 A23 1213.0 12.3 6.357 13 A23 A24 1141.8 11.5 6.357 14 A24 A25 1073.8 10.9 6.357 15 A25 A26 1005.5 10.2 6.357 16 A26 A27 932.5 9.4 6.357 17 A27 A28 850.4 8.6 6.357 18 A28 A29 755.3 7.6 6.357 19 A29 A30 504.5 5.1 6.357 20 A30 A31 254.2 2.6 6.357 21 A20 A40 98.9 3.6 3.352 22 A21 A41 87.7 3.2 3.352 23 A22 A42 78.2 2.8 3.352 24 A23 A43 71.2 2.6 3.352 25 A24 A44 68.0 2.5 3.352 26 A25 A45 68.3 2.5 3.352 27 A26 A46 73.0 2.7 3.352 28 A27 A47 82.0 3.0 3.352 29 A28 A48 95.2 3.5 3.352 30 A29 A49 250.8 9.1 3.352 31 A30 A50 250.3 9.1 3.352 32 A31 A51 254.2 9.2 3.352 33 A60 A61 98.9 2.1 4.352 34 A61 A62 186.7 4.0 4.352 35 A62 A63 264.9 5.7 4.352 36 A63 A64 336.1 7.2 4.352 37 A64 A65 404.1 8.7 4.352 38 A65 A66 472.4 10.2 4.352 39 A66 A67 545.4 11.8 4.352 40 A67 A68 627.5 13.5 4.352 41 A68 A69 722.6 15.6 4.352 42 A69 A70 480.2 10.4 4.352 43 A70 A71 238.1 5.1 4.352 44 A60 A80 0.0 0.0 3.352 45 A61 A81 0.0 0.0 3.352 46 A62 A82 0.0 0.0 3.352 47 A63 A83 0.0 0.0 3.352 48 A64 A84 0.0 0.0 3.352 49 A65 A85 0.0 0.0 3.352 50 A66 A86 0.0 0.0 3.352 51 A67 A87 0.0 0.0 3.352 52 A68 A88 -0.1 0.0 3.352 72.21 209.88 43.04 10.00 10.00 10.00 9.00 9.00 10.00 10.00 10.00 10.00 8.00 8.00 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 10.00 10.00 10.00 9.00 9.00 10.00 10.00 10.00 10.00 8.00 8.00 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 25.29 0.016 0.016 0.016 0.051 0.045 0.040 0.036 0.032 0.028 0.025 0.021 0.017 0.008 0.002 0.009 0.007 0.006 0.005 0.004 0.004 0.005 0.006 0.008 0.049 0.049 0.050 0.002 0.008 0.015 0.024 0.033 0.044 0.058 0.075 0.097 0.046 0.012 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.2 3.4 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.0 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 1.2 1.2 1.3 0.0 0.1 0.2 0.2 0.3 0.4 0.6 0.7 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -10.6 0.0 -3.6 0.0 0.0 "0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - 1.0 -1.0 -1.0 -1.0 -1.0 - 1.0 - 1.0 - 1.0 -1.0 - 1.0 -1.0 -1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.0 - 1.0 -1.0 - 1.0 - 1.0 - 1.0 -1.0 -1.0 - 1.0 E 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 PIPE DATA (cont.) PIPE TAG END NODE TAGS A69 A70 A71 A40 A41 A42 A43 A44 A45 A46 A47 A48 A49 201 202 203 204 205 206 A50 207 208 209 210 211 212 A51 213 214 215 216 217 218 A89 A90 A91 A60 A61 A62 A63 A64 A65 A66 A67 A68 201 202 203 204 205 206 A89 207 208 209 210 211 212 A90 213 214 215 216 217 218 A91 Maximum water 242.5 242.1 238.1 98.9 87.7 78.2 71.2 68.0 68.3 73.0 82.0 95.2 250.8 127.4 4.1 - 119.1 - 242.5 - 242.5 -242.5 250.3 126.9 3.9 -119.0 - 242.1 - 242.1 - 242.1 254.2 131.1 8.0 - 115.0 -238.1 - 238.1 -238.1 FLOW VEL DIA 8.8 8.8 8.7 3.6 3.2 2.8 2.6 2.5 2.5 2.7 3.0 3.5 9.1 4.6 0.2 4.3 8.8 8.8 8.8 9.1 4.6 0.1 4.3 8.8 8.8 8.8 9.2 4.8 0.3 4.2 8.7 8.7 8.7 velocity 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 3.352 is 15.6 LENGTH PF/FT PF P 25.29 25.29 25.29 251.00 251.00 251.00 251.00 251.00 251.00 251.00 251.00 251.00 139.00 10.00 10.00 8.00 7.00 10.00 67.00 139.00 33.00 10.00 8.00 7.00 10.00 67.00 139.00 10.00 10.00 8.00 7.00 10.00 67.00 ft/sec. 0.046 1.2 0.046 1.2 0.044 1.1 0.009 2.2 0.007 1.8 0.006 1.4 0.005 1.2 0.004 1.1 0.004 1.1 0.005 1.3 0.006 1.6 0.008 2.0 0.049 6.8 0.014 0.1 0.000 0.0 0.012 0.1 0.046 0.3 0.046 0.5 0.046 3.1 0.049 6.8 0.014 0.5 0.000 0.0 0.012 0.1 0.046 0.3 0.046 0.5 0.046 3.1 0.050 7.0 0.015 0.1 0.000 0.0 0.012 0.1 0.044 0.3 0.044 0.4 0.044 3.0 - 1.0 - 1.0 - 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 "1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 S981-2 JOB TITLE: Segale 981 Building System 2 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 135.0 128.0 1500.0 125.9 1729.1 112.7 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 1729.1 GPM 250.0 GPM 0.0 GPM 1479.1 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 SOURCE 112.7 1479.1 4 0.5 111.9 5 2.3 110.8 6 2.3 107.3 7 2.3 107.3 8 2.3 107.3 9 2.3 107.3 A10 26.8 95.5 All 26.8 92.1 A20 35.2 87.7 A21 35.2 87.2 A22 35.2 86.8 A23 35.2 86.4 A24 35.2 86.1 A25 35.2 85.8 A26 35.2 85.5 A27 35.2 85.3 A28 35.2 85.1 A29 35.2 84.9 A30 35.2 84.9 A31 35.2 84.9 A40 37.5 86.5 A41 37.5 86.0 A42 37.5 85.6 A43 37.5 85.2 A44 37.5 84.9 A45 37.5 84.7 A46 37.5 84.4 A47 37.5 84.1 A48 37.5 83.8 A49 37.5 82.8 A50 37.5 82.8 A51 37.5 82.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) A60 35.2 85.2 A61 35.2 85.2 A62 35.2 85.1 A63 35.2 84.9 A64 35.2 84.7 A65 35.2 84.4 A66 35.2 - - - - 83.9 A67 35.2 83.3 A68 35.2 82.5 A69 35.2 - - - - 81.4 A70 35.2 - - - - 81.0 A71 35.2 80.9 A80 37.5 84.2 A81 37.5 84.2 A82 37.5 84.1 A83 37.5 83.9 A84 37.5 83.7 A85 37.5 83.4 A86 37.5 82.9 A87 37.5 82.3 A88 37.5 81.5 A89 37.5 79.1 A90 37.5 78.7 A91 37.5 78.6 201 37.5 76.6 202 37.5 76.1 203 37.5 K=14.20 75.7 123.5 204 37.5 K=14.20 75.6 123.5 205 37.5 K=14.20 75.6 123.5 206 37.5 K=14.20 75.7 123.6 207 37.5 76.9 208 37.5 75.5 209 37.5 K=14.20 75.1 123.0 210 37.5 K=14.20 75.0 123.0 211 37.5 K=14.20 75.0 123.0 212 37.5 K=14.20 75.2 123.1 213 37.5 76.3 214 37.5 - - - - 75.8 215 37.5 K=14.20 75.4 123.3 216 37.5 K=14.20 75.3 123.2 217 37.5 K=14.20 75.3 123.2 218 37.5 K=14.20 75.4 123.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 PIPE DATA PIPE TAG END NODE TAGS FLOW VEL DIA LENGTH PF/FT PF PE 1 CITY 4 1479.1 5.6 10.400 139.00 0.004 0.5 -0.2 2 4 5 1479.1 8.9 8.249 21.50 0.016 0.3 -0.8 3 5 6 Fixed pressure loss device: 3.5 psi, 1479.1 gpm 4 6 7 1479.1 8.9 8.249 1.50 0.016 0.0 0.0 5 7 8 0.0 0.0 8.249 2.00 0.000 0.0 0.0 6 8 9 0.0 0.0 8.249 2.00 0.000 0.0 0.0 7 7 A10 1479.1 8.9 8.249 72.21 0.016 1.2 -10.6 8 A10 All 1479.1 8.9 8.249 209.88 0.016 3.4 0.0 9 All A20 1479.1 8.9 8.249 43.04 0.016 0.7 -3.6 10 A20 A21 1377.9 13.9 6.357 10.00 0.051 0.5 0.0 11 A21 A22 1287.6 13.0 6.357 10.00 0.045 0.4 0.0 12 A22 A23 1206.4 12.2 6.357 10.00 0.040 0.4 "0.0 13 A23 A24 1131.6 11.4 6.357 9.00 0.035 0.3 0.0 14 A24 A25 1059.4 10.7 6.357 9.00 0.031 0.3 0.0 15 A25 A26 986.1 10.0 6.357 10.00 0.027 0.3 0.0 16 A26 A27 907.1 9.2 6.357 10.00 0.023 0.2 0.0 17 A27 A28 818.0 8.3 6.357 10.00 0.019 0.2 0.0 18 A28 A29 714.6 7.2 6.357 10.00 0.015 0.2 0.0 19 A29 A30 475.4 4.8 6.357 8.00 0.007 0.1 0.0 20 A30 A31 243.2 2.5 6.357 8.00 0.002 0.0 0.0 21 A20 A40 101.2 3.7 3.352 25.29 0.009 0.2 -1.0 22 A21 A41 90.3 3.3 3.352 25.29 0.007 0.2 -1.0 23 A22 A42 81.2 3.0 3.352 25.29 0.006 0.2 -1.0 24 A23 A43 74.8 2.7 3.352 25.29 0.005 0.1 -1.0 25 A24 A44 72.2 2.6 3.352 25.29 0.005 0.1 -1.0 26 A25 A45 73.3 2.7 3.352 25.29 0.005 0.1 -1.0 27 A26 A46 79.0 2.9 3.352 25.29 0.006 0.1 -1.0 28 A27 A47 89.1 3.2 3.352 25.29 0.007 0.2 -1.0 29 A28 A48 103.4 3.8 3.352 25.29 0.009 0.2 -1.0 30 A29 A49 239.2 8.7 3.352 25.29 0.045 1.1 -1.0 31 A30 A50 232.3 8.4 3.352 25.29 0.042 1.1 -1.0 32 A31 A51 243.2 8.8 3.352 25.29 0.046 1.2 -1.0 33 A60 A61 101.2 2.2 4.352 10.00 0.003 0.0 0.0 34 A61 A62 191.5 4.1 4.352 10.00 0.008 0.1 0.0 35 A62 A63 272.6 5.9 4.352 10.00 0.016 0.2 0.0 36 A63 A64 347.4 7.5 4.352 9.00 0.025 0.2 0.0 37 A64 A65 419.6 9.1 4.352 9.00 0.036 0.3 0.0 38 A65 A66 493.0 10.6 4.352 10.00 0.048 0.5 0.0 39 A66 A67 572.0 12.3 4.352 10.00 0.063 0.6 0.0 40 A67 A68 661.1 14.3 4.352 10.00 0.082 0.8 0.0 41 A68 A69 764.5 16.5 4.352 10.00 0.108 1.1 0.0 42 A69 A70 509.6 11.0 4.352 8.00 0.051 0.4 0.0 43 A70 A71 249.8 5.4 4.352 8.00 0.014 0.1 0.0 44 A60 A80 0.0 0.0 3.352 25.29 0.000 0.0 -1.0 45 A61 A81 0.0 0.0 3.352 25.29 0.000 0.0 -1.0 46 A62 A82 0.0 0.0 3.352 25.29 0.000 0.0 -1.0 47 A63 A83 0.0 0.0 3.352 25.29 0.000 0.0 -1.0 48 A64 A84 0.0 0.0 3.352 25.29 0.000 0.0 -1.0 49 A65 A85 0.0 0.0 3.352 25.29 0.000 0.0 -1.0 50 A66 A86 0.0 0.0 3.352 25.29 0.000 0.0 -1.0 51 A67 A87 0.0 0.0 3.352 25.29 0.000 0.0 -1.0 52 A68 A88 0.0 0.0 3.352 25.29 0.000 0.0 -1.0 E 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 SYKINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 * * * NOT FOR SUBMITTAL * * * Date: 08/02/1999 JOB TITLE: Segale 981 Building System 2 PIPE DATA (cont.) PIPE TAG END NODE A69 A70 A71 A40 A41 A42 A43 A44 A45 A46 A47 A48 A49 201 202 203 204 205 206 A50 207 208 209 210 211 212 A51 213 214 215 216 217 218 TAGS FLOW VEL DIA LENGTH PF/FT PF P A89 A90 A91 A60 A61 A62 A63 A64 A65 A66 A67 A68 201 202 203 204 205 206 A89 207 208 209 210 211 212 A90 213 214 215 216 217 218 A91 Maximum 254.9 9.3 3.352 259.8 9.4 3.352 249.8 9.1 3.352 101.2 3.7 3.352 90.3 3.3 3.352 81.2 3.0 3.352 74.8 2.7 3.352 72.2 2.6 3.352 73.3 2.7 3.352 79.0 2.9 3.352 89.1 3.2 3.352 103.4 3.8 3.352 239.2 8.7 3.352 239.2 8.7 3.352 239.2 8.7 3.352 115.6 4.2 3.352 -7.8 0.3 3.352 -131.3 4.8 3.352 -254.9 9.3 3.352 232.3 8.4 3.352 232.3 8.4 3.352 232.3 8.4 3.352 109.2 4.0 3.352 -13.7 0.5 3.352 - 136.7 5.0 3.352 - 259.8 9.4 3.352 243.2 8.8 3.352 243.2 8.8 3.352 243.2 8.8 3.352 119.9 4.4 3.352 -3.3 0.1 3.352 -126.5 4.6 3.352 -249.8 9.1 3.352 water velocity is 16.5 25.29 25.29 25.29 251.00 251.00 251.00 251.00 251.00 251.00 251.00 251.00 251.00 139.00 10.00 10.00 8.00 7.00 10.00 67.00 139.00 33.00 10.00 8.00 7.00 10.00 67.00 139.00 10.00 10.00 8.00 7.00 10.00 67.00 ft/sec. 0.050 0.052 0.049 0.009 0.007 0.006 0.005 0.005 0.005 0.006 0.007 0.009 0.045 0.045 0.045 0.012 0.000 0.015 0.050 0.042 0.042 0.042 0.011 0.000 0.016 0.052 0.046 0.046 0.046 0.012 0.000 0.014 0.049 1.3 1.3 1.2 2.3 1.9 1.5 1.3 1.2 1.3 1.4 1.8 2.4 6.2 0.4 0.4 0.1 0.0 0.1 3.4 5.9 1.4 0.4 0.1 0.0 0.2 3.5 6.4 0.5 0.5 0.1 0.0 0.1 3.2 -1.0 -1.0 -1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 N 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building System 3 FILE NUMBER: s981-3 DATE: Aug 02, 1999 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Storage DENSITY: 75 psi minimum pressure AREA OF APPLICATION: 12 Heads COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1481.8 gpm TOTAL WATER REQUIRED (including hose): 1731.8 gpm FLOW AND PRESSURE BASE OF RISER Node(4):1482 gpm @ 113.6 psi SPRINKLER ORIFICE SIZE: 14.2k NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA orn11��LG11 O101C.L'L 11I UZUtULl1. lilyHL Z Ola Date: 08/02/1999 JOB TITLE: Segale 981 Building System 3 WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC RESID. FLOW AVAIL. TOTAL PRESS. PRESS. @ PRESS. @ DEMAND (PSI) (PSI) (GPM) (PSI) (GPM) 135.0 128.0 1500.0 125.9 1731.8 114.4 rage 1 S981-3 REQ'D PRESS. (PSI) 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 NODE TAG ELEVATION NODE TYPE (FT) CITY 4 5 6 7 8 9 C10 Cli C12 C13 C14 C15 C23 C24 C25 301 302 303 304 305 306 307 308 309 310 311 312 0.0 0.5 2.3 2.3 2.3 2.3 2.3 20.1 35.2 35.2 35.2 35.2 35.2 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 SOURCE K=14.20 K=14.20 K=14.20 K=14.20 K=14.20 K=14.20 K=14.20 K=14.20 K=14.20 K=14.20 K=14.20 K=14.20 PRESSURE (PSI) 114.4 113.6 112.5 109.0 109.0 109.0 108.9 100.0 91.2 89.0 87.3 87.2 87.2 84.7 84.7 84.6 76.7 75.7 75.2 75.1 76.6 75.6 75.1 75.0 76.6 75.6 75.1 75.0 1731.8 GPM 250.0 GPM 0.0 GPM 1481.8 GPM DISCHARGE (GPM) 1481.8 124.4 123.5 123.2 123.0 124.3 123.5 123.1 123.0 124.3 123.5 123.1 123.0 orninnbnn ololzm n unftuul01 rage Date: 08/02/1999 JOB TITLE: Segale 981 Building System 3 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 1481.8 10.400 PL 30.00 PF 0.6 CITY 0.0 SRCE 114.4 (N/A) 5.6 140 FTG ETG PE -0.2 4 0.5 0.0 113.6 0.0 0.004 TL 139.00 PV 0.2 Pipe: 2 1481.8 8.249 PL 1.50 PF 0.3 4 0.5 0.0 113.6 0.0 8.9 120 FTG E PE -0.8 5 2.3 0.0 112.5 0.0 0.016 TL 21.50 PV 0.5 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 112.5 0.0 3.5 psi, 1481.8 gpm 6 2.3 0.0 109.0 0.0 Pipe: 4 1481.8 8.249 PL 1.50 PF 0.0 6 2.3 0.0 109.0 0.0 8.9 120 FTG ---- PE 0.0 7 2.3 0.0 109.0 0.0 0.016 TL 1.50 PV 0.5 Pipe: 5 1481.8 8.249 PL 2.00 PF 0.0 7 2.3 0.0 109.0 0.0 8.9 120 FTG ---- PE 0.0 8 2.3 0.0 109.0 0.0 0.016 TL 2.00 PV 0.5 Pipe: 6 1481.8 8.249 PL 2.00 PF 0.0 8 2.3 0.0 109.0 0.0 8.9 120 FTG ---- PE 0.0 9 2.3 0.0 108.9 0.0 0.016 TL 2.00 PV 0.5 Pipe: 7 1481.8 8.249 PL 26.21 PF 1.2 9 2.3 0.0 108.9 0.0 8.9 120 FTG TG PE -7.7 C10 20.1 0.0 100.0 0.0 0.016 TL 72.21 PV 0.5 Pipe: 8 1481.8 8.249 PL 98.04 PF 2.2 C10 20.1 0.0 100.0 0.0 8.9 120 FTG 2E PE -6.5 Cli 35.2 0.0 91.2 0.0 0.016 TL 138.04 PV 0.5 Pipe: 9 1481.8 8.249 PL 99.33 PF 2.3 C11 35.2 0.0 91.2 0.0 8.9 120 FTG 2E PE 0.0 C12 35.2 0.0 89.0 0.0 0.016 TL 139.33 PV 0.5 Pipe: 10 1481.8 8.249 PL 105.50 PF 1.7 C12 35.2 0.0 89.0 0.0 8.9 120 FTG ---- PE 0.0 C13 35.2 0.0 87.3 0.0 0.016 TL 105.50 PV 0.5 Pipe: 11 987.7 8.249 PL 10.00 PF 0.1 C13 35.2 0.0 87.3 0.0 5.9 120 FTG ---- PE 0.0 C14 35.2 0.0 87.2 0.0 0.008 TL 10.00 PV 0.2 Pipe: 12 493.8 8.249 PL 10.00 PF 0.0 C14 35.2 0.0 87.2 0.0 3.0 120 FTG ---- PE 0.0 C15 35.2 0.0 87.2 0.0 0.002 TL 10.00 PV 0.1 Pipe: 13 494.1 4.352 PL 2.29 PF 1.5 C13 35.2 0.0 87.3 0.0 10.7 120 FTG T PE -1.0 C23 37.5 0.0 84.7 0.0 0.048 TL 31.29 PV 0.8 ornlanLimin axa'1ti1"! MALKAULAL ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 3 PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. NODES (FT) (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT Pipe: 14 493.9 4.352 C14 35.2 0.0 87.2 0.0 10.7 120 C24 37.5 0.0 84.7 0.0 0.048 C15 C25 Pipe: 15 493.8 4.352 35.2 0.0 87.2 0.0 10.7 120 37.5 0.0 84.6 0.0 0.048 Pipe: 16 494.1 3.352 C23 37.5 0.0 84.7 0.0 18.0 120 301 37.5 14.2 76.7 124.4 0.171 Pipe: 17 369.7 3.352 301 37.5 14.2 76.7 124.4 13.4 120 302 37.5 14.2 75.7 123.5 0.100 Pipe: 18 246.2 3.352 302 37.5 14.2 75.7 123.5 9.0 120 303 37.5 14.2 75.2 123.2 0.047 Pipe: 19 123.0 3.352 303 37.5 14.2 75.2 123.2 4.5 120 304 37.5 14.2 75.1 123.0 0.013 Pipe: 20 493.9 3.352 C24 37.5 0.0 84.7 0.0 18.0 120 305 37.5 14.2 76.6 124.3 0.171 Pipe: 21 369.6 3.352 305 37.5 14.2 76.6 124.3 13.4 120 306 37.5 14.2 75.6 123.5 0.100 306 307 Pipe: 22 246.1 3.352 37.5 14.2 75.6 123.5 8.9 120 37.5 14.2 75.1 123.1 0.047 Pipe: 23 307 37.5 14.2 308 37.5 14.2 123.0 3.352 75.1 123.1 4.5 120 75.0 123.0 0.013 Pipe: 24 493.8 3.352 C25 37.5 0.0 84.6 0.0 18.0 120 309 37.5 14.2 76.6 124.3 0.171 Pipe: 25 369.5 3.352 309 37.5 14.2 76.6 124.3 13.4 120 310 37.5 14.2 75.6 123.5 0.100 Pipe: 26 246.1 3.352 310 37.5 14.2 75.6 123.5 8.9 120 311 37.5 14.2 75.1 123.1 0.047 PL 2.29 FTG T TL 31.29 PL 2.29 FTG T TL 31.29 PL 24.00 FTG T TL 47.00 PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 PL 24.00 FTG T TL 47.00 PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 PL 24.00 FTG T TL 47.00 PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 Page 3 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.5 -1.0 0.8 1.5 -1.0 0.8 8.1 0.0 2.2 1.0 0.0 1.2 0.5 0.0 0.5 0.1 0.0 0.1 8.0 0.0 2.2 PF 1.0 PE 0.0 PV 1.2 PF 0.5 PE 0.0 PV 0.5 PF 0.1 PE 0.0 PV 0.1 PF 8.0 PE 0.0 PV 2.2 PF 1.0 PE 0.0 PV 1.2 PF 0.5 PE 0.0 PV 0.5 ormIrmut!.tt rbIbIt'.M MUM/WI-al. ANALYbla rage 4 Date: 08/02/1999 JOB TITLE: Segale 981 Building System 3 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) NODES (FT) (K) (PSI) (GPM) F.L./FT LENGTH (FT) Pipe: 27 123.0 3.352 PL 10.00 311 37.5 14.2 75.1 123.1 4.5 120 FTG ---- 312 37.5 14.2 75.0 123.0 0.013 TL 10.00 PRESS. SUM. (PSI) PF 0.1 PE 0.0 PV 0.1 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J 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 0.004 gpm and a maximum imbalance at any node of 0.112 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 18.0 ft/sec at pipe 16. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk 8.249 20.00 42.00 14.50 50.00 13.00 4.00 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G GatVly 31.00 71.00 23.00 78.00 27.00 7.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA in Feet G GATE -V 32.00 D DPV1v 30.00 A D AL -VA DRY -VA 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 ormumbrat aYb'rLM tiYUKAULIC: ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 3 WATER SUPPLY CURVE 180+ 165+ 150+ 135*\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ P120+ R I E I S I S105+ U I R I E I 90+ ( I P I S I 175+ ) 60+ 45+ 30+ LEGEND 1 I X = Required Water Supply I 114.41 psi @ 1731.8 gpm 15+ I 0 = Available Water Supply " 125.87 psi @ 1731.8 gpm 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Page 5 * <-128.0 psi @ 1500 gpm0 Flow Test Point X et. PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building System 4 FILE NUMBER: s981-4 DATE: Aug 02, 1999 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Storage DENSITY: 75 psi minimum pressure AREA OF APPLICATION: 12 Heads COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1477.9 gpm TOTAL WATER REQUIRED (including hose): 1728.0 gpm FLOW AND PRESSURE BASE OF RISER Node(4):1478 gpm @ 115.2 psi SPRINKLER ORIFICE SIZE: 14.2k NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/02/1999 S981-4, JOB TITLE: Segale 981 Building System 4 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 135.0 128.0 1500.0 125.9 1728.0 115.9 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 1728.0 GPM 250.0 GPM 0.0 GPM 1478.0 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 4 0.5 5 2.3 6 2.3 7 2.3 8 2.3 9 2.3 10 2.3 E10 29.0 Ell 29.8 E12 35.2 E13 35.2 E20 35.2 E21 35.2 E22 35.2 E23 35.2 E24 35.2 E25 35.2 E26 35.2 E27 35.2 E28 35.2 E29 35.2 E30 35.2 E31 35.2 E32 35.2 E33 35.2 E34 35.2 E35 35.2 E40 37.5 E41 37.5 E42 37.5 E43 37.5 E44 37.5 E45 37.5 SOURCE 115.9 115.2 114.0 110.5 110.5 110.5 110.5 110.5 97.8 95.8 90.1 89.6 88.4 87.8 87.5 87.1 86.7 86.4 86.0 85.7 85.4 85.1 84.9 84.7 84.5 84.3 84.2 84.2 87.2 86.7 86.4 86.0 85.7 85.3 1478.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 4 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) E46 37.5 85.0 E47 37.5 84.7 E48 37.5 84.3 E49 37.5 84.1 E50 37.5 - - - - 83.8 E51 37.5 83.5 E52 37.5 - - - - 83.3 E53 37.5 - - - - 82.2 E54 37.5 82.1 E55 37.5 82.0 E60 35.2 86.4 E61 35.2 86.4 E62 35.2 86.3 E63 35.2 86.2 E64 35.2 86.1 E65 35.2 85.9 E66 35.2 85.6 E67 35.2 85.3 E68 35.2 84.9 E69 35.2 84.4 E70 35.2 83.8 E71 35.2 83.2 E72 35.2 82.3 E73 35.2 81.3 E74 35.2 80.8 E75 35.2 80.7 E80 37.5 85.5 E81 37.5 85.5 E82 37.5 - - - - 85.4 E83 37.5 85.3 E84 37.5 85.1 E85 37.5 84.9 E86 37.5 84.6 E87 37.5 84.3 E88 37.5 83.9 E89 37.5 83.5 E90 37.5 82.9 E91 37.5 82.3 E92 37.5 81.5 E93 37.5 79.0 E94 37.5 78.6 E95 37.5 78.5 401 37.5 K=14.20 75.5 123.4 402 37.5 K=14.20 75.4 123.3 403 37.5 K=14.20 75.4 123.3 404 37.5 K=14.20 75.5 123.4 405 37.5 K=14.20 75.2 123.1 406 37.5 K=14.20 75.1 123.0 407 37.5 K=14.20 75.1 123.0 408 37.5 K=14.20 75.2 123.2 409 37.5 K=14.20 75.1 123.1 410 37.5 K=14.20 75.0 123.0 411 37.5 K=14.20 75.0 123.0 412 37.5 K=14.20 75.1 123.1 Page 2 SPH1NKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 4 PIPE DATA Page 3 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 1478.0 10.400 PL 30.00 PF 0.5 CITY 0.0 SRCE 115.9 (N/A) 5.6 140 FTG ETG PE -0.2 4 0.5 0.0 115.2 0.0 0.004 TL 139.00 PV 0.2 Pipe: 2 1477.9 8.249 PL 1.50 PF 0.3 4 0.5 0.0 115.2 0.0 8.9 120 FTG E PE -0.8 5 2.3 0.0 114.0 0.0 0.016 TL 21.50 PV 0.5 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 114.0 0.0 3.5 psi, 1477.9 gpm 6 2.3 0.0 110.5 0.0 Pipe: 4 1478.0 8.249 PL 1.50 PF 0.0 6 2.3 0.0 110.5 0.0 8.9 120 FTG ---- PE 0.0 7 2.3 0.0 110.5 0.0 0.016 TL 1.50 PV 0.5 Pipe: 5 1477.9 8.249 PL 2.00 PF 0.0 7 2.3 0.0 110.5 0.0 8.9 120 FTG ---- PE 0.0 8 2.3 0.0 110.5 0.0 0.016 TL 2.00 PV 0.5 Pipe: 6 0.0 8.249 PL 2.00 PF 0.0 8 2.3 0.0 110.5 0.0 0.0 120 FTG ---- PE 0.0 9 2.3 0.0 110.5 0.0 0.000 TL 2.00 PV 0.0 Pipe: 7 0.0 8.249 PL 2.00 PF 0.0 9 2.3 0.0 110.5 0.0 0.0 120 FTG ---- PE 0.0 10 2.3 0.0 110.5 0.0 0.000 TL 2.00 PV 0.0 Pipe: 8 1477.9 8.249 PL 25.12 PF 1.2 8 2.3 0.0 110.5 0.0 8.9 120 FTG TG PE -11.6 El0 29.0 0.0 97.8 0.0 0.016 TL 71.12 PV 0.5 Pipe: 9 1477.9 8.249 PL 22.29 PF 1.7 E10 29.0 0.0 97.8 0.0 8.9 120 FTG 4E PE -0.3 Ell 29.8 0.0 95.8 0.0 0.016 TL 102.29 PV 0.5 Pipe: 10 1477.9 8.249 PL 184.71 PF 3.3 Eli 29.8 0.0 95.8 0.0 8.9 120 FTG E PE -2.3 E12 35.2 0.0 90.1 0.0 0.016 TL 204.71 PV 0.5 Pipe: 11 1477.9 8.249 PL 8.71 PF 0.5 E12 35.2 0.0 90.1 0.0 8.9 120 FTG E PE 0.0 E13 35.2 0.0 89.6 0.0 0.016 TL 28.71 PV 0.5 Pipe: 12 1477.9 6.357 PL 4.33 PF 1.3 E13 35.2 0.0 89.6 0.0 14.9 120 FTG E PE 0.0 E20 35.2 0.0 88.4 0.0 0.058 TL 22.33 PV 1.5 Pipe: 13 1393.0 6.357 PL 10.00 PF 0.5 E20 35.2 0.0 88.4 0.0 14.1 120 FTG ---- PE 0.0 E21 35.2 0.0 87.8 0.0 0.052 TL 10.00 PV 1.3 Date: 08/02/1999 JOB TITLE: Segale 981 Building System 4 PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) E21 E22 E22 E23 E23 E24 E24 E25 E25 E26 E26 E27 E27 E28 E28 E29 E29 E30 E30 E31 E31 E32 E32 E33 E33 E34 Pipe: 14 35.2 35.2 Pipe: 15 35.2 35.2 Pipe: 16 35.2 35.2 Pipe: 17 35.2 35.2 Pipe: 18 35.2 35.2 Pipe: 19 35.2 35.2 Pipe: 20 35.2 35.2 Pipe: 21 35.2 35.2 Pipe: 22 35.2 35.2 Pipe: 23 35.2 35.2 Pipe: 24 35.2 35.2 Pipe: 25 35.2 35.2 Pipe: 26 35.2 35.2 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 0.0 87.8 0.0 87.5 0.0 87.5 0.0 87.1 0.0 87.1 0.0 86.7 0.0 86.7 0.0 86.4 0.0 86.4 0.0 86.0 0.0 86.0 0.0 85.7 0.0 85.7 0.0 85.4 0.0 85.4 0.0 85.1 0.0 85.1 0.0 84.9 0.0 84.9 0.0 84.7 0.0 84.7 0.0 84.5 0.0 84.5 0.0 84.3 0.0 84.3 0.0 84.2 1320.4 6.357 0.0 13.3 120 0.0 0.047 1257.1 6.357 0.0 12.7 120 0.0 0.043 1201.9 6.357 0.0 12.1 120 0.0 0.039 1154.8 6.357 0.0 11.7 120 0.0 0.037 1113.8 6.357 0.0 11.3 120 0.0 0.034 1075.8 6.357 0.0 10.9 120 0.0 0.032 1037.4 6.357 0.0 10.5 120 0.0 0.030 995.1 6.357 0.0 10.1 120 0.0 0.028 945.6 6.357 0.0 9.6 120 0.0 0.025 885.9 6.357 0.0 9.0 120 0.0 0.022 813.3 6.357 0.0 8.2 120 0.0 0.019 725.0 6.357 0.0 7.3 120 0.0 0.015 486.2 6.357 0.0 4.9 120 0.0 0.007 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL 10.00 FTG ---- TL 10.00 PL 10.00 FTG ---- TL 10.00 PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.4 0.0 1.2 0.3 0.0 1.1 0.4 0.0 1.0 0.4 0.0 0.9 0.3 0.0 0.9 0.3 0.0 0.8 0.3 0.0 0.7 0.3 0.0 0.7 0.3 0.0 0.6 0.2 0.0 0.5 0.2 0.0 0.5 0.2 0.0 0.4 0.1 0.0 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 08/02/1999 JOB TITLE: Segale 981 Building System 4 PIPE DATA (cont.) 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: 27 243.6 6.357 PL 10.00 PF 0.0 E34 35.2 0.0 84.2 0.0 2.5 120 FTG ---- PE 0.0 E35 35.2 0.0 84.2 0.0 0.002 TL 10.00 PV 0.0 Pipe: 28 85.0 3.352 PL 2.29 PF 0.2 E20 35.2 0.0 88.4 0.0 3.1 120 FTG T PE -1.0 E40 37.5 0.0 87.2 0.0 0.007 TL 25.29 PV 0.1 Pipe: 29 72.6 3.352 PL 2.29 PF 0.1 E21 35.2 0.0 87.8 0.0 2.6 120 FTG T PE -1.0 E41 37.5 0.0 86.7 0.0 0.005 TL 25.29 PV 0.0 Pipe: 30 63.3 3.352 PL 2.29 PF 0.1 E22 35.2 0.0 87.5 0.0 2.3 120 FTG T PE -1.0 E42 37.5 0.0 86.4 0.0 0.004 TL 25.29 PV 0.0 Pipe: 31 55.2 3.352 PL 2.29 PF 0.1 E23 35.2 0.0 87.1 0.0 2.0 120 FTG T PE -1.0 E43 37.5 0.0 86.0 0.0 0.003 TL 25.29 PV 0.0 Pipe: 32 47.0 3.352 PL 2.29 PF 0.1 E24 35.2 0.0 86.7 0.0 1.7 120 FTG T PE -1.0 E44 37.5 0.0 85.7 0.0 0.002 TL 25.29 PV 0.0 Pipe: 33 41.1 3.352 PL 2.29 PF 0.0 E25 35.2 0.0 86.4 0.0 1.5 120 FTG T PE -1.0 E45 37.5 0.0 85.3 0.0 0.002 TL 25.29 PV 0.0 Pipe: 34 38.0 3.352 PL 2.29 PF 0.0 E26 35.2 0.0 86.0 0.0 1.4 120 FTG T PE -1.0 E46 37.5 0.0 85.0 0.0 0.001 TL 25.29 PV 0.0 Pipe: 35 38.4 3.352 PL 2.29 PF 0.0 E27 35.2 0.0 85.7 0.0 1.4 120 FTG T PE -1.0 E47 37.5 0.0 84.7 0.0 0.002 TL 25.29 PV 0.0 Pipe: 36 42.3 3.352 PL 2.29 PF 0.0 E28 35.2 0.0 85.4 0.0 1.5 120 FTG T PE -1.0 E48 37.5 0.0 84.3 0.0 0.002 TL 25.29 PV 0.0 Pipe: 37 49.5 3.352 PL 2.29 PF 0.1 E29 35.2 0.0 85.1 0.0 1.8 120 FTG T PE -1.0 E49 37.5 0.0 84.1 0.0 0.002 TL 25.29 PV 0.0 Pipe: 38 59.7 3.352 PL 2.29 PF 0.1 E30 35.2 0.0 84.9 0.0 2.2 120 FTG T PE -1.0 E50 37.5 0.0 83.8 0.0 0.003 TL 25.29 PV 0.0 Pipe: 39 72.6 3.352 PL 2.29 PF 0.1 E31 35.2 0.0 84.7 0.0 2.6 120 FTG T PE -1.0 E51 37.5 0.0 83.5 0.0 0.005 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Dote: 08/02/1999 JOB TITLE: Segale 981 Building System 4 PIPE DATA (cont.) Page 6 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 88.3 3.352 PL 2.29 PF 0.2 E32 35.2 0.0 84.5 0.0 3.2 120 FTG T PE -1.0 E52 37.5 0.0 83.3 0.0 0.007 TL 25.29 PV 0.1 Pipe: 41 238.8 3.352 PL 2.29 PF 1.1 E33 35.2 0.0 84.3 0.0 8.7 120 FTG T PE -1.0 E53 37.5 0.0 82.2 0.0 0.045 TL 25.29 PV 0.5 Pipe: 42 242.6 3.352 PL 2.29 PF 1.2 E34 35.2 0.0 84.2 0.0 8.8 120 FTG T PE -1.0 E54 37.5 0.0 82.1 0.0 0.046 TL 25.29 PV 0.5 Pipe: 43 243.6 3.352 PL 2.29 PF 1.2 E35 35.2 0.0 84.2 0.0 8.9 120 FTG T PE -1.0 E55 37.5 0.0 82.0 0.0 0.046 TL 25.29 PV 0.5 Pipe: 44 85.0 4.352 PL 10.00 PF 0.0 E60 35.2 0.0 86.4 0.0 1.8 120 FTG ---- PE 0.0 E61 35.2 0.0 86.4 0.0 0.002 TL 10.00 PV 0.0 Pipe: 45 157.5 4.352 PL 8.00 PF 0.0 E61 35.2 0.0 86.4 0.0 3.4 120 FTG ---- PE 0.0 E62 35.2 0.0 86.3 0.0 0.006 TL 8.00 PV 0.1 Pipe: 46 220.8 4.352 PL 8.00 PF 0.1 E62 35.2 0.0 86.3 0.0 4.8 120 FTG ---- PE 0.0 E63 35.2 0.0 86.2 0.0 0.011 TL 8.00 PV 0.2 Pipe: 47 276.1 4.352 PL 10.00 PF 0.2 E63 35.2 0.0 86.2 0.0 6.0 120 FTG ---- PE 0.0 E64 35.2 0.0 86.1 0.0 0.016 TL 10.00 PV 0.2 Pipe: 48 323.1 4.352 PL 10.00 PF 0.2 E64 35.2 0.0 86.1 0.0 7.0 120 FTG ---- PE 0.0 E65 35.2 0.0 85.9 0.0 0.022 TL 10.00 PV 0.3 Pipe: 49 364.2 4.352 PL 10.00 PF 0.3 E65 35.2 0.0 85.9 0.0 7.9 120 FTG ---- PE 0.0 E66 35.2 0.0 85.6 0.0 0.027 TL 10.00 PV 0.4 Pipe: 50 402.2 4.352 PL 10.00 PF 0.3 E66 35.2 0.0 85.6 0.0 8.7 120 FTG ---- PE 0.0 E67 35.2 0.0 85.3 0.0 0.033 TL 10.00 PV 0.5 Pipe: 51 440.6 4.352 PL 10.00 PF 0.4 E67 35.2 0.0 85.3 0.0 9.5 120 FTG ---- PE 0.0 E68 35.2 0.0 84.9 0.0 0.039 TL 10.00 PV 0.6 Pipe: 52 482.9 4.352 PL 10.00 PF 0.5 E68 35.2 0.0 84.9 0.0 10.4 120 FTG ---- PE 0.0 E69 35.2 0.0 84.4 0.0 0.046 TL 10.00 PV 0.7 br1INKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 08/02/1999 JOB TITLE: Segale 981 Building System 4 PIPE DATA (cont.) 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: 53 532.4 4.352 PL 10.00 PF 0.6 E69 35.2 0.0 84.4 0.0 11.5 120 FTG ---- PE 0.0 E70 35.2 0.0 83.8 0.0 0.055 TL 10.00 PV 0.9 Pipe: 54 592.0 4.352 PL 10.00 PF 0.7 E70 35.2 0.0 83.8 0.0 12.8 120 FTG ---- PE 0.0 E71 35.2 0.0 83.2 0.0 0.067 TL 10.00 PV 1.1 Pipe: 55 664.7 4.352 PL 10.00 PF 0.8 E71 35.2 0.0 83.2 0.0 14.3 120 FTG ---- PE 0.0 E72 35.2 0.0 82.3 0.0 0.083 TL 10.00 PV 1.4 Pipe: 56 752.9 4.352 PL 10.00 PF 1.0 E72 35.2 0.0 82.3 0.0 16.2 120 FTG ---- PE 0.0 E73 35.2 0.0 81.3 0.0 0.105 TL 10.00 PV 1.8 Pipe: 57 498.3 4.352 PL 10.00 PF 0.5 E73 35.2 0.0 81.3 0.0 10.7 120 FTG ---- PE 0.0 E74 35.2 0.0 80.8 0.0 0.049 TL 10.00 PV 0.8 Pipe: 58 248.5 4.352 PL 10.00 PF 0.1 E74 35.2 0.0 80.8 0.0 5.4 120 FTG ---- PE 0.0 E75 35.2 0.0 80.7 0.0 0.013 TL 10.00 PV 0.2 Pipe: 59 -85.0 3.352 PL 2.29 PF 0.2 E60 35.2 0.0 86.4 0.0 3.1 120 FTG T PE -1.0 E80 37.5 0.0 85.5 0.0 0.007 TL 25.29 PV 0.1 Pipe: 60 -72.6 3.352 PL 2.29 PF 0.1 E61 35.2 0.0 86.4 0.0 2.6 120 FTG T PE -1.0 E81 37.5 0.0 85.5 0.0 0.005 TL 25.29 PV 0.0 Pipe: 61 -63.3 3.352 PL 2.29 PF 0.1 E62 35.2 0.0 86.3 0.0 2.3 120 FTG T PE -1.0 E82 37.5 0.0 85.4 0.0 0.004 TL 25.29 PV 0.0 Pipe: 62 -55.2 3.352 PL 2.29 PF 0.1 E63 35.2 0.0 86.2 0.0 2.0 120 FTG T PE -1.0 E83 37.5 0.0 85.3 0.0 0.003 TL 25.29 PV 0.0 Pipe: 63 -47.0 3.352 PL 2.29 PF 0.1 E64 35.2 0.0 86.1 0.0 1.7 120 FTG T PE -1.0 E84 37.5 0.0 85.1 0.0 0.002 TL 25.29 PV 0.0 Pipe: 64 -41.1 3.352 PL 2.29 PF 0.0 E65 35.2 0.0 85.9 0.0 1.5 120 FTG T PE -1.0 E85 37.5 0.0 84.9 0.0 0.002 TL 25.29 PV 0.0 Pipe: 65 -38.0 3.352 PL 2.29 PF 0.0 E66 35.2 0.0 85.6 0.0 1.4 120 FTG T PE -1.0 E86 37.5 0.0 84.6 0.0 0.001 TL 25.29 PV 0.0 Date: 08/02/1999 JOB TITLE: Segale 981 Building System 4 PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) E67 E87 E68 E88 E69 E89 E70 E90 E71 E91 E72 E92 E73 E93 E74 E94 E75 E95 E40 E80 EU. E81 E42 E82 E43 E83 Pipe: 66 35.2 37.5 Pipe: 67 35.2 37.5 Pipe: 68 35.2 37.5 Pipe: 69 35.2 37.5 Pipe: 70 35.2 37.5 Pipe: 71 35.2 37.5 Pipe: 72 35.2 37.5 Pipe: 73 35.2 37.5 Pipe: Pipe: Pipe: 74 35.2 37.5 75 37.5 37.5 76 37.5 37.5 Pipe: 77 37.5 37.5 Pipe: 78 37.5 37.5 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 0.0 85.3 0.0 84.3 0.0 84.9 0.0 83.9 0.0 84.4 0.0 83.5 0.0 83.8 0.0 82.9 0.0 83.2 0.0 82.3 0.0 82.3 0.0 81.5 0.0 81.3 0.0 79.0 0.0 80.8 0.0 78.6 0.0 80.7 0.0 78.5 0.0 87.2 0.0 85.5 0.0 86.7 0.0 85.5 0.0 86.4 0.0 85.4 0.0 86.0 0.0 85.3 - 38.4 3.352 0.0 1.4 120 0.0 0.002 - 42.3 3.352 0.0 1.5 120 0.0 0.002 - 49.5 3.352 0.0 1.8 120 0.0 0.002 - 59.7 3.352 0.0 2.2 120 0.0 0.003 - 72.6 3.352 0.0 2.6 120 0.0 0.005 - 88.3 3.352 0.0 3.2 120 0.0 0.007 254.6 3.352 0.0 9.3 120 0.0 0.050 249.8 3.352 0.0 9.1 120 0.0 0.049 248.5 3.352 0.0 9.0 120 0.0 0.048 85.0 3.352 0.0 3.1 120 0.0 0.007 72.6 3.352 0.0 2.6 120 0.0 0.005 63.3 3.352 0.0 2.3 120 0.0 0.004 55.2 3.352 0.0 2.0 120 0.0 0.003 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 202.00 FTG 2T TL 248.00 PL 202.00 FTG 2T TL 248.00 PL 202.00 FTG 2T TL 248.00 PL 202.00 FTG 2T TL 248.00 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 - 1.0 0.0 0.0 -1.0 0.0 0.1 -1.0 0.0 0.1 - 1.0 0.0 0.1 -1.0 0.0 0.2 -1.0 0.1 1.3 -1.0 0.6 PF 1.2 PE -1.0 PV 0.6 PF 1.2 PE -1.0 PV 0.5 PF 1.6 PE 0.0 PV 0.1 PF 1.2 PE 0.0 PV 0.0 PF 0.9 PE 0.0 PV 0.0 PF 0.7 PE 0.0 PV 0.0 Date: 08/02/1999 JOB TITLE: Segale 981 Building System 4 PIPE DATA (cont.) 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: 79 47.0 3.352 PL 202.00 PF 0.5 E44 37.5 0.0 85.7 0.0 1.7 120 FTG 2T PE 0.0 E84 37.5 0.0 85.1 0.0 0.002 TL 248.00 PV 0.0 Pipe: 80 41.1 3.352 PL 202.00 PF 0.4 E45 37.5 0.0 85.3 0.0 1.5 120 FTG 2T PE 0.0 E85 37.5 0.0 84.9 0.0 0.002 TL 248.00 PV 0.0 Pipe: 81 38.0 3.352 PL 202.00 PF 0.4 E46 37.5 0.0 85.0 0.0 1.4 120 FTG 2T PE 0.0 E86 37.5 0.0 84.6 0.0 0.001 TL 248.00 PV 0.0 Pipe: 82 38.4 3.352 PL 202.00 PF 0.4 E47 37.5 0.0 84.7 0.0 1.4 120 FTG 2T PE 0.0 E87 37.5 0.0 84.3 0.0 0.002 TL 248.00 PV 0.0 Pipe: 83 42.3 3.352 PL 202.00 PF 0.5 E48 37.5 0.0 84.3 0.0 1.5 120 FTG 2T PE 0.0 E88 37.5 0.0 83.9 0.0 0.002 TL 248.00 PV 0.0 Pipe: 84 49.5 3.352 PL 202.00 PF 0.6 E49 37.5 0.0 84.1 0.0 1.8 120 FTG 2T PE 0.0 E89 37.5 0.0 83.5 0.0 0.002 TL 248.00 PV 0.0 Pipe: 85 59.7 3.352 PL 202.00 PF 0.9 E50 37.5 0.0 83.8 0.0 2.2 120 FTG 2T PE 0.0 E90 37.5 0.0 82.9 0.0 0.003 TL 248.00 PV 0.0 Pipe: 86 72.6 3.352 PL 202.00 PF 1.2 E51 37.5 0.0 83.5 0.0 2.6 120 FTG 2T PE 0.0 E91 37.5 0.0 82.3 0.0 0.005 TL 248.00 PV 0.0 Pipe: 87 88.3 3.352 PL 202.00 PF 1.8 E52 37.5 0.0 83.3 0.0 3.2 120 FTG 2T PE 0.0 E92 37.5 0.0 81.5 0.0 0.007 TL 248.00 PV 0.1 Pipe: 88 238.8 3.352 PL 126.00 PF 6.6 E53 37.5 0.0 82.2 0.0 8.7 120 FTG T PE 0.0 401 37.5 14.2 75.5 123.4 0.045 TL 149.00 PV 0.5 Pipe: 89 115.4 3.352 PL 10.00 PF 0.1 401 37.5 14.2 75.5 123.4 4.2 120 FTG ---- PE 0.0 402 37.5 14.2 75.4 123.3 0.012 TL 10.00 PV 0.1 Pipe: 90 -7.9 3.352 PL 10.00 PF 0.0 402 37.5 14.2 75.4 123.3 0.3 120 FTG ---- PE 0.0 403 37.5 14.2 75.4 123.3 0.000 TL 10.00 PV 0.0 Pipe: 91 -131.2 3.352 PL 10.00 PF 0.1 403 37.5 14.2 75.4 123.3 4.8 120 FTG ---- PE 0.0 404 37.5 14.2 75.5 123.4 0.015 TL 10.00 PV 0.2 rage Date: 08/02/1999 JOB TITLE: Segale 981 Building System 4 PIPE DATA (cont.) 111 M4�L'iV Lid. 4-144Z24.11.010 PIPE TAG END ELEV. NOZ. PT NODES (FT) (K) (PSI) Q(GPM) DIA(IN) LENGTH DISC. VEL(FPS) HW(C) (FT) (GPM) F.L./FT Pipe: 92 -254.6 404 37.5 14.2 75.5 123.4 9.3 E93 37.5 0.0 79.0 0.0 E54 405 Pipe: 93 37.5 37.5 3.352 PL 46.00 120 FTG T 0.050 TL 69.00 242.6 3.352 PL 126.00 0.0 82.1 0.0 8.8 120 FTG T 14.2 75.2 123.1 0.046 TL 149.00 Pipe: 94 405 37.5 14.2 75.2 123.1 406 37.5 14.2 75.1 123.0 Pipe: 95 406 37.5 14.2 75.1 123.0 407 37.5 14.2 75.1 123.0 119.4 3.352 PL 10.00 4.3 120 FTG ---- 0.012 TL 10.00 -3.6 3.352 PL 10.00 0.1 120 FTG ---- 0.000 TL 10.00 Pipe: 96 -126.6 3.352 407 37.5 14.2 75.1 123.0 4.6 120 408 37.5 14.2 75.2 123.2 0.014 Pipe: 97 -249.8 3.352 408 37.5 14.2 75.2 123.2 9.1 120 E94 37.5 0.0 78.6 0.0 0.049 Pipe: 98 243.6 3.352 E55 37.5 0.0 82.0 0.0 8.9 120 409 37.5 14.2 75.1 123.1 0.046 PL 10.00 FTG ---- TL 10.00 PL 46.00 FTG T TL 69.00 PL 126.00 FTG T TL 149.00 Pipe: 99 120.6 3.352 PL 409 37.5 14.2 75.1 123.1 4.4 120 FTG 410 37.5 14.2 75.0 123.0 0.013 TL Pipe: 100 -2.4 3.352 PL 410 37.5 14.2 75.0 123.0 0.1 120 FTG 411 37.5 14.2 75.0 123.0 0.000 TL Pipe: 101 -125.4 3.352 411 37.5 14.2 75.0 123.0 4.6 120 412 37.5 14.2 75.1 123.1 0.014 Pipe: 102 -248.5 3.352 412 37.5 14.2 75.1 123.1 9.0 120 E95 37.5 0.0 78.5 0.0 0.048 PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 PL 46.00 FTG T TL 69.00 rage 1.0 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 3.5 0.0 0.6 6.8 0.0 0.5 0.1 0.0 0.1 n. 0.0 0.0 0.0 0.1 0.0 0.1 3.3 0.0 0.6 6.9 0.0 0.5 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.1 3.3 0.0 0.5 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 4 (4) (5) Page 11 The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.067 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 56. a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 75.000 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 75.006 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 75.021 psi PIPE FITTINGS TABLE Pipe Table PAGE: B Diameter (in) 6.357 8.249 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) Name: STANDARD.PIP MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkV1v BfyVly in Feet G A GatVly A1mChk D DPV1v 18.00 38.00 11.00 40.00 13.00 4.00 34.00 59.00 20.00 42.00 14.50 50.00 13.00 4.00 32.00 30.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet E T L C B G Ell Tee LngEll ChkVly BfyVly GatVly 31.00 71.00 23.00 78.00 27.00 7.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA in Feet G A D GATE -V AL -VA DRY -VA 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 Date: 08/02/1999 JQB TITLE: Segale 981 Building System 4 WATER SUPPLY CURVE -..... . ..... Ir. —rIwo •11.11Y 1U1116P 180+ 165+ 1 150+ I I 135*\\\\\\\\\\\\\\\\\\ I \\\\\\\\\\\\\\\\\\\ P120+ R 1 E 1 S 1 S105+ U 1 R 1 E 1 90+ ( I P S I I 75+ ) I 60+ 45+ 30+ I I LEGEND X = Required Water Supply I 115.94 psi @ 1728.0 gpm 15+ I 0 = Available Water Supply 125.91 psi @ 1728.0 gpmII £ayC 14 * <-128.0 psi @ 1500 gpm0 Flow Test Point X 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building System 6 FILE NUMBER: s981-6 DATE: Aug 02, 1999 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Storage DENSITY: 75 psi minimum pressure AREA OF APPLICATION: 12 Heads COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1479.4 gpm TOTAL WATER REQUIRED (including hose): 1729.4 gpm FLOW AND PRESSURE BASE OF RISER Node(4):1479 gpm @ 113.4 psi SPRINKLER ORIFICE SIZE: 14.2k NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) 135.0 128.0 AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 1500.0 125.9 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 NODE TAG CITY 4 5 6 7 8 9 10 F10 F11 F12 F13 F14 F20 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34 F35 F36 F40 F41 F42 F43 ELEVATION NODE TYPE PRESSURE (FT) (PSI) 0.0 0.5 2.3 2.3 2.3 2.3 2.3 2.3 30.5 30.5 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 37.5 37.5 37.5 37.5 SOURCE 114.1 113.4 112.2 108.7 108.7 108.7 108.6 108.6 95.6 95.2 92.6 89.5 88.9 87.6 87.1 86.7 86.3 86.0 85.6 85.3 84.9 84.6 84.3 84.0 83.8 83.5 83.3 83.2 83.1 83.1 86.4 86.0 85.6 85.2 Page 1 S981-6, REQ'D PRESS. (PSI) 1729.4 114.1 1729.4 GPM 250.0 GPM 0.0 GPM 1479.4 GPM DISCHARGE (GPM) 1479.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) F44 37.5 - - - - 84.9 F45 37.5 84.6 F46 37.5 84.2 F47 37.5 83.9 F48 37.5 83.6 F49 37.5 83.3 F50 37.5 83.0 F51 37.5 82.7 F52 37.5 - - - - 82.4 F53 37.5 82.0 F54 37.5 81.1 F55 37.5 80.9 F56 37.5 - - - - 80.8 F60 35.2 85.8 F61 35.2 85.8 F62 35.2 85.7 F63 35.2 85.6 F64 35.2 85.5 F65 35.2 85.3 F66 35.2 85.0 F67 35.2 84.7 F68 35.2 84.4 F69 35.2 84.0 F70 35.2 83.6 F71 35.2 83.1 F72 35.2 82.5 F73 35.2 81.9 F74 35.2 81.1 F75 35.2 80.6 F76 35.2 80.5 F80 37.5 84.9 F81 37.5 84.9 F82 37.5 - - - - 84.8 F83 37.5 84.7 F84 37.5 84.5 F85 37.5 84.3 F86 37.5 84.0 F87 37.5 83.7 F88 37.5 83.4 F89 37.5 83.0 F90 37.5 82.6 F91 37.5 82.1 F92 37.5 81.5 F93 37.5 81.0 F94 37.5 79.6 F95 37.5 78.4 F96 37.5 78.3 601 37.5 K=14.20 75.9 123.8 602 37.5 K=14.20 75.8 123.7 603 37.5 K=14.20 75.8 123.7 604 37.5 K=14.20 76.0 123.8 605 37.5 K=14.20 75.2 123.2 606 37.5 K=14.20 75.1 123.0 607 37.5 K=14.20 75.1 123.0 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 608 37.5 K=14.20 75.2 123.1 609 37.5 K=14.20 75.1 123.1 610 37.5 K=14.20 75.0 123.0 611 37.5 K=14.20 75.0 123.0 612 37.5 K=14.20 75.1 123.1 Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 PIPE DATA Page 4 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 1479.4 10.400 PL 30.00 PF 0.5 CITY 0.0 SRCE 114.1 (N/A) 5.6 140 FTG ETG PE -0.2 4 0.5 0.0 113.4 0.0 0.004 TL 139.00 PV 0.2 Pipe: 2 1479.4 8.249 PL 1.50 PF 0.3 4 0.5 0.0 113.4 0.0 8.9 120 FTG E PE -0.8 5 2.3 0.0 112.2 0.0 0.016 TL 21.50 PV 0.5 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 112.2 0.0 3.5 psi, 1479.4 gpm 6 2.3 0.0 108.7 0.0 Pipe: 4 1479.4 8.249 PL 1.50 PF 0.0 6 2.3 0.0 108.7 0.0 8.9 120 FTG ---- PE 0.0 7 2.3 0.0 108.7 0.0 0.016 TL 1.50 PV 0.5 Pipe: 5 1479.4 8.249 PL 2.00 PF 0.0 7 2.3 0.0 108.7 0.0 8.9 120 FTG ---- PE 0.0 8 2.3 0.0 108.7 0.0 0.016 TL 2.00 PV 0.5 Pipe: 6 1479.4 8.249 PL 2.00 PF 0.0 8 2.3 0.0 108.7 0.0 8.9 120 FTG ---- PE 0.0 9 2.3 0.0 108.6 0.0 0.016 TL 2.00 PV 0.5 Pipe: 7 0.0 8.249 PL 2.00 PF 0.0 9 2.3 0.0 108.6 0.0 0.0 120 FTG ---- PE 0.0 10 2.3 0.0 108.6 0.0 0.000 TL 2.00 PV 0.0 Pipe: 8 1479.4 8.249 PL 25.83 PF 0.8 9 2.3 0.0 108.6 0.0 8.9 120 FTG EG PE -12.2 F10 30.5 0.0 95.6 0.0 0.016 TL 49.83 PV 0.5 Pipe: 9 1479.4 8.249 PL 5.96 PF 0.4 F10 30.5 0.0 95.6 0.0 8.9 120 FTG E PE 0.0 Fil 30.5 0.0 95.2 0.0 0.016 TL 25.96 PV 0.5 Pipe: 10 1479.4 8.249 PL 10.92 PF 0.5 Fli 30.5 0.0 95.2 0.0 8.9 120 FTG E PE -2.0 F12 35.2 0.0 92.6 0.0 0.016 TL 30.92 PV 0.5 Pipe: 11 1479.4 8.249 PL 172.71 PF 3.1 F12 35.2 0.0 92.6 0.0 8.9 120 FTG E PE 0.0 F13 35.2 0.0 89.5 0.0 0.016 TL 192.71 PV 0.5 Pipe: 12 1479.4 8.249 PL 16.88 PF 0.6 F13 35.2 0.0 89.5 0.0 8.9 120 FTG E PE 0.0 F14 35.2 0.0 88.9 0.0 0.016 TL 36.88 PV 0.5 Pipe: 13 1479.4 6.357 PL 4.33 PF 1.3 F14 35.2 0.0 88.9 0.0 15.0 120 FTG E PE 0.0 F20 35.2 0.0 87.6 0.0 0.058 TL 22.33 PV 1.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 PIPE DATA (cont.) Page 5 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 1392.4 6.357 PL 10.00 PF 0.5 F20 35.2 0.0 87.6 0.0 14.1 120 FTG ---- PE 0.0 F21 35.2 0.0 87.1 0.0 0.052 TL 10.00 PV 1.3 Pipe: 15 1318.9 6.357 PL 10.00 PF 0.5 F21 35.2 0.0 87.1 0.0 13.3 120 FTG ---- PE 0.0 F22 35.2 0.0 86.7 0.0 0.047 TL 10.00 PV 1.2 Pipe: 16 1258.3 6.357 PL 8.00 PF 0.3 F22 35.2 0.0 86.7 0.0 12.7 120 FTG ---- PE 0.0 F23 35.2 0.0 86.3 0.0 0.043 TL 8.00 PV 1.1 Pipe: 17 1207.1 6.357 PL 8.00 PF 0.3 F23 35.2 0.0 86.3 0.0 12.2 120 FTG ---- PE 0.0 F24 35.2 0.0 86.0 0.0 0.040 TL 8.00 PV 1.0 Pipe: 18 1164.1 6.357 PL 10.00 PF 0.4 F24 35.2 0.0 86.0 0.0 11.8 120 FTG ---- PE 0.0 F25 35.2 0.0 85.6 0.0 0.037 TL 10.00 PV 0.9 Pipe: 19 1129.2 6.357 PL 10.00 PF 0.4 F25 35.2 0.0 85.6 0.0 11.4 120 FTG ---- PE 0.0 F26 35.2 0.0 85.3 0.0 0.035 TL 10.00 PV 0.9 Pipe: 20 1099.9 6.357 PL 10.00 PF 0.3 F26 35.2 0.0 85.3 0.0 11.1 120 FTG ---- PE 0.0 F27 35.2 0.0 84.9 0.0 0.033 TL 10.00 PV 0.8 Pipe: 21 1073.3 6.357 PL 10.00 PF 0.3 F27 35.2 0.0 84.9 0.0 10.8 120 FTG ---- PE 0.0 F28 35.2 0.0 84.6 0.0 0.032 TL 10.00 PV 0.8 Pipe: 22 1045.6 6.357 PL 10.00 PF 0.3 F28 35.2 0.0 84.6 0.0 10.6 120 FTG ---- PE 0.0 F29 35.2 0.0 84.3 0.0 0.030 TL 10.00 PV 0.8 Pipe: 23 1013.3 6.357 PL 10.00 PF 0.3 F29 35.2 0.0 84.3 0.0 10.2 120 FTG ---- PE 0.0 F30 35.2 0.0 84.0 0.0 0.029 TL 10.00 PV 0.7 Pipe: 24 973.2 6.357 PL 10.00 PF 0.3 F30 35.2 0.0 84.0 0.0 9.8 120 FTG ---- PE 0.0 F31 35.2 0.0 83.8 0.0 0.027 TL 10.00 PV 0.7 Pipe: 25 922.6 6.357 PL 10.00 PF 0.2 F31 35.2 0.0 83.8 0.0 9.3 120 FTG ---- PE 0.0 F32 35.2 0.0 83.5 0.0 0.024 TL 10.00 PV 0.6 Pipe: 26 841.3 6.357 PL 10.00 PF 0.2 F32 35.2 0.0 83.5 0.0 8.5 120 FTG ---- PE 0.0 F33 35.2 0.0 83.3 0.0 0.020 TL 10.00 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 PIPE DATA (cont.) Page 6 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: 27 729.3 6.357 PL 10.00 PF 0.2 F33 35.2 0.0 83.3 0.0 7.4 120 FTG ---- PE 0.0 F34 35.2 0.0 83.2 0.0 0.016 TL 10.00 PV 0.4 Pipe: 28 495.3 6.357 PL 10.00 PF 0.1 F34 35.2 0.0 83.2 0.0 5.0 120 FTG ---- PE 0.0 F35 35.2 0.0 83.1 0.0 0.008 TL 10.00 PV 0.2 Pipe: 29 248.2 6.357 PL 10.00 PF 0.0 F35 35.2 0.0 83.1 0.0 2.5 120 FTG ---- PE 0.0 F36 35.2 0.0 83.1 0.0 0.002 TL 10.00 PV 0.0 Pipe: 30 87.0 3.352 PL 2.29 PF 0.2 F20 35.2 0.0 87.6 0.0 3.2 120 FTG T PE -1.0 F40 37.5 0.0 86.4 0.0 0.007 TL 25.29 PV 0.1 Pipe: 31 73.5 3.352 PL 2.29 PF 0.1 F21 35.2 0.0 87.1 0.0 2.7 120 FTG T PE -1.0 F41 37.5 0.0 86.0 0.0 0.005 TL 25.29 PV 0.0 Pipe: 32 60.6 3.352 PL 2.29 PF 0.1 F22 35.2 0.0 86.7 0.0 2.2 120 FTG T PE -1.0 F42 37.5 0.0 85.6 0.0 0.004 TL 25.29 PV 0.0 Pipe: 33 51.1 3.352 PL 2.29 PF 0.1 F23 35.2 0.0 86.3 0.0 1.9 120 FTG T PE -1.0 F43 37.5 0.0 85.2 0.0 0.003 TL 25.29 PV 0.0 Pipe: 34 43.0 3.352 PL 2.29 PF 0.0 F24 35.2 0.0 86.0 0.0 1.6 120 FTG T PE -1.0 F44 37.5 0.0 84.9 0.0 0.002 TL 25.29 PV 0.0 Pipe: 35 34.9 3.352 PL 2.29 PF 0.0 F25 35.2 0.0 85.6 0.0 1.3 120 FTG T PE -1.0 F45 37.5 0.0 84.6 0.0 0.001 TL 25.29 PV 0.0 Pipe: 36 29.2 3.352 PL 2.29 PF 0.0 F26 35.2 0.0 85.3 0.0 1.1 120 FTG T PE -1.0 F46 37.5 0.0 84.2 0.0 0.001 TL 25.29 PV 0.0 Pipe: 37 26.6 3.352 PL 2.29 PF 0.0 F27 35.2 0.0 84.9 0.0 1.0 120 FTG T PE -1.0 F47 37.5 0.0 83.9 0.0 0.001 TL 25.29 PV 0.0 Pipe: 38 27.7 3.352 PL 2.29 PF 0.0 F28 35.2 0.0 84.6 0.0 1.0 120 FTG T PE -1.0 F48 37.5 0.0 83.6 0.0 0.001 TL 25.29 PV 0.0 Pipe: 39 32.3 3.352 PL 2.29 PF 0.0 F29 35.2 0.0 84.3 0.0 1.2 120 FTG T PE -1.0 F49 37.5 0.0 83.3 0.0 0.001 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 PIPE DATA (cont.) Page 7 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 40.1 3.352 PL 2.29 PF 0.0 F30 35.2 0.0 84.0 0.0 1.5 120 FTG T PE -1.0 F50 37.5 0.0 83.0 0.0 0.002 TL 25.29 PV 0.0 Pipe: 41 50.5 3.352 PL 2.29 PF 0.1 F31 35.2 0.0 83.8 0.0 1.8 120 FTG T PE -1.0 F51 37.5 0.0 82.7 0.0 0.003 TL 25.29 PV 0.0 Pipe: 42 81.4 3.352 PL 2.29 PF 0.2 F32 35.2 0.0 83.5 0.0 3.0 120 FTG T PE -1.0 F52 37.5 0.0 82.4 0.0 0.006 TL 25.29 PV 0.1 Pipe: 43 112.0 3.352 PL 2.29 PF 0.3 F33 35.2 0.0 83.3 0.0 4.1 120 FTG T PE -1.0 F53 37.5 0.0 82.0 0.0 0.011 TL 25.29 PV 0.1 Pipe: 44 234.0 3.352 PL 2.29 PF 1.1 F34 35.2 0.0 83.2 0.0 8.5 120 FTG T PE -1.0 F54 37.5 0.0 81.1 0.0 0.043 TL 25.29 PV 0.5 Pipe: 45 247.1 3.352 PL 2.29 PF 1.2 F35 35.2 0.0 83.1 0.0 9.0 120 FTG T PE -1.0 F55 37.5 0.0 80.9 0.0 0.048 TL 25.29 PV 0.5 Pipe: 46 248.2 3.352 PL 2.29 PF 1.2 F36 35.2 0.0 83.1 0.0 9.0 120 FTG T PE -1.0 F56 37.5 0.0 80.8 0.0 0.048 TL 25.29 PV 0.5 Pipe: 47 87.0 4.352 PL 10.00 PF 0.0 F60 35.2 0.0 85.8 0.0 1.9 120 FTG ---- PE 0.0 F61 35.2 0.0 85.8 0.0 0.002 TL 10.00 PV 0.0 Pipe:, 48 160.5 4.352 PL 10.00 PF 0.1 F61 35.2 0.0 85.8 0.0 3.5 120 FTG ---- PE 0.0 F62 35.2 0.0 85.7 0.0 0.006 TL 10.00 PV 0.1 Pipe: 49 221.1 4.352 PL 8.00 PF 0.1 F62 35.2 0.0 85.7 0.0 4.8 120 FTG ---- PE 0.0 F63 35.2 0.0 85.6 0.0 0.011 TL 8.00 PV 0.2 Pipe: 50 272.3 4.352 PL 8.00 PF 0.1 F63 35.2 0.0 85.6 0.0 5.9 120 FTG ---- PE 0.0 F64 35.2 0.0 85.5 0.0 0.016 TL 8.00 PV 0.2 Pipe: 51 315.3 4.352 PL 10.00 PF 0.2 F64 35.2 0.0 85.5 0.0 5.8 120 FTG ---- PE 0.0 F65 35.2 0.0 85.3 0.0 0.021 TL 10.00 PV 0.3 Pipe: 52 350.2 4.352 PL 10.00 PF 0.3 F65 35.2 0.0 85.3 0.0 7.6 120 FTG ---- PE 0.0 F66 35.2 0.0 85.0 0.0 0.025 TL 10.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 PIPE DATA (cont.) Page 8 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: 53 379.4 4.352 PL 10.00 PF 0.3 F66 35.2 0.0 85.0 0.0 8.2 120 FTG ---- PE 0.0 F67 35.2 0.0 84.7 0.0 0.029 TL 10.00 PV 0.5 Pipe: 54 406.1 4.352 PL 10.00 PF 0.3 F67 35.2 0.0 84.7 0.0 8.8 120 FTG ---- PE 0.0 F68 35.2 0.0 84.4 0.0 0.033 TL 10.00 PV 0.5 Pipe: 55 433.8 4.352 PL 10.00 PF 0.4 F68 35.2 0.0 84.4 0.0 9.4 120 FTG ---- PE 0.0 F69 35.2 0.0 84.0 0.0 0.038 TL 10.00 PV 0.6 Pipe: 56 466.1 4.352 PL 10.00 PF 0.4 F69 35.2 0.0 84.0 0.0 10.1 120 FTG ---- PE 0.0 F70 35.2 0.0 83.6 0.0 0.043 TL 10.00 PV 0.7 Pipe: 57 506.2 4.352 PL 10.00 PF 0.5 F70 35.2 0.0 83.6 0.0 10.9 120 FTG ---- PE 0.0 F71 35.2 0.0 83.1 0.0 0.050 TL 10.00 PV 0.8 Pipe: 58 556.7 4.352 PL 10.00 PF 0.6 F71 35.2 0.0 83.1 0.0 12.0 120 FTG ---- PE 0.0 F72 35.2 0.0 82.5 0.0 0.060 TL 10.00 PV 1.0 Pipe: 59 556.7 4.352 PL 10.00 PF 0.6 F72 35.2 0.0 82.5 0.0 12.0 120 FTG ---- PE 0.0 F73 35.2 0.0 81.9 0.0 0.060 TL 10.00 PV 1.0 Pipe: 60 638.1 4.352 PL 10.00 PF 0.8 F73 35.2 0.0 81.9 0.0 13.8 120 FTG ---- PE 0.0 F74 35.2 0.0 81.1 0.0 0.077 TL 10.00 PV 1.3 Pipe: 61 489.2 4.352 PL 10.00 PF 0.5 F74 35.2 0.0 81.1 0.0 10.6 120 FTG ---- PE 0.0 F75 35.2 0.0 80.6 0.0 0.047 TL 10.00 PV 0.7 Pipe: 62 243.9 4.352 PL 10.00 PF 0.1 F75 35.2 0.0 80.6 0.0 5.3 120 FTG ---- PE 0.0 F76 35.2 0.0 80.5 0.0 0.013 TL 10.00 PV 0.2 Pipe: 63 -87.0 3.352 PL 2.29 PF 0.2 F60 35.2 0.0 85.8 0.0 3.2 120 FTG T PE -1.0 F80 37.5 0.0 84.9 0.0 0.007 TL 25.29 PV 0.1 F61 F81 Pipe: 64 -73.5 3.352 PL 2.29 PF 0.1 35.2 0.0 85.8 0.0 2.7 120 FTG T PE -1.0 37.5 0.0 84.9 0.0 0.005 TL 25.29 PV 0.0 Pipe: 65 -60.6 3.352 PL 2.29 PF 0.1 F62 35.2 0.0 85.7 0.0 2.2 120 FTG T PE -1.0 F82 37.5 0.0 84.8 0.0 0.004 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 PIPE DATA (cont.) Page 9 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: 66 -51.1 3.352 PL 2.29 PF 0.1 F63 35.2 0.0 85.6 0.0 1.9 120 FTG T PE -1.0 F83 37.5 0.0 84.7 0.0 0.003 TL 25.29 PV 0.0 Pipe: 67 -43.0 3.352 PL 2.29 PF 0.0 F64 35.2 0.0 85.5 0.0 1.6 120 FTG T PE -1.0 F84 37.5 0.0 84.5 0.0 0.002 TL 25.29 PV 0.0 Pipe: 68 -34.9 3.352 PL 2.29 PF 0.0 F65 35.2 0.0 85.3 0.0 1.3 120 FTG T PE -1.0 F85 37.5 0.0 84.3 0.0 0.001 TL 25.29 PV 0.0 Pipe: 69 -29.2 3.352 PL 2.29 PF 0.0 F66 35.2 0.0 85.0 0.0 1.1 120 FTG T PE -1.0 F86 37.5 0.0 84.0 0.0 0.001 TL 25.29 PV 0.0 Pipe: 70 -26.6 3.352 PL 2.29 PF 0.0 F67 35.2 0.0 84.7 0.0 1.0 120 FTG T PE -1.0 F87 37.5 0.0 83.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 71 -27.7 3.352 PL 2.29 PF 0.0 F68 35.2 0.0 84.4 0.0 1.0 120 FTG T PE -1.0 F88 37.5 0.0 83.4 0.0 0.001 TL 25.29 PV 0.0 Pipe: 72 -32.3 3.352 PL 2.29 PF 0.0 F69 35.2 0.0 84.0 0.0 1.2 120 FTG T PE -1.0 F89 37.5 0.0 83.0 0.0 0.001 TL 25.29 PV 0.0 Pipe: 73 -40.1 3.352 PL 2.29 PF 0.0 F70 35.2 0.0 83.6 0.0 1.5 120 FTG T PE -1.0 F90 37.5 0.0 82.6 0.0 0.002 TL 25.29 PV 0.0 Pipe: 74 -50.5 3.352 PL 2.29 PF 0.1 F71 35.2 0.0 83.1 0.0 1.8 120 FTG T PE -1.0 F91 37.5 0.0 82.1 0.0 0.003 TL 25.29 PV 0.0 Pipe: 75 0.0 3.352 PL 2.29 PF 0.0 F72 35.2 0.0 82.5 0.0 0.0 120 FTG T PE -1.0 F92 37.5 0.0 81.5 0.0 0.000 TL 25.29 PV 0.0 Pipe: 76 -81.4 3.352 PL 2.29 PF 0.2 F73 35.2 0.0 81.9 0.0 3.0 120 FTG T PE -1.0 F93 37.5 0.0 81.0 0.0 0.006 TL 25.29 PV 0.1 Pipe: 77 148.9 3.352 PL 2.29 PF 0.5 F74 35.2 0.0 81.1 0.0 5.4 120 FTG T PE -1.0 F94 37.5 0.0 79.6 0.0 0.019 TL 25.29 PV 0.2 Pipe: 78 245.3 3.352 PL 2.29 PF 1.2 F75 35.2 0.0 80.6 0.0 8.9 120 FTG T PE -1.0 F95 37.5 0.0 78.4 0.0 0.047 TL 25.29 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 PIPE DATA (cont.) Page 10 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: 79 243.9 3.352 PL 2.29 PF 1.2 F76 35.2 0.0 80.5 0.0 8.9 120 FTG T PE -1.0 F96 37.5 0.0 78.3 0.0 0.046 TL 25.29 PV 0.5 Pipe: 80 87.0 3.352 PL 172.00 PF 1.5 F40 37.5 0.0 86.4 0.0 3.2 120 FTG 2T PE 0.0 F80 37.5 0.0 84.9 0.0 0.007 TL 218.00 PV 0.1 Pipe: 81 73.5 3.352 PL 172.00 PF 1.1 F41 37.5 0.0 86.0 0.0 2.7 120 FTG 2T PE 0.0 F81 37.5 0.0 84.9 0.0 0.005 TL 218.00 PV 0.0 Pipe: 82 60.6 3.352 PL 172.00 PF 0.8 F42 37.5 0.0 85.6 0.0 2.2 120 FTG 2T PE 0.0 F82 37.5 0.0 84.8 0.0 0.004 TL 218.00 PV 0.0 Pipe: 83 51.1 3.352 PL 172.00 PF 0.6 F43 37.5 0.0 85.2 0.0 1.9 120 FTG 2T PE 0.0 F83 37.5 0.0 84.7 0.0 0.003 TL 218.00 PV 0.0 Pipe: 84 43.0 3.352 PL 172.00 PF 0.4 F44 37.5 0.0 84.9 0.0 1.6 120 FTG 2T PE 0.0 F84 37.5 0.0 84.5 0.0 0.002 TL 218.00 PV 0.0 Pipe: 85 34.9 3.352 PL 172.00 PF 0.3 F45 37.5 0.0 84.6 0.0 1.3 120 FTG 2T PE 0.0 F85 37.5 0.0 84.3 0.0 0.001 TL 218.00 PV 0.0 Pipe: 86 29.2 3.352 PL 172.00 PF 0.2 F46 37.5 0.0 84.2 0.0 1.1 120 FTG 2T PE 0.0 F86 37.5 0.0 84.0 0.0 0.001 TL 218.00 PV 0.0 Pipe: 87 26.6 3.352 PL 172.00 PF 0.2 F47 37.5 0.0 83.9 0.0 1.0 120 FTG 2T PE 0.0 F87 37.5 0.0 83.7 0.0 0.001 TL 218.00 PV 0.0 Pipe: 88 27.7 3.352 PL 172.00 PF 0.2 F48 37.5 0.0 83.6 0.0 1.0 120 FTG 2T PE 0.0 F88 37.5 0.0 83.4 0.0 0.001 TL 218.00 PV 0.0 Pipe: 89 32.3 3.352 PL 172.00 PF 0.2 F49 37.5 0.0 83.3 0.0 1.2 120 FTG 2T PE 0.0 F89 37.5 0.0 83.0 0.0 0.001 TL 218.00 PV 0.0 Pipe: 90 40.1 3.352 PL 172.00 PF 0.4 F50 37.5 0.0 83.0 0.0 1.5 120 FTG 2T PE 0.0 F90 37.5 0.0 82.6 0.0 0.002 TL 218.00 PV 0.0 Pipe: 91 50.5 3.352 PL 172.00 PF 0.6 F51 37.5 0.0 82.7 0.0 1.8 120 FTG 2T PE 0.0 F91 37.5 0.0 82.1 0.0 0.003 TL 218.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 PIPE DATA (cont.) Page 11 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: 92 81.4 3.352 PL 172.00 PF 1.3 F52 37.5 0.0 82.4 0.0 3.0 120 FTG 2T PE 0.0 F93 37.5 0.0 81.0 0.0 0.006 TL 218.00 PV 0.1 Pipe: 93 112.0 3.352 PL 172.00 PF 2.4 F53 37.5 0.0 82.0 0.0 4.1 120 FTG 2T PE 0.0 F94 37.5 0.0 79.6 0.0 0.011 TL 218.00 PV 0.1 Pipe: 94 234.0 3.352 PL 96.00 PF 5.1 F54 37.5 0.0 81.1 0.0 8.5 120 FTG T PE 0.0 601 37.5 14.2 75.9 123.8 0.043 TL 119.00 PV 0.5 Pipe: 95 110.2 3.352 PL 10.00 PF 0.1 601 37.5 14.2 75.9 123.8 4.0 120 FTG ---- PE 0.0 602 37.5 14.2 75.8 123.7 0.011 TL 10.00 PV 0.1 Pipe: 96 -13.4 3.352 PL 10.00 PF 0.0 602 37.5 14.2 75.8 123.7 0.5 120 FTG ---- PE 0.0 603 37.5 14.2 75.8 123.7 0.000 TL 10.00 PV 0.0 Pipe: 97 -137.1 3.352 PL 10.00 PF 0.2 603 37.5 14.2 75.8 123.7 5.0 120 FTG ---- PE 0.0 604 37.5 14.2 76.0 123.8 0.016 TL 10.00 PV 0.2 Pipe: 98 -260.9 3.352 PL 46.00 PF 3.6 604 37.5 14.2 76.0 123.8 9.5 120 FTG T PE 0.0 F94 37.5 0.0 79.6 0.0 0.053 TL 69.00 PV 0.6 Pipe: 99 247.1 3.352 PL 96.00 PF 5.7 F55 37.5 0.0 80.9 0.0 9.0 120 FTG T PE 0.0 605 37.5 14.2 75.2 123.2 0.048 TL 119.00 PV 0.5 Pipe: 100 124.0 3.352 PL 10.00 PF 0.1 605 37.5 14.2 75.2 123.2 4.5 120 FTG ---- PE 0.0 606 37.5 14.2 75.1 123.0 0.013 TL 10.00 PV 0.1 Pipe: 101 0.9 3.352 PL 10.00 PF 0.0 606 37.5 14.2 75.1 123.0 0.0 120 FTG ---- PE 0.0 607 37.5 14.2 75.1 123.0 0.000 TL 10.00 PV 0.0 Pipe: 102 -122.1 3.352 PL 10.00 PF 0.1 607 37.5 14.2 75.1 123.0 4.4 120 FTG ---- PE 0.0 608 37.5 14.2 75.2 123.1 0.013 TL 10.00 PV 0.1 Pipe: 103 -245.3 3.352 PL 46.00 PF 3.2 608 37.5 14.2 75.2 123.1 8.9 120 FTG T PE 0.0 F95 37.5 0.0 78.4 0.0 0.047 TL 69.00 PV 0.5 Pipe: 104 248.2 3.352 PL 96.00 PF 5.7 F56 37.5 0.0 80.8 0.0 9.0 120 FTG T PE 0.0 609 37.5 14.2 75.1 123.1 0.048 TL 119.00 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. PT NODES (FT) (K) (PSI) Q(GPM) DIA(IN) LENGTH DISC. VEL(FPS) HW(C) (FT) (GPM) F.L./FT Pipe: 105 125.1 3.352 609 37.5 14.2 75.1 123.1 4.5 120 610 37.5 14.2 75.0 123.0 0.014 Pipe: 106 2.2 3.352 610 37.5 14.2 75.0 123.0 0.1 120 611 37.5 14.2 75.0 123.0 0.000 Pipe: 107 -120.8 3.352 611 37.5 14.2 75.0 123.0 4.4 120 612 37.5 14.2 75.1 123.1 0.013 Pipe: 108 -243.9 3.352 612 37.5 14.2 75.1 123.1 8.9 120 F96 37.5 0.0 78.3 0.0 0.046 PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 PL 46.00 FTG T TL 69.00 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) (3) (4) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.123 gpm. Page 12 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.1 3.2 0.0 0.5 program Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 15.0 ft/sec at pipe 13. a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 75.000 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 75.031 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 75.001 psi SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 (5) PIPE FITTINGS TABLE Pipe Table PAGE: B Diameter (in) Name: STANDARD.PIP MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 6.357 18.00 38.00 11.00 40.00 13.00 8.249 20.00 42.00 14.50 50.00 13.00 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkV1v BfyVly Page 13 in Feet G A GatVly AlmChk 4.00 34.00 4.00 32.00 in Feet G GatVly 31.00 71.00 23.00 78.00 27.00 7.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G Ell Tee LT -ELL CHK -VA BFY-VA GATE -V D DPV1v 59.00 30.00 A D AL -VA DRY -VA 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 6 WATER SUPPLY CURVE 180+ 165+ 150+ 1 P120+ R I E 1 S I 5105+ U I- R E I 90+ P 1 S I 175+ ) I 1 60+ 1 1 45+ \\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ * <-128.0 psi @ 1500 gpm0 Flow Test Point Page 14 1 30+ LEGEND " 1 It 1 X = Required Water Supply " 1 114.12 psi @ 1729.4 gpm " 15+ I 0 = Available Water Supply " I 125.89 psi @ 1729.4 gpm " I " I 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building System 7 FILE NUMBER: s981-7 DATE: Aug 02, 1999 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Storage DENSITY: 75 psi minimum pressure AREA OF APPLICATION: 12 Heads COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1479.4 gpm TOTAL WATER REQUIRED (including hose): 1729.4 gpm FLOW AND PRESSURE BASE OF RISER Node(4):1479 gpm @ 108.3 psi SPRINKLER ORIFICE SIZE: 14.2k NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/02/1999 S981-7 JOB TITLE: Segale 981 Building System 7 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 135.0 128.0 1500.0 125.9 1729.4 109.1 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 1729.4 GPM 250.0 GPM 0.0 GPM 1479.4 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 4 0.5 5 2.3 6 2.3 7 2.3 8 2.3 9 2.3 10 2.3 G10 30.5 Gil 30.5 G20 35.2 G21 35.2 G22 35.2 G23 35.2 G24 35.2 G25 35.2 G26 35.2 G27 35.2 G28 35.2 G29 35.2 G30 35.2 G31 35.2 G32 35.2 G33 35.2 G34 35.2 G35 35.2 G36 35.2 G37 35.2 G38 35.2 G40 37.5 G41 37.5 G42 37.5 G43 37.5 G44 37.5 SOURCE 109.1 108.3 107.2 103.7 103.7 103.7 103.6 103.6 90.2 89.5 87.4 86.9 86.4 86.0 85.6 85.3 84.9 84.6 84.3 84.0 83.8 83.5 83.3 83.1 82.9 82.7 82.6 82.5 82.5 86.3 85.8 85.4 85.0 84.6 1479.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) G45 37.5 84.2 G46 37.5 83.9 G47 37.5 83.6 G48 37.5 83.2 G49 37.5 83.0 G50 37.5 82.7 G51 37.5 82.5 G52 37.5 82.2 G53 37.5 82.0 G54 37.5 81.8 G55 37.5 81.6 G56 37.5 80.4 G57 37.5 80.4 G58 37.5 80.3 G60 35.2 85.5 G61 35.2 85.5 G62 35.2 85.4 G63 35.2 85.3 G64 35.2 85.1 G65 35.2 84.9 G66 35.2 84.7 G67 35.2 84.3 G68 35.2 84.0 G69 35.2 83.6 G70 35.2 83.2 G71 35.2 82.7 G72 35.2 82.5 G73 35.2 82.3 G74 35.2 82.1 G75 35.2 81.7 G76 35.2 81.3 G77 35.2 81.2 G78 35.2 81.1 G80 37.5 84.7 G81 37.5 84.6 G82 37.5 84.5 G83 37.5 84.4 G84 37.5 84.2 G85 37.5 83.9 G86 37.5 83.7 G87 37.5 83.4 G88 37.5 83.0 G89 37.5 82.7 G90 37.5 82.3 G91 37.5 82.5 G92 37.5 81.6 G93 37.5 81.4 G94 37.5 81.1 G95 37.5 80.8 G96 37.5 79.1 G97 37.5 80.2 G98 37.5 78.9 701 37.5 K=14.20 75.3 123.2 702 37.5 K=14.20 75.2 123.1 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 703 37.5 K=14.20 75.2 123.1 704 37.5 K=14.20 75.3 123.2 705 37.5 K=14.20 75.9 123.7 706 37.5 K=14.20 75.8 123.6 707 37.5 K=14.20 75.8 123.6 708 37.5 K=14.20 75.9 123.7 709 37.5 K=14.20 75.1 123.1 710 37.5 K=14.20 75.0 123.0 711 37.5 K=14.20 75.0 123.0 712 37.5 K=14.20 75.1 123.1 Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 PIPE DATA Page 4 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 1479.4 10.400 PL 30.00 PF 0.5 CITY 0.0 SRCE 109.1 (N/A) 5.6 140 FTG ETG PE -0.2 4 0.5 0.0 108.3 0.0 0.004 TL 139.00 PV 0.2 Pipe: 2 1479.4 8.249 PL 1.50 PF 0.3 4 0.5 0.0 108.3 0.0 8.9 120 FTG E PE -0.8 5 2.3 0.0 107.2 0.0 0.016 TL 21.50 PV 0.5 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 107.2 0.0 3.5 psi, 1479.4 gpm 6 2.3 0.0 103.7 0.0 Pipe: 4 1479.4 8.249 PL 1.50 PF 0.0 6 2.3 0.0 103.7 0.0 8.9 120 FTG ---- PE 0.0 7 2.3 0.0 103.7 0.0 0.016 TL 1.50 PV 0.5 Pipe: 5 1479.4 8.249 PL 2.00 PF 0.0 7 2.3 0.0 103.7 0.0 8.9 120 FTG ---- PE 0.0 8 2.3 0.0 103.7 0.0 0.016 TL 2.00 PV 0.5 Pipe: 6 1479.4 8.249 PL 2.00 PF 0.0 8 2.3 0.0 103.7 0.0 8.9 120 FTG ---- PE 0.0 9 2.3 0.0 103.6 0.0 0.016 TL 2.00 PV 0.5 Pipe: 7 1479.4 8.249 PL 2.00 PF 0.0 9 2.3 0.0 103.6 0.0 8.9 120 FTG ---- PE 0.0 10 2.3 0.0 103.6 0.0 0.016 TL 2.00 PV 0.5 Pipe: 8 1479.4 8.249 PL 25.83 PF 1.2 10 2.3 0.0 103.6 0.0 8.9 120 FTG TG PE -12.2 G10 30.5 0.0 90.2 0.0 0.016 TL 71.83 PV 0.5 Pipe: 9 1479.4 8.249 PL 3.75 PF 0.7 G10 30.5 0.0 90.2 0.0 8.9 120 FTG 2E PE 0.0 Gil 30.5 0.0 89.5 0.0 0.016 TL 43.75 PV 0.5 Pipe: 10 1479.4 6.357 PL 0.50 PF 0.0 Gil 30.5 0.0 89.5 0.0 15.0 120 FTG ---- PE -2.0 G20 35.2 0.0 87.4 0.0 0.058 TL 0.50 PV 1.5 Pipe: 11 1390.6 6.357 PL 10.00 PF 0.5 G20 35.2 0.0 87.4 0.0 14.1 120 FTG ---- PE 0.0 G21 35.2 0.0 86.9 0.0 0.051 TL 10.00 PV 1.3 Pipe: 12 1314.9 6.357 PL 10.00 PF 0.5 G21 35.2 0.0 86.9 0.0 13.3 120 FTG ---- PE 0.0 G22 35.2 0.0 86.4 0.0 0.046 TL 10.00 PV 1.2 Pipe: 13 1251.6 6.357 PL 10.00 PF 0.4 G22 35.2 0.0 86.4 0.0 12.7 120 FTG ---- PE 0.0 G23 35.2 0.0 86.0 0.0 0.042 TL 10.00 PV 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 PIPE DATA (cont.) Page 5 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 1199.4 6.357 PL 10.00 PF 0.4 G23 35.2 0.0 86.0 0.0 12.1 120 FTG ---- PE 0.0 G24 35.2 0.0 85.6 0.0 0.039 TL 10.00 PV 1.0 Pipe: 15 1156.7 6.357 PL 10.00 PF 0.4 G24 35.2 0.0 85.6 0.0 11.7 120 FTG ---- PE 0.0 G25 35.2 0.0 85.3 0.0 0.037 TL 10.00 PV 0.9 Pipe: 16 1121.4 6.357 PL 10.00 PF 0.3 G25 35.2 0.0 85.3 0.0 11.3 120 FTG ---- PE 0.0 G26 35.2 0.0 84.9 0.0 0.035 TL 10.00 PV 0.9 Pipe: 17 1090.8 6.357 PL 10.00 PF 0.3 G26 35.2 0.0 84.9 0.0 11.0 120 FTG ---- PE 0.0 G27 35.2 0.0 84.6 0.0 0.033 TL 10.00 PV 0.8 Pipe: 18 1061.5 6.357 PL 10.00 PF 0.3 G27 35.2 0.0 84.6 0.0 10.7 120 FTG ---- PE 0.0 G28 35.2 0.0 84.3 0.0 0.031 TL 10.00 PV 0.8 Pipe: 19 1029.7 6.357 PL 9.00 PF 0.3 G28 35.2 0.0 84.3 0.0 10.4 120 FTG ---- PE 0.0 G29 35.2 0.0 84.0 0.0 0.030 TL 9.00 PV 0.7 Pipe: 20 992.5 6.357 PL 9.00 PF 0.2 G29 35.2 0.0 84.0 0.0 10.0 120 FTG ---- PE 0.0 G30 35.2 0.0 83.8 0.0 0.028 TL 9.00 PV 0.7 Pipe: 21 947.1 6.357 PL 10.00 PF 0.3 G30 35.2 0.0 83.8 0.0 9.6 120 FTG ---- PE 0.0 G31 35.2 0.0 83.5 0.0 0.025 TL 10.00 PV 0.6 Pipe: 22 947.1 6.357 PL 8.00 PF 0.2 G31 35.2 0.0 83.5 0.0 9.6 120 FTG ---- PE 0.0 G32 35.2 0.0 83.3 0.0 0.025 TL 8.00 PV 0.6 Pipe: 23 891.9 6.357 PL 10.00 PF 0.2 G32 35.2 0.0 83.3 0.0 9.0 120 FTG ---- PE 0.0 G33 35.2 0.0 83.1 0.0 0.023 TL 10.00 PV 0.5 Pipe: 24 839.0 6.357 PL 10.00 PF 0.2 G33 35.2 0.0 83.1 0.0 8.5 120 FTG ---- PE 0.0 G34 35.2 0.0 82.9 0.0 0.020 TL 10.00 PV 0.5 Pipe: 25 783.4 6.357 PL 10.00 PF 0.2 G34 35.2 0.0 82.9 0.0 7.9 120 FTG ---- PE 0.0 G35 35.2 0.0 82.7 0.0 0.018 TL 10.00 PV 0.4 Pipe: 26 721.4 6.357 PL 9.00 PF 0.1 G35 35.2 0.0 82.7 0.0 7.3 120 FTG ---- PE 0.0 G36 35.2 0.0 82.6 0.0 0.015 TL 9.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 PIPE DATA (cont.) Page 6 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: 27 476.8 6.357 PL 9.00 PF 0.1 G36 35.2 0.0 82.6 0.0 4.8 120 FTG ---- PE 0.0 G37 35.2 0.0 82.5 0.0 0.007 TL 9.00 PV 0.2 Pipe: 28 246.1 6.357 PL 10.00 PF 0.0 G37 35.2 0.0 82.5 0.0 2.5 120 FTG ---- PE 0.0 G38 35.2 0.0 82.5 0.0 0.002 TL 10.00 PV 0.0 Pipe: 29 88.8 3.352 PL 2.29 PF 0.2 G20 35.2 0.0 87.4 0.0 3.2 120 FTG T PE -1.0 G40 37.5 0.0 86.3 0.0 0.007 TL 25.29 PV 0.1 Pipe: 30 75.7 3.352 PL 2.29 PF 0.1 G21 35.2 0.0 86.9 0.0 2.8 120 FTG T PE -1.0 G41 37.5 0.0 85.8 0.0 0.005 TL 25.29 PV 0.1 Pipe: 31 63.3 3.352 PL 2.29 PF 0.1 G22 35.2 0.0 86.4 0.0 2.3 120 FTG T PE -1.0 G42 37.5 0.0 85.4 0.0 0.004 TL 25.29 PV 0.0 Pipe: 32 52.2 3.352 PL 2.29 PF 0.1 G23 35.2 0.0 86.0 0.0 1.9 120 FTG T PE -1.0 G43 37.5 0.0 85.0 0.0 0.003 TL 25.29 PV 0.0 Pipe: 33 42.7 3.352 PL 2.29 PF 0.0 G24 35.2 0.0 85.6 0.0 1.6 120 FTG T PE -1.0 G44 37.5 0.0 84.6 0.0 0.002 TL 25.29 PV 0.0 Pipe: 34 35.3 3.352 PL 2.29 PF 0.0 G25 35.2 0.0 85.3 0.0 1.3 120 FTG T PE -1.0 G45 37.5 0.0 84.2 0.0 0.001 TL 25.29 PV 0.0 Pipe: 35 30.6 3.352 PL 2.29 PF 0.0 G26 35.2 0.0 84.9 0.0 1.1 120 FTG T PE -1.0 G46 37.5 0.0 83.9 0.0 0.001 TL 25.29 PV 0.0 Pipe: 36 29.3 3.352 PL 2.29 PF 0.0 G27 35.2 0.0 84.6 0.0 1.1 120 FTG T PE -1.0 G47 37.5 0.0 83.6 0.0 0.001 TL 25.29 PV 0.0 Pipe: 37 31.8 3.352 PL 2.29 PF 0.0 G28 35.2 0.0 84.3 0.0 1.2 120 FTG T PE -1.0 G48 37.5 0.0 83.2 0.0 0.001 TL 25.29 PV 0.0 Pipe: 38 37.2 3.352 PL 2.29 PF 0.0 G29 35.2 0.0 84.0 0.0 1.4 120 FTG T PE -1.0 G49 37.5 0.0 83.0 0.0 0.001 TL 25.29 PV 0.0 Pipe: 39 45.5 3.352 PL 2.29 PF 0.1 G30 35.2 0.0 83.8 0.0 1.7 120 FTG T PE -1.0 G50 37.5 0.0 82.7 0.0 0.002 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 PIPE DATA (cont.) Page 7 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 0.0 3.352 PL 2.29 PF 0.0 G31 35.2 0.0 83.5 0.0 0.0 120 FTG T PE -1.0 G51 37.5 0.0 82.5 0.0 0.000 TL 25.29 PV 0.0 Pipe: 41 55.2 3.352 PL 2.29 PF 0.1 G32 35.2 0.0 83.3 0.0 2.0 120 FTG T PE -1.0 G52 37.5 0.0 82.2 0.0 0.003 TL 25.29 PV 0.0 Pipe: 42 52.8 3.352 PL 2.29 PF 0.1 G33 35.2 0.0 83.1 0.0 1.9 120 FTG T PE -1.0 G53 37.5 0.0 82.0 0.0 0.003 TL 25.29 PV 0.0 Pipe: 43 55.6 3.352 PL 2.29 PF 0.1 G34 35.2 0.0 82.9 0.0 2.0 120 FTG T PE -1.0 G54 37.5 0.0 81.8 0.0 0.003 TL 25.29 PV 0.0 Pipe: 44 62.0 3.352 PL 2.29 PF 0.1 G35 35.2 0.0 82.7 0.0 2.3 120 FTG T PE -1.0 G55 37.5 0.0 81.6 0.0 0.004 TL 25.29 PV 0.0 Pipe: 45 244.6 3.352 PL 2.29 PF 1.2 G36 35.2 0.0 82.6 0.0 8.9 120 FTG T PE -1.0 G56 37.5 0.0 80.4 0.0 0.047 TL 25.29 PV 0.5 Pipe: 46 230.7 3.352 PL 2.29 PF 1.1 G37 35.2 0.0 82.5 0.0 8.4 120 FTG T PE -1.0 G57 37.5 0.0 80.4 0.0 0.042 TL 25.29 PV 0.5 Pipe: 47 246.1 3.352 PL 2.29 PF 1.2 G38 35.2 0.0 82.5 0.0 8.9 120 FTG T PE -1.0 G58 37.5 0.0 80.3 0.0 0.047 TL 25.29 PV 0.5 Pipe: 48 88.8 4.352 PL 10.00 PF 0.0 G60 35.2 0.0 85.5 0.0 1.9 120 FTG ---- PE 0.0 G61 35.2 0.0 85.5 0.0 0.002 TL 10.00 PV 0.0 Pipe: 49 164.5 4.352 PL 10.00 PF 0.1 G61 35.2 0.0 85.5 0.0 3.5 120 FTG ---- PE 0.0 G62 35.2 0.0 85.4 0.0 0.006 TL 10.00 PV 0.1 Pipe: 50 227.8 4.352 PL 10.00 PF 0.1 G62 35.2 0.0 85.4 0.0 4.9 120 FTG ---- PE 0.0 G63 35.2 0.0 85.3 0.0 0.011 TL 10.00 PV 0.2 Pipe: 51 280.0 4.352 PL 10.00 PF 0.2 G63 35.2 0.0 85.3 0.0 6.0 120 FTG ---- PE 0.0 G64 35.2 0.0 85.1 0.0 0.017 TL 10.00 PV 0.2 Pipe: 52 322.7 4.352 PL 10.00 PF 0.2 G64 35.2 0.0 85.1 0.0 7.0 120 FTG ---- PE 0.0 G65 35.2 0.0 84.9 0.0 0.022 TL 10.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 PIPE DATA (cont.) Page 8 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: 53 358.0 4.352 PL 10.00 PF 0.3 G65 35.2 0.0 84.9 0.0 7.7 120 FTG ---- PE 0.0 G66 35.2 0.0 84.7 0.0 0.026 TL 10.00 PV 0.4 Pipe: 54 388.6 4.352 PL 10.00 PF 0.3 G66 35.2 0.0 84.7 0.0 8.4 120 FTG ---- PE 0.0 G67 35.2 0.0 84.3 0.0 0.031 TL 10.00 PV 0.5 Pipe: 55 417.9 4.352 PL 10.00 PF 0.4 G67 35.2 0.0 84.3 0.0 9.0 120 FTG ---- PE 0.0 G68 35.2 0.0 84.0 0.0 0.035 TL 10.00 PV 0.5 Pipe: 56 449.7 4.352 PL 9.00 PF 0.4 G68 35.2 0.0 84.0 0.0 9.7 120 FTG ---- PE 0.0 G69 35.2 0.0 83.6 0.0 0.040 TL 9.00 PV 0.6 Pipe: 57 486.9 4.352 PL 9.00 PF 0.4 G69 35.2 0.0 83.6 0.0 10.5 120 FTG ---- PE 0.0 G70 35.2 0.0 83.2 0.0 0.047 TL 9.00 PV 0.7 Pipe: 58 532.3 4.352 PL 10.00 PF 0.6 G70 35.2 0.0 83.2 0.0 11.5 120 FTG ---- PE 0.0 G71 35.2 0.0 82.7 0.0 0.055 TL 10.00 PV 0.9 Pipe: 59 257.6 4.352 PL 10.00 PF 0.1 G71 35.2 0.0 82.7 0.0 5.6 120 FTG ---- PE 0.0 G72 35.2 0.0 82.5 0.0 0.014 TL 10.00 PV 0.2 Pipe: 60 312.8 4.352 PL 8.00 PF 0.2 G72 35.2 0.0 82.5 0.0 6.7 120 FTG ---- PE 0.0 G73 35.2 0.0 82.3 0.0 0.021 TL 8.00 PV 0.3 Pipe: 61 365.6 4.352 PL 10.00 PF 0.3 G73 35.2 0.0 82.3 0.0 7.9 120 FTG ---- PE 0.0 G74 35.2 0.0 82.1 0.0 0.028 TL 10.00 PV 0.4 Pipe: 62 421.3 4.352 PL 10.00 PF 0.4 G74 35.2 0.0 82.1 0.0 9.1 120 FTG ---- PE 0.0 G75 35.2 0.0 81.7 0.0 0.036 TL 10.00 PV 0.6 Pipe: 63 483.3 4.352 PL 9.00 PF 0.4 G75 35.2 0.0 81.7 0.0 10.4 120 FTG ---- PE 0.0 G76 35.2 0.0 81.3 0.0 0.046 TL 9.00 PV 0.7 Pipe: 64 235.2 4.352 PL 9.00 PF 0.1 G76 35.2 0.0 81.3 0.0 5.1 120 FTG ---- PE 0.0 G77 35.2 0.0 81.2 0.0 0.012 TL 9.00 PV 0.2 Pipe: 65 246.0 4.352 PL 10.00 PF 0.1 G77 35.2 0.0 81.2 0.0 5.3 120 FTG ---- PE 0.0 G78 35.2 0.0 81.1 0.0 0.013 TL 10.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 PIPE DATA (cont.) Page 9 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: 66 -88.8 3.352 PL 2.29 PF 0.2 G60 35.2 0.0 85.5 0.0 3.2 120 FTG T PE -1.0 G80 37.5 0.0 84.7 0.0 0.007 TL 25.29 PV 0.1 Pipe: 67 -75.7 3.352 PL 2.29 PF 0.1 G61 35.2 0.0 85.5 0.0 2.8 120 FTG T PE -1.0 G81 37.5 0.0 84.6 0.0 0.005 TL 25.29 PV 0.1 Pipe: 68 -63.3 3.352 PL 2.29 PF 0.1 G62 35.2 0.0 85.4 0.0 2.3 120 FTG T PE -1.0 G82 37.5 0.0 84.5 0.0 0.004 TL 25.29 PV 0.0 Pipe: 69 -52.2 3.352 PL 2.29 PF 0.1 G63 35.2 0.0 85.3 0.0 1.9 120 FTG T PE -1.0 G83 37.5 0.0 84.4 0.0 0.003 TL 25.29 PV 0.0 Pipe: 70 -42.7 3.352 PL 2.29 PF 0.0 G64 35.2 0.0 85.1 0.0 1.6 120 FTG T PE -1.0 G84 37.5 0.0 84.2 0.0 0.002 TL 25.29 PV 0.0 Pipe: 71 -35.3 3.352 PL 2.29 PF 0.0 G65 35.2 0.0 84.9 0.0 1.3 120 FTG T PE -1.0 G85 37.5 0.0 83.9 0.0 0.001 TL 25.29 PV 0.0 Pipe: 72 -30.6 3.352 PL 2.29 PF 0.0 G66 35.2 0.0 84.7 0.0 1.1 120 FTG T PE -1.0 G86 37.5 0.0 83.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 73 -29.3 3.352 PL 2.29 PF 0.0 G67 35.2 0.0 84.3 0.0 1.1 120 FTG T PE -1.0 G87 37.5 0.0 83.4 0.0 0.001 TL 25.29 PV 0.0 Pipe: 74 -31.8 3.352 PL 2.29 PF 0.0 G68 35.2 0.0 84.0 0.0 1.2 120 FTG T PE -1.0 G88 37.5 0.0 83.0 0.0 0.001 TL 25.29 PV 0.0 Pipe: 75 -37.2 3.352 PL 2.29 PF 0.0 G69 35.2 0.0 83.6 0.0 1.4 120 FTG T PE -1.0 G89 37.5 0.0 82.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 76 -45.5 3.352 PL 2.29 PF 0.1 G70 35.2 0.0 83.2 0.0 1.7 120 FTG T PE -1.0 G90 37.5 0.0 82.3 0.0 0.002 TL 25.29 PV 0.0 Pipe: 77 274.7 3.352 PL 2.29 PF 1.5 G71 35.2 0.0 82.7 0.0 10.0 120 FTG T PE -1.0 G97 37.5 0.0 80.2 0.0 0.058 TL 25.29 PV 0.7 Pipe: 78 -55.2 3.352 PL 2.29 PF 0.1 G72 35.2 0.0 82.5 0.0 2.0 120 FTG T PE -1.0 G92 37.5 0.0 81.6 0.0 0.003 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 PIPE DATA (cont.) 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: 79 -52.8 3.352 PL 2.29 PF 0.1 G73 35.2 0.0 82.3 0.0 1.9 120 FTG T PE -1.0 G93 37.5 0.0 81.4 0.0 0.003 TL 25.29 PV 0.0 Pipe: 80 -55.6 3.352 PL 2.29 PF 0.1 G74 35.2 0.0 82.1 0.0 2.0 120 FTG T PE -1.0 G94 37.5 0.0 81.1 0.0 0.003 TL 25.29 PV 0.0 Pipe: 81 -62.0 3.352 PL 2.29 PF 0.1 G75 35.2 0.0 81.7 0.0 2.3 120 FTG T PE -1.0 G95 37.5 0.0 80.8 0.0 0.004 TL 25.29 PV 0.0 Pipe: 82 248.0 3.352 PL 2.29 PF 1.2 G76 35.2 0.0 81.3 0.0 9.0 120 FTG T PE -1.0 G96 37.5 0.0 79.1 0.0 0.048 TL 25.29 PV 0.5 Pipe: 83 -10.7 3.352 PL 2.29 PF 0.0 G77 35.2 0.0 81.2 0.0 0.4 120 FTG T PE -1.0 G97 37.5 0.0 80.2 0.0 0.000 TL 25.29 PV 0.0 Pipe: 84 246.0 3.352 PL 2.29 PF 1.2 G78 35.2 0.0 81.1 0.0 8.9 120 FTG T PE -1.0 G98 37.5 0.0 78.9 0.0 0.047 TL 25.29 PV 0.5 Pipe: 85 88.8 3.352 PL 172.00 PF 1.6 G40 37.5 0.0 86.3 0.0 3.2 120 FTG 2T PE 0.0 G80 37.5 0.0 84.7 0.0 0.007 TL 218.00 PV 0.1 Pipe: 86 75.7 3.352 PL 172.00 PF 1.2 G41 37.5 0.0 85.8 0.0 2.8 120 FTG 2T PE 0.0 G81 37.5 0.0 84.6 0.0 0.005 TL 218.00 PV 0.1 Pipe: 87 63.3 3.352 PL 172.00 PF 0.8 G42 37.5 0.0 85.4 0.0 2.3 120 FTG 2T PE 0.0 G82 37.5 0.0 84.5 0.0 0.004 TL 218.00 PV 0.0 Pipe: 88 52.2 3.352 PL 172.00 PF 0.6 G43 37.5 0.0 85.0 0.0 1.9 120 FTG 2T PE 0.0 G83 37.5 0.0 84.4 0.0 0.003 TL 218.00 PV 0.0 Pipe: 89 42.7 3.352 PL 172.00 PF 0.4 G44 37.5 0.0 84.6 0.0 1.6 120 FTG 2T PE 0.0 G84 37.5 0.0 84.2 0.0 0.002 TL 218.00 PV 0.0 Pipe: 90 35.3 3.352 PL 172.00 PF 0.3 G45 37.5 0.0 84.2 0.0 1.3 120 FTG 2T PE 0.0 G85 37.5 0.0 83.9 0.0 0.001 TL 218.00 PV 0.0 Pipe: 91 30.6 3.352 PL 172.00 PF 0.2 G46 37.5 0.0 83.9 0.0 1.1 120 FTG 2T PE 0.0 G86 37.5 0.0 83.7 0.0 0.001 TL 218.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 PIPE DATA (cont.) Page 11 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: 92 29.3 3.352 PL 172.00 PF 0.2 G47 37.5 0.0 83.6 0.0 1.1 120 FTG 2T PE 0.0 G87 37.5 0.0 83.4 0.0 0.001 TL 218.00 PV 0.0 Pipe: 93 31.8 3.352 PL 172.00 PF 0.2 G48 37.5 0.0 83.2 0.0 1.2 120 FTG 2T PE 0.0 G88 37.5 0.0 83.0 0.0 0.001 TL 218.00 PV 0.0 Pipe: 94 37.2 3.352 PL 172.00 PF 0.3 G49 37.5 0.0 83.0 0.0 1.4 120 FTG 2T PE 0.0 G89 37.5 0.0 82.7 0.0 0.001 TL 218.00 PV 0.0 Pipe: 95 45.5 3.352 PL 172.00 PF 0.5 G50 37.5 0.0 82.7 0.0 1.7 120 FTG 2T PE 0.0 G90 37.5 0.0 82.3 0.0 0.002 TL 218.00 PV 0.0 Pipe: 96 0.0 3.352 PL 172.00 PF 0.0 G51 37.5 0.0 82.5 0.0 0.0 120 FTG 2T PE 0.0 G91 37.5 0.0 82.5 0.0 0.000 TL 218.00 PV 0.0 Pipe: 97 55.2 3.352 PL 172.00 PF 0.6 G52 37.5 0.0 82.2 0.0 2.0 120 FTG 2T PE 0.0 G92 37.5 0.0 81.6 0.0 0.003 TL 218.00 PV 0.0 Pipe: 98 52.8 3.352 PL 172.00 PF 0.6 G53 37.5 0.0 82.0 0.0 1.9 120 FTG 2T PE 0.0 G93 37.5 0.0 81.4 0.0 0.003 TL 218.00 PV 0.0 Pipe: 99 55.6 3.352 PL 172.00 PF 0.7 G54 37.5 0.0 81.8 0.0 2.0 120 FTG 2T PE 0.0 G94 37.5 0.0 81.1 0.0 0.003 TL 218.00 PV 0.0 Pipe: 100 62.0 3.352 PL 172.00 PF 0.8 G55 37.5 0.0 81.6 0.0 2.3 120 FTG 2T PE 0.0 G95 37.5 0.0 80.8 0.0 0.004 TL 218.00 PV 0.0 Pipe: 101 244.6 3.352 PL 86.00 PF 5.1 G56 37.5 0.0 80.4 0.0 8.9 120 FTG T PE 0.0 701 37.5 14.2 75.3 123.2 0.047 TL 109.00 PV 0.5 Pipe: 102 121.4 3.352 PL 10.00 PF 0.1 701 37.5 14.2 75.3 123.2 4.4 120 FTG ---- PE 0.0 702 37.5 14.2 75.2 123.1 0.013 TL 10.00 PV 0.1 Pipe: 103 -1.7 3.352 PL 10.00 PF 0.0 702 37.5 14.2 75.2 123.1 0.1 120 FTG ---- PE 0.0 703 37.5 14.2 75.2 123.1 0.000 TL 10.00 PV 0.0 Pipe: 104 -124.8 3.352 PL 10.00 PF 0.1 703 37.5 14.2 75.2 123.1 4.5 120 FTG ---- PE 0.0 704 37.5 14.2 75.3 123.2 0.013 TL 10.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 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: 105 -248.0 704 37.5 14.2 75.3 123.2 9.0 G96 37.5 0.0 79.1 0.0 Pipe: 106 G57 37.5 0.0 80.4 705 37.5 14.2 75.9 Pipe: 107 705 37.5 14.2 75.9 706 37.5 14.2 75.8 Pipe: 108 706 37.5 14.2 75.8 707 37.5 14.2 75.8 Pipe: 109 707 37.5 14.2 75.8 708 37.5 14.2 75.9 Pipe: 110 708 37.5 14.2 75.9 G97 37.5 0.0 80.2 Pipe: 111 G58 37.5 0.0 709 37.5 14.2 3.352 120 0.048 230.7 3.352 0.0 8.4 120 0.042 123.7 107.0 3.352 123.7 3.9 120 123.6 0.010 -16.6 3.352 123.6 0.6 120 123.6 0.000 -140.2 3.352 123.6 5.1 120 123.7 0.017 -264.0 3.352 123.7 9.6 120 0.0 0.054 246.1 3.352 80.3 0.0 8.9 120 75.1 123.1 0.047 Pipe: 112 709 37.5 14.2 75.1 710 37.5 14.2 75.0 Pipe: 113 710 37.5 14.2 75.0 711 37.5 14.2 75.0 Pipe: 114 711 37.5 14.2 75.0 712 37.5 14.2 75.1 Pipe: 115 712 37.5 14.2 75.1 G98 37.5 0.0 78.9 123.1 3.352 123.1 4.5 120 123.0 0.013 0.0 3.352 123.0 0.0 120 123.0 0.000 -122.9 3.352 123.0 4.5 120 123.1 0.013 -246.0 3.352 123.1 8.9 120 0.0 0.047 PL 56.00 FTG T TL 79.00 PL 86.00 FTG T TL 109.00 PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 PL 56.00 FTG T TL 79.00 PL 86.00 FTG T TL 109.00 PL 10.00 FTG ---- TL 10.00 PL 10.00 FTG ---- TL 10.00 PL 10.00 FTG ---- TL 10.00 PL 56.00 FTG T TL 79.00 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 Page 12 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 3.8 0.0 0.5 4.6 0.0 0.5 0.1 0.0 0.1 0.0 0.0 0.0 0.2 0.0 0.2 4.2 0.0 0.6 5.1 0.0 0.5 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.1 3.7 0.0 0.5 program SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 (2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.121 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 15.0 ft/sec at pipe 10. Page 13 (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 75.000 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 75.021 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 75.015 psi (5) PIPE FITTINGS TABLE Pipe Table PAGE: B Diameter (in) Name: STANDARD.PIP MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk 6.357 18.00 38.00 11.00 40.00 13.00 4.00 8.249 20.00 42.00 14.50 50.00 13.00 4.00 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G GatVly 31.00 71.00 23.00 78.00 27.00 7.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA in Feet G GATE -V D DPV1v 34.00 59.00 32.00 30.00 A D AL -VA DRY -VA 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 7 WATER SUPPLY CURVE 180+ 165+ 1 150+ I I 135*\\\\\\\\\\\\\\\\\\ I \\\\\\\\\\\\\\\\\\\ I I P120+ R 1 E 1 S 1 X 5105+ U 1 R 1 E 1 90+ ( I P 1 S 1 175+ ) I I 60+ I I I 45+ I I I 30+ LEGEND " I" 1 X = Required Water Supply " I 109.10 psi @ 1729.4 gpm '° 15+ 11 I 0 = Available Water Supply '° I 125.89 psi @ 1729.4 gpm " III 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Page 14 * <-128.0 psi @ 1500 gpm0 Flow Test Point PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building System 8 FILE NUMBER: s981-8 DATE: Aug 02, 1999 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Storage DENSITY: 75 psi minimum pressure AREA OF APPLICATION: 12 Heads COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1477.9 gpm TOTAL WATER REQUIRED (including hose): 1728.0 gpm FLOW AND PRESSURE BASE OF RISER Node(4):1478 gpm @ 112.8 psi SPRINKLER ORIFICE SIZE: 14.2k NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/02/1999 S981-8 JOB TITLE: Segale Building 981 System 8 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 135.0 128.0 1500.0 125.9 1728.0 113.6 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 1728.0 GPM 250.0 GPM 0.0 GPM 1478.0 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 4 0.5 5 2.3 6 2.3 7 2.3 8 2.3 H10 30.6 H11 30.6 H12 30.6 H13 30.6 H2O 35.2 H21 35.2 H22 35.2 H23 35.2 H24 35.2 H25 35.2 H26 35.2 H27 35.2 H28 35.2 H29 35.2 H30 35.2 H31 35.2 H32 35.2 H33 35.2 H34 35.2 H35 35.2 H36 35.2 H40 37.5 H41 37.5 H42 37.5 H43 37.5 H44 37.5 H45 37.5 H46 37.5 SOURCE 113.6 112.8 111.7 108.2 107.8 107.8 94.4 93.7 91.5 91.2 87.9 87.4 86.9 86.6 86.3 85.9 85.6 85.2 84.9 84.6 84.3 84.1 83.9 83.7 83.5 83.4 83.4 86.7 86.3 85.8 85.5 85.2 84.9 84.5 1478.0 4' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) H47 37.5 84.2 H48 37.5 83.9 H49 37.5 83.6 H50 37.5 83.3 H51 37.5 83.0 H52 37.5 82.7 H53 37.5 82.5 H54 37.5 81.4 H55 37.5 81.2 H56 37.5 81.2 H60 37.5 - - - - 85.0 H61 37.5 85.0 H62 37.5 85.0 H63 37.5 84.9 H64 37.5 84.7 H65 37.5 84.5 H66 37.5 84.3 H67 37.5 84.0 H68 37.5 83.6 H69 37.5 83.2 H70 35.2 83.8 H71 35.2 83.2 H72 35.2 82.6 H73 35.2 81.8 H74 35.2 80.7 H75 35.2 80.3 H76 35.2 80.1 H80 37.5 85.2 H81 37.5 85.2 H82 37.5 85.1 H83 37.5 84.9 H84 37.5 84.8 H85 37.5 84.6 H86 37.5 84.3 H87 37.5 84.0 H88 37.5 83.7 H89 37.5 83.3 H90 37.5 82.8 H91 37.5 82.3 H92 37.5 81.7 H93 37.5 80.9 H94 37.5 78.5 H95 37.5 78.0 H96 37.5 77.9 801 37.5 K=14.20 75.5 123.4 802 37.5 K=14.20 75.4 123.3 803 37.5 K=14.20 75.4 123.3 804 37.5 K=14.20 75.5 123.4 805 37.5 K=14.20 75.2 123.2 806 37.5 K=14.20 75.1 123.0 807 37.5 K=14.20 75.1 123.0 808 37.5 K=14.20 75.2 123.2 809 37.5 K=14.20 75.1 123.1 810 37.5 K=14.20 75.0 123.0 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 811 37.5 K=14.20 75.0 123.0 812 37.5 K=14.20 75.1 123.1 B 32.2 84.9 Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 PIPE DATA Page 4 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 1478.0 10.400 PL 30.00 PF 0.5 CITY 0.0 SRCE 113.6 (N/A) 5.6 140 FTG ETG PE -0.2 4 0.5 0 0 112.8 0.0 0.004 TL 139.00 PV 0.2 Pipe: 2 1477.9 8.249 PL 1.50 PF 0.3 4 0.5 0.0 112.8 0.0 8.9 120 FTG E PE -0.8 5 2.3 0.0 111.7 0.0 0.016 TL 21.50 PV 0.5 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 111.7 0.0 3.5 psi, 1477.9 gpm 6 2.3 0.0 108.2 0.0 Pipe: 4 1477.9 8.249 PL 1.50 PF 0.3 6 2.3 0.0 108.2 0.0 8.9 120 FTG E PE 0.0 7 2.3 0.0 107.8 0.0 0.016 TL 21.50 PV 0.5 Pipe: 5 1477.9 8.249 PL 2.00 PF 0.0 7 2.3 0.0 107.8 0.0 8.9 120 FTG ---- PE 0.0 8 2.3 0.0 107.8 0.0 0.016 TL 2.00 PV 0.5 Pipe: 6 1477.9 8.249 PL 26.00 PF 1.2 8 2.3 0.0 107.8 0.0 8.9 120 FTG TG PE -12.3 H10 30.6 0.0 94.4 0.0 0.016 TL 72.00 PV 0.5 Pipe: 7 1477.9 8.249 PL 0.50 PF 0.7 H10 30.6 0.0 94.4 0.0 8.9 120 FTG 2E PE 0.0 Hil 30.6 0.0 93.7 0.0 0.016 TL 40.50 PV 0.5 Pipe: 8 1477.9 8.249 PL 138.92 PF 2.3 H11 30.6 0.0 93.7 0.0 8.9 120 FTG ---- PE 0.0 H12 30.6 0.0 91.5 0.0 0.016 TL 138.92 PV 0.5 Pipe: 9 1477.9 8.249 PL 15.46 PF 0.3 H12 30.6 0.0 91.5 0.0 8.9 120 FTG ---- PE 0.0 H13 30.6 0.0 91.2 0.0 0.016 TL 15.46 PV 0.5 Pipe: 10 1477.9 6.357 PL 4.33 PF 1.3 H13 30.6 0.0 91.2 0.0 14.9 120 FTG E PE -2.0 H2O 35.2 0.0 87.9 0.0 0.058 TL 22.33 PV 1.5 Pipe: 11 1390.7 6.357 PL 10.00 PF 0.5 H2O 35.2 0.0 87.9 0.0 14.1 120 FTG ---- PE 0.0 H21 35.2 0.0 87.4 0.0 0.051 TL 10.00 PV 1.3 Pipe: 12 1316.9 6.357 PL 10.00 PF 0.5 H21 35.2 0.0 87.4 0.0 13.3 120 FTG ---- PE 0.0 H22 35.2 0.0 86.9 0.0 0.047 TL 10.00 PV 1.2 Pipe: 13 1255.8 6.357 PL 8.00 PF 0.3 H22 35.2 0.0 86.9 0.0 12.7 120 FTG ---- PE 0.0 H23 35.2 0.0 86.6 0.0 0.043 TL 8.00 PV 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 PIPE DATA (cont.) Page 5 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 1204.1 6.357 PL 8.00 PF 0.3 H23 35.2 0.0 86.6 0.0 12.2 120 FTG ---- PE 0.0 H24 35.2 0.0 86.3 0.0 0.039 TL 8.00 PV 1.0 Pipe: 15 1160.3 6.357 PL 10.00 PF 0.4 H24 35.2 0.0 86.3 0.0 11.7 120 FTG ---- PE 0.0 H25 35.2 0.0 85.9 0.0 0.037 TL 10.00 PV 0.9 Pipe: 16 1124.2 6.357 PL 10.00 PF 0.3 H25 35.2 0.0 85.9 0.0 11.4 120 FTG ---- PE 0.0 H26 35.2 0.0 85.6 0.0 0.035 TL 10.00 PV 0.9 Pipe: 17 1093.0 6.357 PL 10.00 PF 0.3 H26 35.2 0.0 85.6 0.0 11.0 120 FTG ---- PE 0.0 H27 35.2 0.0 85.2 0.0 0.033 TL 10.00 PV 0.8 Pipe: 18 1063.6 6.357 PL 10.00 PF 0.3 H27 35.2 0.0 85.2 0.0 10.8 120 FTG ---- PE 0.0 H28 35.2 0.0 84.9 0.0 0.031 TL 10.00 PV 0.8 Pipe: 19 1032.1 6.357 PL 10.00 PF 0.3 H28 35.2 0.0 84.9 0.0 10.4 120 FTG ---- PE 0.0 H29 35.2 0.0 84.6 0.0 0.030 TL 10.00 PV 0.7 Pipe: 20 995.0 6.357 PL 10.00 PF 0.3 H29 35.2 0.0 84.6 0.0 10.1 120 FTG ---- PE 0.0 H30 35.2 0.0 84.3 0.0 0.028 TL 10.00 PV 0.7 Pipe: 21 949.1 6.357 PL 10.00 PF 0.3 H30 35.2 0.0 84.3 0.0 9.6 120 FTG ---- PE 0.0 H31 35.2 0.0 84.1 0.0 0.025 TL 10.00 PV 0.6 Pipe: 22 891.8 6.357 PL 10.00 PF 0.2 H31 35.2 0.0 84.1 0.0 9.0 120 FTG ---- PE 0.0 H32 35.2 0.0 83.9 0.0 0.023 TL 10.00 PV 0.5 Pipe: 23 820.2 6.357 PL 10.00 PF 0.2 H32 35.2 0.0 83.9 0.0 8.3 120 FTG ---- PE 0.0 H33 35.2 0.0 83.7 0.0 0.019 TL 10.00 PV 0.5 Pipe: 24 731.6 6.357 PL 5.25 PF 0.1 H33 35.2 0.0 83.7 0.0 7.4 120 FTG ---- PE 1.3 B 32.2 0.0 84.9 0.0 0.016 TL 5.25 PV 0.4 Pipe: 24A 731.6 6.357 PL 4.75 PF 0.1 B 32.2 0.0 84.9 0.0 7.4 120 FTG ---- PE -1.3 H34 35.2 0.0 83.5 0.0 0.016 TL 4.75 PV 0.4 Pipe: 25 490.9 6.357 PL 10.00 PF 0.1 H34 35.2 0.0 83.5 0.0 5.0 120 FTG ---- PE 0.0 H35 35.2 0.0 83.4 0.0 0.008 TL 10.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 PIPE DATA (cont.) Page 6 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: 26 246.1 6.357 PL 10.00 PF 0.0 H35 35.2 0.0 83.4 0.0 2.5 120 FTG ---- PE 0.0 H36 35.2 0.0 83.4 0.0 0.002 TL 10.00 PV 0.0 Pipe: 27 87.3 3.352 PL 2.29 PF 0.2 H2O 35.2 0.0 87.9 0.0 3.2 120 FTG T PE -1.0 H40 37.5 0.0 86.7 0.0 0.007 TL 25.29 PV 0.1 Pipe: 28 73.8 3.352 PL 2.29 PF 0.1 H21 35.2 0.0 87.4 0.0 2.7 120 FTG T PE -1.0 H41 37.5 0.0 86.3 0.0 0.005 TL 25.29 PV 0.0 Pipe: 30 61.0 3.352 PL 2.29 PF 0.1 H22 35.2 0.0 86.9 0.0 2.2 120 FTG T PE -1.0 H42 37.5 0.0 85.8 0.0 0.004 TL 25.29 PV 0.0 Pipe: 31 51.7 3.352 PL 2.29 PF 0.1 H23 35.2 0.0 86.6 0.0 1.9 120 FTG T PE -1.0 H43 37.5 0.0 85.5 0.0 0.003 TL 25.29 PV 0.0 Pipe: 32 43.8 3.352 PL 2.29 PF 0.0 H24 35.2 0.0 86.3 0.0 1.6 120 FTG T PE -1.0 H44 37.5 0.0 85.2 0.0 0.002 TL 25.29 PV 0.0 Pipe: 33 36.1 3.352 PL 2.29 PF 0.0 H25 35.2 0.0 85.9 0.0 1.3 120 FTG T PE -1.0 H45 37.5 0.0 84.9 0.0 0.001 TL 25.29 PV 0.0 Pipe: 34 31.1 3.352 PL 2.29 PF 0.0 H26 35.2 0.0 85.6 0.0 1.1 120 FTG T PE -1.0 H46 37.5 0.0 84.5 0.0 0.001 TL 25.29 PV 0.0 Pipe: 35 29.4 3.352 PL 2.29 PF 0.0 H27 35.2 0.0 85.2 0.0 1.1 120 FTG T PE -1.0 H47 37.5 0.0 84.2 0.0 0.001 TL 25.29 PV 0.0 Pipe: 36 31.5 3.352 PL 2.29 PF 0.0 H28 35.2 0.0 84.9 0.0 1.1 120 FTG T PE -1.0 H48 37.5 0.0 83.9 0.0 0.001 TL 25.29 PV 0.0 Pipe: 37 37.1 3.352 PL 2.29 PF 0.0 H29 35.2 0.0 84.6 0.0 1.3 120 FTG T PE -1.0 H49 37.5 0.0 83.6 0.0 0.001 TL 25.29 PV 0.0 Pipe: 38 45.9 3.352 PL 2.29 PF 0.1 H30 35.2 0.0 84.3 0.0 1.7 120 FTG T PE -1.0 H50 37.5 0.0 83.3 0.0 0.002 TL 25.29 PV 0.0 Pipe: 39 57.4 3.352 PL 2.29 PF 0.1 H31 35.2 0.0 84.1 0.0 2.1 120 FTG T PE -1.0 H51 37.5 0.0 83.0 0.0 0.003 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 PIPE DATA (cont.) Page 7 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 71.6 3.352 PL 2.29 PF 0.1 H32 35.2 0.0 83.9 0.0 2.6 120 FTG T PE -1.0 H52 37.5 0.0 82.7 0.0 0.005 TL 25.29 PV 0.0 Pipe: 41 88.5 3.352 PL 2.29 PF 0.2 H33 35.2 0.0 83.7 0.0 3.2 120 FTG T PE -1.0 H53 37.5 0.0 82.5 0.0 0.007 TL 25.29 PV 0.1 Pipe: 42 240.7 3.352 PL 2.29 PF 1.1 H34 35.2 0.0 83.5 0.0 8.8 120 FTG T PE -1.0 H54 37.5 0.0 81.4 0.0 0.045 TL 25.29 PV 0.5 Pipe: 43 244.9 3.352 PL 2.29 PF 1.2 H35 35.2 0.0 83.4 0.0 8.9 120 FTG T PE -1.0 H55 37.5 0.0 81.2 0.0 0.047 TL 25.29 PV 0.5 Pipe: 44 246.1 3.352 PL 2.29 PF 1.2 H36 35.2 0.0 83.4 0.0 8.9 120 FTG T PE -1.0 H56 37.5 0.0 81.2 0.0 0.047 TL 25.29 PV 0.5 Pipe: 45 87.3 4.352 PL 10.00 PF 0.0 H60 37.5 0.0 85.0 0.0 1.9 120 FTG ---- PE 0.0 H61 37.5 0.0 85.0 0.0 0.002 TL 10.00 PV 0.0 Pipe: 46 161.1 4.352 PL 10.00 PF 0.1 H61 37.5 0.0 85.0 0.0 3.5 120 FTG ---- PE 0.0 H62 37.5 0.0 85.0 0.0 0.006 TL 10.00 PV 0.1 Pipe: 47 222.1 4.352 PL 8.00 PF 0.1 H62 37.5 0.0 85.0 0.0 4.8 120 FTG ---- PE 0.0 H63 37.5 0.0 84.9 0.0 0.011 TL 8.00 PV 0.2 Pipe: 48 273.8 4.352 PL 8.00 PF 0.1 H63 37.5 0.0 84.9 0.0 5.9 120 FTG ---- PE 0.0 H64 37.5 0.0 84.7 0.0 0.016 TL 8.00 PV 0.2 Pipe: 49 317.6 4.352 PL 10.00 PF 0.2 H64 37.5 0.0 84.7 0.0 6.9 120 FTG ---- PE 0.0 H65 37.5 0.0 84.5 0.0 0.021 TL 10.00 PV 0.3 Pipe: 50 353.8 4.352 PL 10.00 PF 0.3 H65 37.5 0.0 84.5 0.0 7.6 120 FTG ---- PE 0.0 H66 37.5 0.0 84.3 0.0 0.026 TL 10.00 PV 0.4 Pipe: 51 384.9 4.352 PL 10.00 PF 0.3 H66 37.5 0.0 84.3 0.0 8.3 120 FTG ---- PE 0.0 H67 37.5 0.0 84.0 0.0 0.030 TL 10.00 PV 0.5 Pipe: 52 414.3 4.352 PL 10.00 PF 0.3 H67 37.5 0.0 84.0 0.0 8.9 120 FTG ---- PE 0.0 H68 37.5 0.0 83.6 0.0 0.035 TL 10.00 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 PIPE DATA (cont.) Page 8 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: 53 445.8 4.352 PL 10.00 PF 0.4 H68 37.5 0.0 83.6 0.0 9.6 120 FTG ---- PE 0.0 H69 37.5 0.0 83.2 0.0 0.040 TL 10.00 PV 0.6 Pipe: 54 482.9 4.352 PL 10.00 PF 0.5 H69 37.5 0.0 83.2 0.0 10.4 120 FTG ---- PE 1.0 H70 35.2 0.0 83.8 0.0 0.046 TL 10.00 PV 0.7 Pipe: 55 528.8 4.352 PL 10.00 PF 0.5 H70 35.2 0.0 83.8 0.0 11.4 120 FTG ---- PE 0.0 H71 35.2 0.0 83.2 0.0 0.054 TL 10.00 PV 0.9 Pipe: 56 586.2 4.352 PL 10.00 PF 0.7 H71 35.2 0.0 83.2 0.0 12.6 120 FTG ---- PE 0.0 H72 35.2 0.0 82.6 0.0 0.066 TL 10.00 PV 1.1 Pipe: 57 657.8 4.352 PL 10.00 PF 0.8 H72 35.2 0.0 82.6 0.0 14.2 120 FTG ---- PE 0.0 H73 35.2 0.0 81.8 0.0 0.082 TL 10.00 PV 1.4 Pipe: 58 746.3 4.352 PL 10.00 PF 1.0 H73 35.2 0.0 81.8 0.0 16.1 120 FTG ---- PE 0.0 H74 35.2 0.0 80.7 0.0 0.103 TL 10.00 PV 1.7 Pipe: 59 493.6 4.352 PL 10.00 PF 0.5 H74 35.2 0.0 80.7 0.0 10.6 120 FTG ---- PE 0.0 H75 35.2 0.0 80.3 0.0 0.048 TL 10.00 PV 0.8 Pipe: 60 246.1 4.352 PL 10.00 PF 0.1 H75 35.2 0.0 80.3 0.0 5.3 120 FTG ---- PE 0.0 H76 35.2 0.0 80.1 0.0 0.013 TL 10.00 PV 0.2 Pipe: 61 -87.3 3.352 PL 2.29 PF 0.2 H60 37.5 0.0 85.0 0.0 3.2 120 FTG T PE 0.0 H80 37.5 0.0 85.2 0.0 0.007 TL 25.29 PV 0.1 Pipe: 62 -73.8 3.352 PL 2.29 PF 0.1 H61 37.5 0.0 85.0 0.0 2.7 120 FTG T PE 0.0 H81 37.5 0.0 85.2 0.0 0.005 TL 25.29 PV 0.0 Pipe: 63 -61.0 3.352 PL 2.29 PF 0.1 H62 37.5 0.0 85.0 0.0 2.2 120 FTG T PE 0.0 H82 37.5 0.0 85.1 0.0 0.004 TL 25.29 PV 0.0 Pipe: 64 -51.7 3.352 PL 2.29 PF 0.1 H63 37.5 0.0 84.9 0.0 1.9 120 FTG T PE 0.0 H83 37.5 0.0 84.9 0.0 0.003 TL 25.29 PV 0.0 Pipe: 65 -43.8 3.352 PL 2.29 PF 0.0 H64 37.5 0.0 84.7 0.0 1.6 120 FTG T PE 0.0 H84 37.5 0.0 84.8 0.0 0.002 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 PIPE DATA (cont.) Page 9 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: 66 -36.1 3.352 PL 2.29 PF 0.0 H65 37.5 0.0 84.5 0.0 1.3 120 FTG T PE 0.0 H85 37.5 0.0 84.6 0.0 0.001 TL 25.29 PV 0.0 Pipe: 67 -31.1 3.352 PL 2.29 PF 0.0 H66 37.5 0.0 84.3 0.0 1.1 120 FTG T PE 0.0 H86 37.5 0.0 84.3 0.0 0.001 TL 25.29 PV 0.0 Pipe: 68 -29.4 3.352 PL 2.29 PF 0.0 H67 37.5 0.0 84.0 0.0 1.1 120 FTG T PE 0.0 H87 37.5 0.0 84.0 0.0 0.001 TL 25.29 PV 0.0 Pipe: 69 -31.5 3.352 PL 2.29 PF 0.0 H68 37.5 0.0 83.6 0.0 1.1 120 FTG T PE 0.0 H88 37.5 0.0 83.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 70 -37.1 3.352 PL 2.29 PF 0.0 H69 37.5 0.0 83.2 0.0 1.3 120 FTG T PE 0.0 H89 37.5 0.0 83.3 0.0 0.001 TL 25.29 PV 0.0 Pipe: 71 -45.9 3.352 PL 2.29 PF 0.1 H70 35.2 0.0 83.8 0.0 1.7 120 FTG T PE -1.0 H90 37.5 0.0 82.8 0.0 0.002 TL 25.29 PV 0.0 Pipe: 72 -57.4 3.352 PL 2.29 PF 0.1 H71 35.2 0.0 83.2 0.0 2.1 120 FTG T PE -1.0 H91 37.5 0.0 82.3 0.0 0.003 TL 25.29 PV 0.0 Pipe: 73 -71.6 3.352 PL 2.29 PF 0.1 H72 35.2 0.0 82.6 0.0 2.6 120 FTG T PE -1.0 H92 37.5 0.0 81.7 0.0 0.005 TL 25.29 PV 0.0 Pipe: 74 -88.5 3.352 PL 2.29 PF 0.2 H73 35.2 0.0 81.8 0.0 3.2 120 FTG T PE -1.0 H93 37.5 0.0 80.9 0.0 0.007 TL 25.29 PV 0.1 Pipe: 75 252.7 3.352 PL 2.29 PF 1.3 H74 35.2 0.0 80.7 0.0 9.2 120 FTG T PE -1.0 H94 37.5 0.0 78.5 0.0 0.050 TL 25.29 PV 0.6 Pipe: 76 247.5 3.352 PL 2.29 PF 1.2 H75 35.2 0.0 80.3 0.0 9.0 120 FTG T PE -1.0 H95 37.5 0.0 78.0 0.0 0.048 TL 25.29 PV 0.5 Pipe: 77 246.1 3.352 PL 2.29 PF 1.2 H76 35.2 0.0 80.1 0.0 8.9 120 FTG T PE -1.0 H96 37.5 0.0 77.9 0.0 0.047 TL 25.29 PV 0.5 Pipe: 78 87.3 3.352 PL 172.00 PF 1.5 H40 37.5 0.0 86.7 0.0 3.2 120 FTG 2T PE 0.0 H80 37.5 0.0 85.2 0.0 0.007 TL 218.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 PIPE DATA (cont.) Page 10 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: 79 73.8 3.352 PL 172.00 PF 1.1 H41 37.5 0.0 86.3 0.0 2.7 120 FTG 2T PE 0.0 H81 37.5 0.0 85.2 0.0 0.005 TL 218.00 PV 0.0 Pipe: 80 61.0 3.352 PL 172.00 PF 0.8 H42 37.5 0.0 85.8 0.0 2.2 120 FTG 2T PE 0.0 H82 37.5 0.0 85.1 0.0 0.004 TL 218.00 PV 0.0 Pipe: 81 51.7 3.352 PL 172.00 PF 0.6 H43 37.5 0.0 85.5 0.0 1.9 120 FTG 2T PE 0.0 H83 37.5 0.0 84.9 0.0 0.003 TL 218.00 PV 0.0 Pipe: 82 43.8 3.352 PL 172.00 PF 0.4 H44 37.5 0.0 85.2 0.0 1.6 120 FTG 2T PE 0.0 H84 37.5 0.0 84.8 0.0 0.002 TL 218.00 PV 0.0 Pipe: 83 36.1 3.352 PL 172.00 PF 0.3 H45 37.5 0.0 84.9 0.0 1.3 120 FTG 2T PE 0.0 H85 37.5 0.0 84.6 0.0 0.001 TL 218.00 PV 0.0 Pipe: 84 31.1 3.352 PL 172.00 PF 0.2 H46 37.5 0.0 84.5 0.0 1.1 120 FTG 2T PE 0.0 H86 37.5 0.0 84.3 0.0 0.001 TL 218.00 PV 0.0 Pipe: 85 29.4 3.352 PL 172.00 PF 0.2 H47 37.5 0.0 84.2 0.0 1.1 120 FTG 2T PE 0.0 H87 37.5 0.0 84.0 0.0 0.001 TL 218.00 PV 0.0 Pipe: 86 31.5 3.352 PL 172.00 PF 0.2 H48 37.5 0.0 83.9 0.0 1.1 120 FTG 2T PE 0.0 H88 37.5 0.0 83.7 0.0 0.001 TL 218.00 PV 0.0 Pipe: 87 37.1 3.352 PL 172.00 PF 0.3 H49 37.5 0.0 83.6 0.0 1.3 120 FTG 2T PE 0.0 H89 37.5 0.0 83.3 0.0 0.001 TL 218.00 PV 0.0 Pipe: 88 45.9 3.352 PL 172.00 PF 0.5 H50 37.5 0.0 83.3 0.0 1.7 120 FTG 2T PE 0.0 H90 37.5 0.0 82.8 0.0 0.002 TL 218.00 PV 0.0 Pipe: 89 57.4 3.352 PL 172.00 PF 0.7 H51 37.5 0.0 83.0 0.0 2.1 120 FTG 2T PE 0.0 H91 37.5 0.0 82.3 0.0 0.003 TL 218.00 PV 0.0 Pipe: 90 71.6 3.352 PL 172.00 PF 1.0 H52 37.5 0.0 82.7 0.0 2.6 120 FTG 2T PE 0.0 H92 37.5 0.0 81.7 0.0 0.005 TL 218.00 PV 0.0 Pipe: 91 88.5 3.352 PL 172.00 PF 1.6 H53 37.5 0.0 82.5 0.0 3.2 120 FTG 2T PE 0.0 H93 37.5 0.0 80.9 0.0 0.007 TL 218.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 PIPE DATA (cont.) Page 11 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: 92 240.7 3.352 PL 106.00 PF 5.8 H54 37.5 0.0 81.4 0.0 8.8 120 FTG T PE 0.0 801 37.5 14.2 75.5 123.4 0.045 TL 129.00 PV 0.5 Pipe: 93 117.3 3.352 PL 10.00 PF 0.1 801 37.5 14.2 75.5 123.4 4.3 120 FTG ---- PE 0.0 802 37.5 14.2 75.4 123.3 0.012 TL 10.00 PV 0.1 Pipe: 94 -6.0 3.352 PL 10.00 PF 0.0 802 37.5 14.2 75.4 123.3 0.2 120 FTG ---- PE 0.0 803 37.5 14.2 75.4 123.3 0.000 TL 10.00 PV 0.0 Pipe: 95 -129.3 3.352 PL 10.00 PF 0.1 803 37.5 14.2 75.4 123.3 4.7 120 FTG ---- PE 0.0 804 37.5 14.2 75.5 123.4 0.014 TL 10.00 PV 0.1 Pipe: 96 -252.7 3.352 PL 36.00 PF 2.9 804 37.5 14.2 75.5 123.4 9.2 120 FTG T PE 0.0 H94 37.5 0.0 78.5 0.0 0.050 TL 59.00 PV 0.6 Pipe: 97 244.9 3.352 PL 106.00 PF 6.0 H55 37.5 0.0 81.2 0.0 8.9 120 FTG T PE 0.0 805 37.5 14.2 75.2 123.2 0.047 TL 129.00 PV 0.5 Pipe: 98 121.7 3.352 PL 10.00 PF 0.1 805 37.5 14.2 75.2 123.2 4.4 120 FTG ---- PE 0.0 806 37.5 14.2 75.1 123.0 0.013 TL 10.00 PV 0.1 Pipe: 99 -1.3 3.352 PL 10.00 PF 0.0 806 37.5 14.2 75.1 123.0 0.0 120 FTG ---- PE 0.0 807 37.5 14.2 75.1 123.0 0.000 TL 10.00 PV 0.0 Pipe: 100 -124.4 3.352 PL 10.00 PF 0.1 807 37.5 14.2 75.1 123.0 4.5 120 FTG ---- PE 0.0 808 37.5 14.2 75.2 123.2 0.013 TL 10.00 PV 0.1 Pipe: 101 -247.5 3.352 PL 36.00 PF 2.8 808 37.5 14.2 75.2 123.2 9.0 120 FTG T PE 0.0 H95 37.5 0.0 78.0 0.0 0.048 TL 59.00 PV 0.5 Pipe: 102 246.1 3.352 PL 106.00 PF 6.1 H56 37.5 0.0 81.2 0.0 8.9 120 FTG T PE 0.0 809 37.5 14.2 75.1 123.1 0.047 TL 129.00 PV 0.5 Pipe: 103 123.0 3.352 PL 10.00 PF 0.1 809 37.5 14.2 75.1 123.1 4.5 120 FTG ---- PE 0.0 810 37.5 14.2 75.0 123.0 0.013 TL 10.00 PV 0.1 Pipe: 104 -1.9 3.352 PL 10.00 PF 0.0 810 37.5 14.2 75.0 123.0 0.1 120 FTG ---- PE 0.0 811 37.5 14.2 75.0 123.0 0.000 TL 10.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 PIPE DATA (cont.) Page 12 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: 105 -123.0 3.352 PL 10.00 PF 0.1 811 37.5 14.2 75.0 123.0 4.5 120 FTG ---- PE 0.0 812 37.5 14.2 75.1 123.1 0.013 TL 10.00 PV 0.1 Pipe: 106 -246.1 3.352 PL 36.00 PF 2.8 812 37.5 14.2 75.1 123.1 8.9 120 FTG T PE 0.0 H96 37.5 0.0 77.9 0.0 0.047 TL 59,00 PV 0.5 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J 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 0.147 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 16.1 ft/sec at pipe 58. (3) (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 75.000 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 75.018 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 75.013 psi SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 (5) PIPE FITTINGS TABLE Pipe Table PAGE: B Diameter (in) Name: STANDARD.PIP MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 6.357 18.00 38.00 11.00 40.00 13.00 8.249 20.00 42.00 14.50 50.00 13.00 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 31.00 71.00 23.00 78.00 27.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA Page 13 in Feet G A GatVly AlmChk D DPV1v 4.00 34.00 59.00 4.00 32.00 30.00 in Feet G GatVly 7.00 in Feet G A D GATE -V AL -VA DRY -VA 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 OrN1NALtat JYa'1'r.M XIWZtAULlI. l&NALYalb rage 14 Date: 08/02/1999 ' JOB TITLE: Segale Building 981 System 8 WATER SUPPLY CURVE 180+ 165+ 1 150+ 135*\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ * <-128.0 psi @ 1500 gpm0 Flow Test Point P120+ R I E I X S 1 S105+ U I R I E 1 90+ ( P S 1 175+ ) 1 1 60+ 45+ 1 f 30+ LEGEND I" I X = Required Water Supply " 1 113.56 psi @ 1728.0 gpm 15+ I 0 = Available Water Supply " 1 125.91 psi @ 1728.0 gpm 1 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building System 9 FILE NUMBER: s981-9 DATE: Aug 02, 1999 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Storage DENSITY: 75 psi minimum pressure AREA OF APPLICATION: 12 Heads COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1477.8 gpm TOTAL WATER REQUIRED (including hose): 1727.9 gpm FLOW AND PRESSURE BASE OF RISER Node(4):1478 gpm @ 109.5 psi SPRINKLER ORIFICE SIZE: 14.2k NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/02/1999 S981-9 JOB TITLE: Segale 981 Building System 9 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 135.0 128.0 1500.0 125.9 1727.9 110.3 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 1727.9 GPM 250.0 GPM 0.0 GPM 1477.9 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 4 0.5 5 2.3 6 2.3 7 2.3 8 2.3 J10 30.6 J11 35.2 J20 35.2 J21 35.2 J22 35.2 J23 35.2 J24 35.2 J25 35.2 J26 35.2 J27 35.2 J28 35.2 J29 35.2 J30 35.2 J31 35.2 J32 35.2 J33 35.2 J34 35.2 J35 35.2 J36 35.2 J37 35.2 J38 35.2 J40 37.5 J41 37.5 J42 37.5 J43 37.5 J44 37.5 J45 37.5 J46 37.5 SOURCE 110.3 109.5 108.1 104.6 104.5 104.5 91.1 88.2 88.0 88.0 88.0 88.1 86.6 86.3 85.9 85.6 85.3 85.0 84.7 84.4 84.2 84.0 83.8 83.6 83.4 83.4 83.3 86.8 86.8 86.8 87.0 85.6 85.3 84.9 1477.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) J47 37.5 84.6 - - - J48 37.5 84.3 J49 37.5 - - - - 84.0 J50 37.5 83.7 J51 37.5 83.4 J52 37.5 83.2 J53 37.5 82.9 J54 37.5 82.6 J55 37.5 82.4 J56 37.5 81.3 J57 37.5 81.2 J58 37.5 81.1 J60 35.2 86.7 J61 35.2 86.7 J62 35.2 86.6 J63 35.2 86.5 J64 35.2 86.3 J65 35.2 86.1 J66 35.2 85.8 J67 35.2 85.5 J68 35.2 85.2 J69 35.2 84.9 J70 35.2 84.5 J71 35.2 84.1 J72 35.2 83.7 J73 35.2 83.2 J74 35.2 82.5 J75 35.2 81.7 J76 35.2 80.7 J77 35.2 80.3 J78 35.2 80.2 J80 37.5 85.8 J81 37.5 85.8 J82 37.5 85.8 J83 37.5 85.7 J84 37.5 85.4 J85 37.5 85.1 J86 37.5 84.8 J87 37.5 84.5 J88 37.5 84.2 J89 37.5 - - - - 83.9 J90 37.5 83.5 J91 37.5 - - - - 83.1 J92 37.5 82.8 J93 37.5 82.2 J94 37.5 81.6 J95 37.5 80.8 J96 37.5 78.5 J97 37.5 78.1 J98 37.5 77.9 901 37.5 K=14.20 75.5 123.4 902 37.5 K=14.20 75.4 123.3 903 37.5 K=14.20 75.4 123.3 904 37.5 K=14.20 75.5 123.4 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 905 37.5 K=14.20 75.2 123.1 906 37.5 K=14.20 75.1 123.0 907 37.5 K=14.20 75.1 123.0 908 37.5 K=14.20 75.2 123.2 909 37.5 K=14.20 75.1 123.1 910 37.5 K=14.20 75.0 123.0 911 37.5 K=14.20 75.0 123.0 912 37.5 K=14.20 75.1 123.1 Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 PIPE DATA Page 4 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 1477.9 10.400 PL 30.00 PF 0.5 CITY 0.0 SRCE 110.3 (N/A) 5.6 140 FTG ETG PE -0.2 4 0.5 0.0 109.5 0.0 0.004 TL 139.00 PV 0.2 Pipe: 2 1477.8 8.249 PL 1.50 PF 0.7 4 0.5 0.0 109.5 0.0 8.9 120 FTG T PE -0.8 5 2.3 0.0 108.1 0.0 0.016 TL 43.50 PV 0.5 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 108.1 0.0 3.5 psi, 1477.8 gpm 6 2.3 0.0 104.6 0.0 Pipe: 4 1477.9 8.249 PL 1.50 PF 0.0 6 2.3 0.0 104.6 0.0 8.9 120 FTG ---- PE 0.0 7 2.3 0.0 104.5 0.0 0.016 TL 1.50 PV 0.5 Pipe: 5 0.0 8.249 PL 2.00 PF 0.0 7 2.3 0.0 104.5 0.0 0.0 120 FTG ---- PE 0.0 8 2.3 0.0 104.5 0.0 0.000 TL 2.00 PV 0.0 Pipe: 6 1477.8 8.249 PL 26.00 PF 1.2 7 2.3 0.0 104.5 0.0 8.9 120 FTG TG PE -12.3 J10 30.6 0.0 91.1 0.0 0.016 TL 72.00 PV 0.5 Pipe: 7 1477.8 6.357 PL 14.92 PF 0.9 J10 30.6 0.0 91.1 0.0 14.9 120 FTG ---- PE -2.0 J11 35.2 0.0 88.2 0.0 0.058 TL 14.92 PV 1.5 Pipe: 8 -74.4 6.357 PL 10.00 PF 0.0 J20 35.2 0.0 88.0 0.0 0.8 120 FTG ---- PE 0.0 J21 35.2 0.0 88.0 0.0 0.000 TL 10.00 PV 0.0 Pipe: 9 -149.3 6.357 PL 10.00 PF 0.0 J21 35.2 0.0 88.0 0.0 1.5 120 FTG ---- PE 0.0 J22 35.2 0.0 88.0 0.0 0.001 TL 10.00 PV 0.0 Pipe: 10 -226.0 6.357 PL 29.79 PF 0.1 J22 35.2 0.0 88.0 0.0 2.3 120 FTG 2E PE 0.0 J23 35.2 0.0 88.1 0.0 0.002 TL 65.79 PV 0.0 Pipe: 11 -305.9 6.357 PL 5.08 PF 0.1 J23 35.2 0.0 88.1 0.0 3.1 120 FTG T PE 0.0 J11 35.2 0.0 88.2 0.0 0.003 TL 43.08 PV 0.1 Pipe: 12 1172.0 6.357 PL 4.92 PF 1.6 Jil 35.2 0.0 88.2 0.0 11.8 120 FTG T PE 0.0 J24 35.2 0.0 86.6 0.0 0.038 TL 42.92 PV 0.9 Pipe: 13 1139.3 6.357 PL 10.00 PF 0.4 J24 35.2 0.0 86.6 0.0 11.5 120 FTG ---- PE 0.0 J25 35.2 0.0 86.3 0.0 0.036 TL 10.00 PV 0.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 PIPE DATA (cont.) Page 5 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 1114.3 6.357 PL 10.00 PF 0.3 J25 35.2 0.0 86.3 0.0 11.3 120 FTG ---- PE 0.0 J26 35.2 0.0 85.9 0.0 0.034 TL 10.00 PV 0.9 Pipe: 15 1095.0 6.357 PL 10.00 PF 0.3 J26 35.2 0.0 85.9 0.0 11.1 120 FTG ---- PE 0.0 J27 35.2 0.0 85.6 0.0 0.033 TL 10.00 PV 0.8 Pipe: 16 1078.7 6.357 PL 10.00 PF 0.3 J27 35.2 0.0 85.6 0.0 10.9 120 FTG ---- PE 0.0 J28 35.2 0.0 85.3 0.0 0.032 TL 10.00 PV 0.8 Pipe: 17 1062.1 6.357 PL 9.00 PF 0.3 J28 35.2 0.0 85.3 0.0 10.7 120 FTG ---- PE 0.0 J29 35.2 0.0 85.0 0.0 0.031 TL 9.00 PV 0.8 Pipe: 18 1042.5 6.357 PL 9.00 PF 0.3 J29 35.2 0.0 85.0 0.0 10.5 120 FTG ---- PE 0.0 J30 35.2 0.0 84.7 0.0 0.030 TL 9.00 PV 0.7 Pipe: 19 1017.1 6.357 PL 10.00 PF 0.3 330 35.2 0.0 84.7 0.0 10.3 120 FTG ---- PE 0.0 J31 35.2 0.0 84.4 0.0 0.029 TL 10.00 PV 0.7 Pipe: 20 983.3 6.357 PL 8.00 PF 0.2 J31 35.2 0.0 84.4 0.0 9.9 120 FTG ---- PE 0.0 J32 35.2 0.0 84.2 0.0 0.027 TL 8.00 PV 0.7 Pipe: 21 940.9 6.357 PL 10.00 PF 0.2 J32 35.2 0.0 84.2 0.0 9.5 120 FTG ---- PE 0.0 J33 35.2 0.0 84.0 0.0 0.025 TL 10.00 PV 0.6 Pipe: 22 885.5 6.357 PL 10.00 PF 0.2 J33 35.2 0.0 84.0 0.0 9.0 120 FTG ---- PE 0.0 J34 35.2 0.0 83.8 0.0 0.022 TL 10.00 PV 0.5 Pipe: 23 815.2 6.357 PL 10.00 PF 0.2 J34 35.2 0.0 83.8 0.0 8.2 120 FTG ---- PE 0.0 J35 35.2 0.0 83.6 0.0 0.019 TL 10.00 PV 0.5 Pipe: 24 727.3 6.357 PL 9.00 PF 0.1 J35 35.2 0.0 83.6 0.0 7.4 120 FTG ---- PE 0.0 J36 35.2 0.0 83.4 0.0 0.016 TL 9.00 PV 0.4 Pipe: 25 487.8 6.357 PL 9.00 PF 0.1 J36 35.2 0.0 83.4 0.0 4.9 120 FTG ---- PE 0.0 J37 35.2 0.0 83.4 0.0 0.007 TL 9.00 PV 0.2 Pipe: 26 244.5 6.357 PL 10.00 PF 0.0 J37 35.2 0.0 83.4 0.0 2.5 120 FTG ---- PE 0.0 J38 35.2 0.0 83.3 0.0 0.002 TL 10.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 PIPE DATA (cont.) Page 6 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 74.4 3.352 PL 2.29 PF 0.1 J20 35.2 0.0 88.0 0.0 2.7 120 FTG T PE -1.0 J40 37.5 0.0 86.8 0.0 0.005 TL 25.29 PV 0.0 Pipe: 28 74.9 3.352 PL 2.29 PF 0.1 J21 35.2 0.0 88.0 0.0 2.7 120 FTG T PE -1.0 J41 37.5 0.0 86.8 0.0 0.005 TL 25.29 PV 0.0 Pipe: 29 76.8 3.352 PL 2.29 PF 0.1 J22 35.2 0.0 88.0 0.0 2.8 120 FTG- T PE -1.0 J42 37.5 0.0 86.8 0.0 0.005 TL 25.29 PV 0.1 Pipe: 30 79.8 3.352 PL 2.29 PF 0.1 J23 35.2 0.0 88.1 0.0 2.9 120 FTG T PE -1.0 J43 37.5 0.0 87.0 0.0 0.006 TL 25.29 PV 0.1 Pipe: 31 32.6 3.352 PL 2.29 PF 0.0 J24 35.2 0.0 86.6 0.0 1.2 120 FTG T PE -1.0 J44 37.5 0.0 85.6 0.0 0.001 TL 25.29 PV 0.0 Pipe: 32 25.0 3.352 PL 2.29 PF 0.0 J25 35.2 0.0 86.3 0.0 0.9 120 FTG T PE -1.0 J45 37.5 0.0 85.3 0.0 0.001 TL 25.29 PV 0.0 Pipe: 33 19.4 3.352 PL 2.29 PF 0.0 J26 35.2 0.0 85.9 0.0 0.7 120 FTG T PE -1.0 J46 37.5 0.0 84.9 0.0 0.000 TL 25.29 PV 0.0 Pipe: 34 16.3 3.352 PL 2.29 PF 0.0 J27 35.2 0.0 85.6 0.0 0.6 120 FTG T PE -1.0 J47 37.5 0.0 84.6 0.0 0.000 TL 25.29 PV 0.0 Pipe: 35 16.5 3.352 PL 2.29 PF 0.0 J28 35.2 0.0 85.3 0.0 0.6 120 FTG T PE -1.0 J48 37.5 0.0 84.3 0.0 0.000 TL 25.29 PV 0.0 Pipe: 36 19.7 3.352 PL 2.29 PF 0.0 J29 35.2 0.0 85.0 0.0 0.7 120 FTG T PE -1.0 J49 37.5 0.0 84.0 0.0 0.000 TL 25.29 PV 0.0 Pipe: 37 25.3 3.352 PL 2.29 PF 0.0 J30 35.2 0.0 84.7 0.0 0.9 120 FTG T PE -1.0 J50 37.5 0.0 83.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 38 33.8 3.352 PL 2.29 PF 0.0 J31 35.2 0.0 84.4 0.0 1.2 120 FTG T PE -1.0 J51 37.5 0.0 83.4 0.0 0.001 TL 25.29 PV 0.0 Pipe: 39 42.4 3.352 PL 2.29 PF 0.0 J32 35.2 0.0 84.2 0.0 1.5 120 FTG T PE -1.0 J52 37.5 0.0 83.2 0.0 0.002 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 PIPE DATA (cont.) Page 7 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 55.3 3.352 PL 2.29 PF 0.1 J33 35.2 0.0 84.0 0.0 2.0 120 FTG T PE -1.0 J53 37.5 0.0 82.9 0.0 0.003 TL 25.29 PV 0.0 Pipe: 41 70.4 3.352 PL 2.29 PF 0.1 J34 35.2 0.0 83.8 0.0 2.6 120 FTG T PE -1.0 J54 37.5 0.0 82.6 0.0 0.005 TL 25.29 PV 0.0 Pipe: 42 87.9 3.352 PL 2.29 PF 0.2 J35 35.2 0.0 83.6 - 0.0 3.2 120 FTG T PE -1.0 J55 37.5 0.0 82.4 0.0 0.007 TL 25.29 PV 0.1 Pipe: 43 239.5 3.352 PL 2.29 PF 1.1 J36 35.2 0.0 83.4 0.0 8.7 120 FTG T PE -1.0 J56 37.5 0.0 81.3 0.0 0.045 TL 25.29 PV 0.5 Pipe: 44 243.3 3.352 PL 2.29 PF 1.2 J37 35.2 0.0 83.4 0.0 8.8 120 FTG T PE -1.0 J57 37.5 0.0 81.2 0.0 0.046 TL 25.29 PV 0.5 Pipe: 45 244.5 3.352 PL 2.29 PF 1.2 J38 35.2 0.0 83.3 0.0 8.9 120 FTG T PE -1.0 J58 37.5 0.0 81.1 0.0 0.047 TL 25.29 PV 0.5 Pipe: 46 74.4 4.352 PL 10.00 PF 0.0 J60 35.2 0.0 86.7 0.0 1.6 120 FTG ---- PE 0.0 J61 35.2 0.0 86.7 0.0 0.001 TL 10.00 PV 0.0 Pipe: 47 149.3 4.352 PL 10.00 PF 0.1 J61 35.2 0.0 86.7 0.0 3.2 120 FTG ---- PE 0.0 J62 35.2 0.0 86.6 0.0 0.005 TL 10.00 PV 0.1 Pipe: 48 226.0 4.352 PL 10.00 PF 0.1 J62 35.2 0.0 86.6 0.0 4.9 120 FTG ---- PE 0.0 J63 35.2 0.0 86.5 0.0 0.011 TL 10.00 PV 0.2 Pipe: 49 305.9 4.352 PL 10.00 PF 0.2 J63 35.2 0.0 86.5 0.0 6.6 120 FTG ---- PE 0.0 J64 35.2 0.0 86.3 0.0 0.020 TL 10.00 PV 0.3 Pipe: 50 338.5 4.352 PL 10.00 PF 0.2 J64 35.2 0.0 86.3 0.0 7.3 120 FTG ---- PE 0.0 J65 35.2 0.0 86.1 0.0 0.024 TL 10.00 PV 0.4 Pipe: 51 363.5 4.352 PL 10.00 PF 0.3 J65 35.2 0.0 86.1 0.0 7.8 120 FTG ---- PE 0.0 J66 35.2 0.0 85.8 0.0 0.027 TL 10.00 PV 0.4 Pipe: 52 382.9 4.352 PL 10.00 PF 0.3 J66 35.2 0.0 85.8 0.0 8.3 120 FTG ---- PE 0.0 J67 35.2 0.0 85.5 0.0 0.030 TL 10.00 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 PIPE DATA (cont.) Page 8 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: 53 399.2 4.352 PL 10.00 PF 0.3 J67 35.2 0.0 85.5 0.0 8.6 120 FTG ---- PE 0.0 J68 35.2 0.0 85.2 0.0 0.032 TL 10.00 PV 0.5 Pipe: 54 415.7 4.352 PL 9.00 PF 0.3 J68 35.2 0.0 85.2 0.0 9.0 120 FTG ---- PE 0.0 J69 35.2 0.0 84.9 0.0 0.035 TL 9.00 PV 0.5 Pipe: 55 435.4 4.352 PL 9.00 PF 0.3 J69 35.2 0.0 84.9 0.0 9.4 120 FTG ---- PE 0.0 J70 35.2 0.0 84.5 0.0 0.038 TL 9.00 PV 0.6 Pipe: 56 460.7 4.352 PL 10.00 PF 0.4 J70 35.2 0.0 84.5 0.0 9.9 120 FTG ---- PE 0.0 J71 35.2 0.0 84.1 0.0 0.042 TL 10.00 PV 0.7 Pipe: 57 494.5 4.352 PL 8.00 PF 0.4 J71 35.2 0.0 84.1 0.0 10.7 120 FTG ---- PE 0.0 J72 35.2 0.0 83.7 0.0 0.048 TL 8.00 PV 0.8 Pipe: 58 537.0 4.352 PL 10.00 PF 0.6 J72 35.2 0.0 83.7 0.0 11.6 120 FTG ---- PE 0.0 J73 35.2 0.0 83.2 0.0 0.056 TL 10.00 PV 0.9 Pipe: 59 592.3 4.352 PL 10.00 PF 0.7 J73 35.2 0.0 83.2 0.0 12.8 120 FTG ---- PE 0.0 J74 35.2 0.0 82.5 0.0 0.067 TL 10.00 PV 1.1 Pipe: 60 662.6 4.352 PL 10.00 PF 0.8 J74 35.2 0.0 82.5 0.0 14.3 120 FTG ---- PE 0.0 J75 35.2 0.0 81.7 0.0 0.083 TL 10.00 PV 1.4 Pipe: 61 750.5 4.352 PL 9.00 PF 0.9 J75 35.2 0.0 81.7 0.0 16.2 120 FTG ---- PE 0.0 J76 35.2 0.0 80.7 0.0 0.104 TL 9.00 PV 1.8 Pipe: 62 496.7 4.352 PL 9.00 PF 0.4 J76 35.2 0.0 80.7 0.0 10.7 120 FTG ---- PE 0.0 J77 35.2 0.0 80.3 0.0 0.049 TL 9.00 PV 0.8 Pipe: 63 247.6 4.352 PL 10.00 PF 0.1 J77 35.2 0.0 80.3 0.0 5.3 120 FTG ---- PE 0.0 J78 35.2 0.0 80.2 0.0 0.013 TL 10.00 PV 0.2 Pipe: 64 -74.4 3.352 PL 2.29 PF 0.1 360 35.2 0.0 86.7 0.0 2.7 120 FTG T PE -1.0 J80 37.5 0.0 85.8 0.0 0.005 TL 25.29 PV 0.0 Pipe: 65 -74.9 3.352 PL 2.29 PF 0.1 J61 35.2 0.0 86.7 0.0 2.7 120 FTG T PE -1.0 J81 37.5 0.0 85.8 0.0 0.005 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 PIPE DATA (cont.) Page 9 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: 66 -76.8 3.352 PL 2.29 PF 0.1 J62 35.2 0.0 86.6 0.0 2.8 120 FTG T PE -1.0 J82 37.5 0.0 85.8 0.0 0.005 TL 25.29 PV 0.1 Pipe: 67 -79.8 3.352 PL 2.29 PF 0.1 J63 35.2 0.0 86.5 0.0 2.9 120 FTG T PE -1.0 J83 37.5 0.0 85.7 0.0 0.006 TL 25.29 PV 0.1 Pipe: 68 -32.6 3.352 PL 2.29 PF 0.0 J64 35.2 0.0 86.3 0.0 1.2 120 FTG T PE -1.0 J84 37.5 0.0 85.4 0.0 0.001 TL 25.29 PV 0.0 Pipe: 69 -25.0 3.352 PL 2.29 PF 0.0 J65 35.2 0.0 86.1 0.0 0.9 120 FTG T PE -1.0 J85 37.5 0.0 85.1 0.0 0.001 TL 25.29 PV 0.0 Pipe: 70 -19.4 3.352 PL 2.29 PF 0.0 J66 35.2 0.0 85.8 0.0 0.7 120 FTG T PE -1.0 J86 37.5 0.0 84.8 0.0 0.000 TL 25.29 PV 0.0 Pipe: 71 -16.3 3.352 PL 2.29 PF 0.0 J67 35.2 0.0 85.5 0.0 0.6 120 FTG T PE -1.0 J87 37.5 0.0 84.5 0.0 0.000 TL 25.29 PV 0.0 Pipe: 72 -16.5 3.352 PL 2.29 PF 0.0 J68 35.2 0.0 85.2 0.0 0.6 120 FTG T PE -1.0 J88 37.5 0.0 84.2 0.0 0.000 TL 25.29 PV 0.0 Pipe: 73 -19.7 3.352 PL 2.29 PF 0.0 J69 35.2 0.0 84.9 0.0 0.7 120 FTG T PE -1.0 J89 37.5 0.0 83.9 0.0 0.000 TL 25.29 PV 0.0 Pipe: 74 -25.3 3.352 PL 2.29 PF 0.0 J70 35.2 0.0 84.5 0.0 0.9 120 FTG T PE -1.0 J90 37.5 0.0 83.5 0.0 0.001 TL 25.29 PV 0.0 Pipe: 75 -33.8 3.352 PL 2.29 PF 0.0 J71 35.2 0.0 84.1 0.0 1.2 120 FTG T PE -1.0 J91 37.5 0.0 83.1 0.0 0.001 TL 25.29 PV 0.0 Pipe: 76 -42.4 3.352 PL 2.29 PF 0.0 J72 35.2 0.0 83.7 0.0 1.5 120 FTG T PE -1.0 J92 37.5 0.0 82.8 0.0 0.002 TL 25.29 PV 0.0 Pipe: 77 -55.3 3.352 PL 2.29 PF 0.1 J73 35.2 0.0 83.2 0.0 2.0 120 FTG T PE -1.0 J93 37.5 0.0 82.2 0.0 0.003 TL 25.29 PV 0.0 Pipe: 78 -70.4 3.352 PL 2.29 PF 0.1 J74 35.2 0.0 82.5 0.0 2.6 120 FTG T PE -1.0 J94 37.5 0.0 81.6 0.0 0.005 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 PIPE DATA (cont.) Page 10 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: 79 -87.9 3.352 PL 2.29 PF 0.2 J75 35.2 0.0 81.7 0.0 3.2 120 FTG T PE -1.0 J95 37.5 0.0 80.8 0.0 0.007 TL 25.29 PV 0.1 Pipe: 80 253.8 3.352 PL 2.29 PF 1.3 J76 35.2 0.0 80.7 0.0 9.2 120 FTG T PE -1.0 J96 37.5 0.0 78.5 0.0 0.050 TL 25.29 PV 0.6 Pipe: 81 249.1 3.352 PL 2.29 PF 1.2 J77 35.2 0.0 80.3 0.0 - 9.1 120 FTG T PE -1.0 J97 37.5 0.0 78.1 0.0 0.048 TL 25.29 PV 0.6 Pipe: 82 247.6 3.352 PL 2.29 PF 1.2 J78 35.2 0.0 80.2 0.0 9.0 120 FTG T PE -1.0 J98 37.5 0.0 77.9 0.0 0.048 TL 25.29 PV 0.5 Pipe: 83 74.4 3.352 PL 150.00 PF 1.0 J40 37.5 0.0 86.8 0.0 2.7 120 FTG 2T PE 0.0 J80 37.5 0.0 85.8 0.0 0.005 TL 196.00 PV 0.0 Pipe: 84 74.9 3.352 PL 150.00 PF 1.0 J41 37.5 0.0 86.8 0.0 2.7 120 FTG 2T PE 0.0 J81 37.5 0.0 85.8 0.0 0.005 TL 196.00 PV 0.0 Pipe: 85 76.8 3.352 PL 150.00 PF 1.1 J42 37.5 0.0 86.8 0.0 2.8 120 FTG 2T PE 0.0 J82 37.5 0.0 85.8 0.0 0.005 TL 196.00 PV 0.1 Pipe: 86 79.8 3.352 PL 172.00 PF 1.3 J43 37.5 0.0 87.0 0.0 2.9 120 FTG 2T PE 0.0 J83 37.5 0.0 85.7 0.0 0.006 TL 218.00 PV 0.1 Pipe: 87 32.6 3.352 PL 172.00 PF 0.2 J44 37.5 0.0 85.6 0.0 1.2 120 FTG 2T PE 0.0 J84 37.5 0.0 85.4 0.0 0.001 TL 218.00 PV 0.0 Pipe: 88 25.0 3.352 PL 172.00 PF 0.1 J45 37.5 0.0 85.3 0.0 0.9 120 FTG 2T PE 0.0 J85 37.5 0.0 85.1 0.0 0.001 TL 218.00 PV 0.0 Pipe: 89 19.4 3.352 PL 172.00 PF 0.1 J46 37.5 0.0 84.9 0.0 0.7 120 FTG 2T PE 0.0 J86 37.5 0.0 84.8 0.0 0.000 TL 218.00 PV 0.0 Pipe: 90 16.3 3.352 PL 172.00 PF 0.1 J47 37.5 0.0 84.6 0.0 0.6 120 FTG 2T PE 0.0 J87 37.5 0.0 84.5 0.0 0.000 TL 218.00 PV 0.0 Pipe: 91 16.5 3.352 PL 172.00 PF 0.1 J48 37.5 0.0 84.3 0.0 0.6 120 FTG 2T PE 0.0 J88 37.5 0.0 84.2 0.0 0.000 TL 218.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 PIPE DATA (cont.) Page 11 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: 92 19.7 3.352 PL 172.00 PF 0.1 J49 37.5 0.0 84.0 0.0 0.7 120 FTG 2T PE 0.0 J89 37.5 0.0 83.9 0.0 0.000 TL 218.00 PV 0.0 Pipe: 93 25.3 3.352 PL 172.00 PF 0.2 J50 37.5 0.0 83.7 0.0 0.9 120 FTG 2T PE 0.0 J90 37.5 0.0 83.5 0.0 0.001 TL 218.00 PV 0.0 Pipe: 94 33.8 3.352 PL 172.00 PF 0.3 J51 37.5 0.0 83.4 0.0 1.2 -120 FTG 2T PE 0.0 J91 37.5 0.0 83.1 0.0 0.001 TL 218.00 PV 0.0 Pipe: 95 42.4 3.352 PL 172.00 PF 0.4 J52 37.5 0.0 83.2 0.0 1.5 120 FTG 2T PE 0.0 J92 37.5 0.0 82.8 0.0 0.002 TL 218.00 PV 0.0 Pipe: 96 55.3 3.352 PL 172.00 PF 0.7 J53 37.5 0.0 82.9 0.0 2.0 120 FTG 2T PE 0.0 J93 37.5 0.0 82.2 0.0 0.003 TL 218.00 PV 0.0 Pipe: 97 70.4 3.352 PL 172.00 PF 1.0 J54 37.5 0.0 82.6 0.0 2.6 120 FTG 2T PE 0.0 J94 37.5 0.0 81.6 0.0 0.005 TL 218.00 PV 0.0 Pipe: 98 87.9 3.352 PL 172.00 PF 1.5 J55 37.5 0.0 82.4 0.0 3.2 120 FTG 2T PE 0.0 J95 37.5 0.0 80.8 0.0 0.007 TL 218.00 PV 0.1 Pipe: 99 239.5 3.352 PL 106.00 PF 5.8 J56 37.5 0.0 81.3 0.0 8.7 120 FTG T PE 0.0 901 37.5 14.2 75.5 123.4 0.045 TL 129.00 PV 0.5 Pipe: 100 116.1 3.352 PL 10.00 PF 0.1 901 37.5 14.2 75.5 123.4 4.2 120 FTG ---- PE 0.0 902 37.5 14.2 75.4 123.3 0.012 TL 10.00 PV 0.1 Pipe: 101 -7.2 3.352 PL 10.00 PF 0.0 902 37.5 14.2 75.4 123.3 0.3 120 FTG ---- PE 0.0 903 37.5 14.2 75.4 123.3 0.000 TL 10.00 PV 0.0 Pipe: 102 -130.4 3.352 PL 10.00 PF 0.1 903 37.5 14.2 75.4 123.3 4.7 120 FTG ---- PE 0.0 904 37.5 14.2 75.5 123.4 0.015 TL 10.00 PV 0.2 Pipe: 103 -253.8 3.352 PL 36.00 PF 2.9 904 37.5 14.2 75.5 123.4 9.2 120 FTG T PE 0.0 J96 37.5 0.0 78.5 0.0 0.050 TL 59.00 PV 0.6 Pipe: 104 243.3 3.352 PL 106.00 PF 6.0 J57 37.5 0.0 81.2 0.0 8.8 120 FTG T PE 0.0 905 37.5 14.2 75.2 123.1 0.046 TL 129.00 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT Pipe: 105 905 37.5 14.2 75.2 906 37.5 14.2 75.1 Pipe: 106 906 37.5 14.2 907 37.5 14.2 Pipe: 907 • 908 120.2 3.352 123.1 4.4 120 123.0 0.013 -2.9 3.352 75.1 123.0 0.1 120 75.1 123.0 0.000 107 37.5 14.2 75.1 37.5 14.2 75.2 Pipe: 108 908 37.5 14.2 75.2 J97 37.5 0.0 78.1 Pipe: 109 J58 37.5 0.0 81.1 909 37.5 14.2 75.1 Pipe: 110 909 37.5 14.2 75.1 910 37.5 14.2 75.0 Pipe: 910 911 111 37.5 14.2 37.5 14.2 -125.9 3.352 123.0 4.6 120 123.2 0.014 -249.1 3.352 123.2 9.1 120 0.0 0.048 244.5 3.352 0.0 8.9 120 0.047 123.1 121.4 3.352 123.1 4.4 120 123.0 0.013 -1.5 3.352 75.0 123.0 0.1 120 75.0 123.0 0.000 Pipe: 112 911 37.5 14.2 75.0 912 37.5 14.2 75.1 Pipe: 113 912 37.5 14.2 75.1 J98 37.5 0.0 77.9 -124.5 3.352 123.0 4.5 120 123.1 0.013 -247.6 3.352 123.1 9.0 120 0.0 0.048 PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 PL 36.00 FTG T TL 59.00 PL 106.00 FTG T TL 129.00 PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 PL 36.00 FTG T TL 59.00 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 Page 12 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.1 2.8 0.0 0.6 6.0 0.0 0.5 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.1 2.8 0.0 0.5 program The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.090 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 61. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: c. Minimum pressure one sprinkler space d. Minimum pressure one sprinkler space (5) PIPE FITTINGS TABLE Pipe Table PAGE: B Diameter (in) with remote area shifted toward left cross main: with remote area shifted toward right cross main: Name: STANDARD.PIP MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 6.357 18.00 38.00 11.00 40.00 13.00 8.249 20.00 42.00 14.50 50.00 13.00 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 31.00 71.00 23.00 78.00 27.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA 75.000 psi 75.012 psi 75.021 psi Page 13 in Feet G A GatVly A1mChk D DPV1v 4.00 34.00 59.00 4.00 32.00 30.00 in Feet G GatVly 7.00 in Feet G A D GATE -V AL -VA DRY -VA 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 9 WATER SUPPLY CURVE Page 14 180+ 165+ 150+ 135*\\\\\\\\\\\\\\\\\\ i \\\\\\\\\\\\\\\\\\\ n. * <-128.0 psi @ 1500 gpm0 Flow Test Point P120+ R I E I S I X S105+ U I R I E I 90+ ( I P S I 75+ ) I 60+ 1 1 45+ 30+ LEGEND 1 I X = Required Water Supply I 110.30 psi @ 1727.9 gpm 15+ I 0 = Available Water Supply 1 125.91 psi @ 1727.9 gpm 1 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building Under Mezz Area FILE NUMBER: s981 -m DATE: Aug 02, 1999 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .13 gpm/sq. ft. AREA OF APPLICATION: 3000 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 33 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 592.1 gpm TOTAL WATER REQUIRED (including hose): 1292.2 gpm FLOW AND PRESSURE BASE OF RISER Node(4):592.1 gpm @ 119.0 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/02/1999 5981-M JOB TITLE: Segale 981 Building System 1 Under Mezz Area 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 135.0 128.0 1500.0 129.7 1292.2 119.4 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 1292.2 GPM 550.0 GPM 150.0 GPM 592.2 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 SOURCE 119.4 742.2 4 0.5 HOSE STREAM 119.0 150.0 5 2.3 118.1 6 2.3 114.6 7 2.3 114.6 8 2.3 114.6 9 2.3 114.6 B10 30.8 102.1 Bil 30.8 101.5 B14 35.2 99.2 B15 35.2 99.1 B20 35.2 98.8 B21 35.2 98.7 B22 35.2 98.7 B23 35.2 98.6 B24 35.2 98.6 B25 35.2 - - - - 98.6 B26 35.2 98.5 B27 35.2 98.5 B28 35.2 - - - - 98.5 B29 35.2 98.5 B30 35.2 98.5 B31 35.2 98.5 B40 37.5 97.7 B41 37.5 97.6 B42 37.5 97.6 B43 37.5 97.5 B44 37.5 97.5 B45 37.5 97.5 B46 37.5 97.5 B47 37.5 97.5 B48 37.5 97.5 B49 37.5 - - - - 97.5 B50 37.5 97.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) B51 37.5 - - - - 97.5 - - - B60 35.2 - - - - 97.3 - - - B61 35.2 - - - - 97.3 - - - B62 35.2 - - - - 97.3 - - - B63 35.2 - - - - 97.6 - - - B64 35.2 - - - - 97.8 - - - B65 35.2 - - - - 97.9 - - - B66 35.2 - - - - 98.0 - - - B67 35.2 - - - - 98.1 - - - B68 35.2 - - - - 98.1 - - - B69 35.2 - - - - 98.2 - - - B70 35.2 - - - - 98.2 - - - B71 35.2 - - - - 98.2 - - - B80 37.5 - - - - 96.4 - - - B81 37.5 - - - - 96.4 - - - B82 37.5 - - - - 96.4 - - - B83 37.5 - - - - 96.6 - - - B84 37.5 - - - - 96.8 - - - B85 37.5 - - - - 97.0 - - - B86 37.5 - - - - 97.1 - - - B87 37.5 - - - - 97.1 - - - B88 37.5 - - - - 97.2 - - - B89 37.5 - - - 97.2 - - - B90 37.5 - - - - 97.2 - - - B91 37.5 - - - - 97.2 - - - 101 37.5 - - - - 97.3 - - - 102 37.5 - - - - 97.3 - - - 103 37.5 - - - - 97.3 - - - 104 37.5 - - - - 97.3 - - - 105 37.5 - - - - 97.3 - - - 106 37.5 - - - - 97.3 - - - 107 37.5 - - - - 97.3 - - - 108 37.5 - - - - 97.3 - - - 109 37.5 - - - - 97.3 - - - 110 37.5 - - - - 97.3 - - - 111 37.5 - - - - 97.3 - - - 112 37.5 - - - - 97.3 - - - 113 37.5 - - - - 97.3 - - - 114 37.5 - - - - 97.3 - - - 115 37.5 - - - - 97.3 - - - 116 37.5 - - - - 97.3 - - - 117 37.5 - - - - 97.3 - - - 118 37.5 - - - - 97.3 - - - A 35.2 - - - - 96.8 - - - 30 35.2 - - - - 87.1 - - - 31 11.2 - - - - 89.1 - - - 32 11.2 - - - - 73.1 - - - 33 11.2 - - - - 56.8 - - - 34 11.2 - - - - 36.9 - - - 50 11.2 - - - - 28.9 - - - 51 11.2 - - - - 22.9 - - - 52 11.2 - - - - 19.4 - - - 53 11.2 - - - - 18.2 - - - 55 12.2 - - - - 28.3 - - - Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 56 12.2 - - - - 19.8 57 12.2 15.3 58 12.2 14.4 U1 12.2 28.0 U2 12.2 17.1 U3 12.2 15.4 U4 12.2 14.4 U5 12.2 14.1 U6 12.2 16.5 U7 12.2 14.7 U8 12.2 - - - - 13.8 U9 12.2 13.7 U10 12.2 - - - - 11.5 - - - U11 12.2 - - - - 10.5 - - - U12 12.2 9.3 U13 12.2 8.5 U14 12.2 8.2 U15 12.2 8.1 U16 12.2 12.1 U17 12.2 10.0 U18 12.2 8.7 U19 12.2 8.3 U20 12.2 8.0 U21 12.2 7.9 U22 12.2 10.8 U23 12.2 9.8 U24 12.2 8.7 U25 12.2 8.0 U26 12.2 - - - - 7.7 U27 12.2 7.6 U28 12.2 11.4 U29 12.2 9.4 U30 12.2 8.2 U31 12.2 7.7 U32 12.2 7.5 U33 12.2 7.5 U51 13.2 K= 5.62 27.4 29.4 U52 13.2 K= 5.62 16.6 22.9 U53 13.2 K= 5.62 14.9 21.7 U54 13.2 K= 5.62 13.9 21.0 U55 13.2 K= 5.62 13.6 20.8 U56 13.2 K= 5.62 15.9 22.4 U57 13.2 K= 5.62 14.2 21.2 U58 13.2 K= 5.62 13.3 20.5 U59 13.2 K= 5.62 13.2 20.4 U60 13.2 K= 5.62 11.1 18.7 U61 13.2 K= 5.62 10.0 17.8 U62 13.2 K= 5.62 8.8 16.7 U63 13.2 K= 5.62 8.0 15.9 U64 13.2 K= 5.62 7.7 15.6 U65 13.2 K= 5.62 7.6 15.5 U66 13.2 K= 5.62 11.6 19.2 U67 13.2 K= 5.62 9.6 17.4 U68 13.2 K= 5.62 8.3 16.1 Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) U69 13.2 K= 5.62 7.8 15.7 U70 13.2 K= 5.62 7.5 15.4 U71 13.2 K= 5.62 7.4 15.3 U72 13.2 K= 5.62 10.4 18.1 U73 13.2 K= 5.62 9.4 17.2 U74 13.2 K= 5.62 8.2 16.1 U75 13.2 K= 5.62 7.5 15.4 U76 13.2 K= 5.62 7.2 15.1 U77 13.2 K= 5.62 7.1 15.0 U78 13.2 K= 5.62 10.9 18.5 U79 13.2 K= 5.62 8.9 16.8 U80 13.2 K= 5.62 7.7 15.6 U81 13.2 K= 5.62 7.3 15.2 U82 13.2 K= 5.62 7.0 14.9 U83 13.2 K= 5.62 7.0 14.9 Page 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA Page 5 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: 1 742.2 10.400 PL 30.00 PF 0.2 CITY 0.0 SRCE 119.4 (N/A) 2.8 140 FTG ETG PE -0.2 4 0.5 H.S. 119.0 150.0 0.001 TL 139.00 PV 0.1 Pipe: 2 592.1 8.249 PL 1.50 PF 0.1 4 0.5 H.S. 119.0 150.0 3.6 120 FTG E PE -0.8 5 2.3 0.0 118.1 0.0 0.003 TL 21.50 PV 0.1 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 118.1 0.0 3.5 psi, 592.1 gpm 6 2.3 0.0 114.6 0.0 Pipe: 4 592.1 8.249 PL 1.50 PF 0.0 6 2.3 0.0 114.6 0.0 3.6 120 FTG ---- PE 0.0 7 2.3 0.0 114.6 0.0 0.003 TL 1.50 PV 0.1 Pipe: 5 592.1 8.249 PL 2.00 PF 0.0 7 2.3 0.0 114.6 0.0 3.6 120 FTG ---- PE 0.0 8 2.3 0.0 114.6 0.0 0.003 TL 2.00 PV 0.1 Pipe: 6 0.0 8.249 PL 2.00 PF 0.0 8 2.3 0.0 114.6 0.0 0.0 120 FTG ---- PE 0.0 9 2.3 0.0 114.6 0.0 0.000 TL 2.00 PV 0.0 Pipe: 7 592.1 8.249 PL 26.21 PF 0.2 8 2.3 0.0 114.6 0.0 3.6 120 FTG TG PE -12.3 B10 30.8 0.0 102.1 0.0 0.003 TL 72.21 PV 0.1 Pipe: 8 592.1 8.249 PL 167.04 PF 0.6 B10 30.8 0.0 102.1 0.0 3.6 120 FTG 2E PE 0.0 Bil 30.8 0.0 101.5 0.0 0.003 TL 207.04 PV 0.1 Pipe: 11 592.1 8.249 PL 110.25 PF 0.4 Bil 30.8 0.0 101.5 0.0 3.6 120 FTG E PE -1.9 814 35.2 0.0 99.2 0.0 0.003 TL 130.25 PV 0.1 Pipe: 12 592.1 8.249 PL 8.71 PF 0.1 B14 35.2 0.0 99.2 0.0 3.6 120 FTG E PE 0.0 B15 35.2 0.0 99.1 0.0 0.003 TL 28.71 PV 0.1 Pipe: 13 592.1 6.357 PL 4.33 PF 0.2 B15 35.2 0.0 99.1 0.0 6.0 120 FTG E PE 0.0 B20 35.2 0.0 98.8 0.0 0.011 TL 22.33 PV 0.2 Pipe: 14 518.6 6.357 PL 10.00 PF 0.1 B20 35.2 0.0 98.8 0.0 5.2 120 FTG ---- PE 0.0 B21 35.2 0.0 98.7 0.0 0.008 TL 10.00 PV 0.2 Pipe: 15 447.0 6.357 PL 10.00 PF 0.1 B21 35.2 0.0 98.7 0.0 4.5 120 FTG ---- PE 0.0 B22 35.2 0.0 98.7 0.0 0.006 TL 10.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) Page 6 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: 16 376.5 6.357 PL 10.00 PF 0.0 B22 35.2 0.0 98.7 0.0 3.8 120 FTG ---- PE 0.0 B23 35.2 0.0 98.6 0.0 0.005 TL 10.00 PV 0.1 Pipe: 17 315.8 6.357 PL 10.00 PF 0.0 B23 35.2 0.0 98.6 0.0 3.2 120 FTG ---- PE 0.0 B24 35.2 0.0 98.6 0.0 0.003 TL 10.00 PV 0.1 Pipe: 18 263.0 6.357 PL 10.00 PF 0.0 B24 35.2 0.0 98.6 0.0 2.7 120 FTG ---- PE 0.0 B25 35.2 0.0 98.6 0.0 0.002 TL 10.00 PV 0.0 Pipe: 19 216.4 6.357 PL 10.00 PF 0.0 B25 35.2 0.0 98.6 0.0 2.2 120 FTG ---- PE 0.0 B26 35.2 0.0 98.5 0.0 0.002 TL 10.00 PV 0.0 Pipe: 20 174.8 6.357 PL 10.00 PF 0.0 826 35.2 0.0 98.5 0.0 1.8 120 FTG ---- PE 0.0 B27 35.2 0.0 98.5 0.0 0.001 TL 10.00 PV 0.0 Pipe: 21 136.7 6.357 PL 10.00 PF 0.0 B27 35.2 0.0 98.5 0.0 1.4 120 FTG ---- PE 0.0 B28 35.2 0.0 98.5 0.0 0.001 TL 10.00 PV 0.0 Pipe: 22 101.0 6.357 PL 10.00 PF 0.0 B28 35.2 0.0 98.5 0.0 1.0 120 FTG ---- PE 0.0 B29 35.2 0.0 98.5 0.0 0.000 TL 10.00 PV 0.0 Pipe: 23 66.9 6.357 PL 10.00 PF 0.0 B29 35.2 0.0 98.5 0.0 0.7 120 FTG ---- PE 0.0 B30 35.2 0.0 98.5 0.0 0.000 TL 10.00 PV 0.0 Pipe: 24 33.3 6.357 PL 10.00 PF 0.0 B30 35.2 0.0 98.5 0.0 0.3 120 FTG ---- PE 0.0 B31 35.2 0.0 98.5 0.0 0.000 TL 10.00 PV 0.0 Pipe: 25 73.5 3.352 PL 2.29 PF 0.1 B20 35.2 0.0 98.8 0.0 2.7 120 FTG T PE -1.0 B40 37.5 0.0 97.7 0.0 0.005 TL 25.29 PV 0.0 Pipe: 26 71.7 3.352 PL 2.29 PF 0.1 B21 35.2 0.0 98.7 0.0 2.6 120 FTG T PE -1.0 B41 37.5 0.0 97.6 0.0 0.005 TL 25.29 PV 0.0 Pipe: 27 70.4 3.352 PL 2.29 PF 0.1 B22 35.2 0.0 98.7 0.0 2.6 120 FTG T PE -1.0 B42 37.5 0.0 97.6 0.0 0.005 TL 25.29 PV 0.0 Pipe: 28 60.7 3.352 PL 2.29 PF 0.1 B23 35.2 0.0 98.6 0.0 2.2 120 FTG T PE -1.0 B43 37.5 0.0 97.5 0.0 0.004 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) Page 7 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: 29 52.8 3.352 PL 2.29 PF 0.1 B24 35.2 0.0 98.6 0.0 1.9 120 FTG T PE -1.0 B44 37.5 0.0 97.5 0.0 0.003 TL 25.29 PV 0.0 Pipe: 30 46.5 3.352 PL 2.29 PF 0.1 B25 35.2 0.0 98.6 0.0 1.7 120 FTG T PE -1.0 B45 37.5 0.0 97.5 0.0 0.002 TL 25.29 PV 0.0 Pipe: 31 41.7 3.352 PL 2.29 PF 0.0 B26 35.2 0.0 98.5 0.0 1.5 120 FTG T PE -1.0 B46 37.5 0.0 97.5 0.0 0.002 TL 25.29 PV 0.0 Pipe: 32 38.1 3.352 PL 2.29 PF 0.0 B27 35.2 0.0 98.5 0.0 1.4 120 FTG T PE -1.0 B47 37.5 0.0 97.5 0.0 0.001 TL 25.29 PV 0.0 Pipe: 33 35.7 3.352 PL 2.29 PF 0.0 B28 35.2 0.0 98.5 0.0 1.3 120 FTG T PE -1.0 B48 37.5 0.0 97.5 0.0 0.001 TL 25.29 PV 0.0 Pipe: 34 34.2 3.352 PL 2.29 PF 0.0 B29 35.2 0.0 98.5 0.0 1.2 120 FTG T PE -1.0 B49 37.5 0.0 97.5 0.0 0.001 TL 25.29 PV 0.0 Pipe: 35 33.5 3.352 PL 2.29 PF 0.0 B30 35.2 0.0 98.5 0.0 1.2 120 FTG T PE -1.0 B50 37.5 0.0 97.5 0.0 0.001 TL 25.29 PV 0.0 Pipe: 36 33.3 3.352 PL 2.29 PF 0.0 B31 35.2 0.0 98.5 0.0 1.2 120 FTG T PE -1.0 B51 37.5 0.0 97.5 0.0 0.001 TL 25.29 PV 0.0 Pipe: 37 73.5 4.352 PL 10.00 PF 0.0 B60 35.2 0.0 97.3 0.0 1.6 120 FTG ---- PE 0.0 B61 35.2 0.0 97.3 0.0 0.001 TL 10.00 PV 0.0 Pipe: 38 145.2 4.352 PL 3.25 PF 0.0 B61 35.2 0.0 97.3 0.0 3.1 120 FTG ---- PE 0.0 B62 35.2 0.0 97.3 0.0 0.005 TL 3.25 PV 0.1 Pipe: 38A -592.1 4.352 PL 6.75 PF 0.5 A 35.2 0.0 96.8 0.0 12.8 120 FTG ---- PE 0.0 B62 35.2 0.0 97.3 0.0 0.067 TL 6.75 PV 1.1 Pipe: 39 -376.5 4.352 PL 10.00 PF 0.3 B62 35.2 0.0 97.3 0.0 8.1 120 FTG ---- PE 0.0 B63 35.2 0.0 97.6 0.0 0.029 TL 10.00 PV 0.4 Pipe: 40 -315.8 4.352 PL 10.00 PF 0.2 B63 35.2 0.0 97.6 0.0 6.8 120 FTG ---- PE 0.0 B64 35.2 0.0 97.8 0.0 0.021 TL 10.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) Page 8 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: 41 -263.0 4.352 PL 10.00 PF 0.1 B64 35.2 0.0 97.8 0.0 5.7 120 FTG ---- PE 0.0 B65 35.2 0.0 97.9 0.0 0.015 TL 10.00 PV 0.2 Pipe: 42 -216.4 4.352 PL 10.00 PF 0.1 B65 35.2 0.0 97.9 0.0 4.7 120 FTG ---- PE 0.0 B66 35.2 0.0 98.0 0.0 0.010 TL 10.00 PV 0.1 Pipe: 43 -174.8 4.352 PL 10.00 PF 0.1 B66 35.2 0.0 98:0 0.0 '3.8 120 FTG ---- PE 0.0 B67 35.2 0.0 98.1 0.0 0.007 TL 10.00 PV 0.1 Pipe: 44 -136.7 4.352 PL 10.00 PF 0.0 B67 35.2 0.0 98.1 0.0 2.9 120 FTG ---- PE 0.0 B68 35.2 0.0 98.1 0.0 0.004 TL 10.00 PV 0.1 Pipe: 45 -101.0 4.352 PL 10.00 PF 0.0 B68 35.2 0.0 98.1 0.0 2.2 120 FTG ---- PE 0.0 B69 35.2 0.0 98.2 0.0 0.003 TL 10.00 PV 0.0 Pipe: 46 -66.8 4.352 PL 10.00 PF 0.0 B69 35.2 0.0 98.2 0.0 1.4 120 FTG ---- PE 0.0 B70 35.2 0.0 98.2 0.0 0.001 TL 10.00 PV 0.0 Pipe: 47 -33.3 4.352 PL 10.00 PF 0.0 B70 35.2 0.0 98.2 0.0 0.7 120 FTG ---- PE 0.0 B71 35.2 0.0 98.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 48 -73.5 3.352 PL 2.29 PF 0.1 B60 35.2 0.0 97.3 0.0 2.7 120 FTG T PE -1.0 B80 37.5 0.0 96.4 0.0 0.005 TL 25.29 PV 0.0 Pipe: 49 -71.7 3.352 PL 2.29 PF 0.1 B61 35.2 0.0 97.3 0.0 2.6 120 FTG T PE -1.0 B81 37.5 0.0 96.4 0.0 0.005 TL 25.29 PV 0.0 Pipe: 50 -70.4 3.352 PL 2.29 PF 0.1 B62 35.2 0.0 97.3 0.0 2.6 120 FTG T PE -1.0 B82 37.5 0.0 96.4 0.0 0.005 TL 25.29 PV 0.0 Pipe: 51 -60.7 3.352 PL 2.29 PF 0.1 B63 35.2 0.0 97.6 0.0 2.2 120 FTG T PE -1.0 B83 37.5 0.0 96.6 0.0 0.004 TL 25.29 PV 0.0 Pipe: 52 -52.8 3.352 PL 2.29 PF 0.1 B64 35.2 0.0 97.8 0.0 1.9 120 FTG T PE -1.0 B84 37.5 0.0 96.8 0.0 0.003 TL 25.29 PV 0.0 Pipe: 53 -46.5 3.352 PL 2.29 PF 0.1 B65 35.2 0.0 97.9 0.0 1.7 120 FTG T PE -1.0 B85 37.5 0.0 97.0 0.0 0.002 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area 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 B66 B86 B67 B87 - B68 B88 B69 B89 B70 B90 B71 B91 B40 B80 B41 B81 B42 B82 B43 B83 B44 B84 B45 B85 B46 B86 Pipe: 54 35.2 37.5 Pipe: 55 35.2 37.5 Pipe: 56 35.2 37.5 Pipe: 57 35.2 37.5 Pipe: 58 35.2 37.5 Pipe: 59 35.2 37.5 Pipe: 60 37.5 37.5 Pipe: 61 37.5 37.5 Pipe: 62 37.5 37.5 Pipe: 63 37.5 37.5 Pipe: 64 37.5 37.5 Pipe: 65 37.5 37.5 Pipe: 66 37.5 37.5 0.0 98.0 0.0 97.1 0.0 98.1 0.0 97.1 0.0 98.1 0.0 97.2 0.0 98.2 0.0 97.2 0.0 98.2 0.0 97.2 0.0 98.2 0.0 97.2 0.0 97.7 0.0 96.4 0.0 97.6 0.0 96.4 0.0 97.6 0.0 96.4 0.0 97.5 0.0 96.6 0.0 97.5 0.0 96.8 0.0 97.5 0.0 97.0 0.0 97.5 0.0 97.1 -41.7 3.352 0.0 1.5 120 0.0 0.002 -38.1 3.352 0.0 1.4 120 0.0 0.001 - 35.7 3.352 0.0 1.3 120 0.0 0.001 - 34.2 3.352 0.0 1.2 120 0.0 0.001 - 33.5 3.352 0.0 1.2 120 0.0 0.001 -33.3 3.352 0.0 1.2 120 0.0 0.001 73.5 3.352 0.0 2.7 120 0.0 0.005 71.7 3.352 0.0 2.6 120 0.0 0.005 70.4 3.352 0.0 2.6 120 0.0 0.005 60.7 3.352 0.0 2.2 120 0.0 0.004 52.8 3.352 0.0 1.9 120 0.0 0.003 46.5 3.352 0.0 1.7 120 0.0 0.002 41.7 3.352 0.0 1.5 120 0.0 0.002 Page 9 PRESS. SUM. (PSI) PL 2.29 PF FTG T PE TL 25.29 PV PL 2.29 FTG T TL 25.29 PL 2.29 FTG- T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 205.00 FTG 2T TL 251.00 PL 205.00 FTG 2T TL 251.00 PL 205.00 FTG 2T TL 251.00 PL 205.00 FTG 2T TL 251.00 PL 205.00 FTG 2T TL 251.00 PL 205.00 FTG 2T TL 251.00 PL 205.00 FTG 2T TL 251.00 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 - 1.0 0.0 0.0 - 1.0 0.0 0.0 - 1.0 0.0 0.0 - 1.0 0.0 0.0 - 1.0 0.0 0.0 - 1.0 0.0 1.3 0.0 0.0 1.2 0.0 0.0 1.2 0.0 0.0 0.9 0.0 0.0 0.7 0.0 0.0 0.5 0.0 0.0 0.4 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) Page 10 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: 67 38.1 3.352 PL 205.00 PF 0.4 B47 37.5 0.0 97.5 0.0 1.4 120 FTG 2T PE 0.0 B87 37.5 0.0 97.1 0.0 0.001 TL 251.00 PV 0.0 Pipe: 68 35.7 3.352 PL 205.00 PF 0.3 B48 37.5 0.0 97.5 0.0 1.3 120 FTG 2T PE 0.0 B88 37.5 0.0 97.2 0.0 0.001 TL 251.00 PV 0.0 Pipe: 69 34.2 3.352 PL 136.00 PF 0.2 - B49- - 37.5 0.0 97.5 0.0 1.2 " 120 FTG T PE 0.0 101 37.5 0.0 97.3 0.0 0.001 TL 159.00 PV 0.0 Pipe: 70 34.2 3.352 PL 8.00 PF 0.0 101 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 102 37.5 0.0 97.3 0.0 0.001 TL 8.00 PV 0.0 Pipe: 71 34.2 3.352 PL 8.00 PF 0.0 102 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 103 37.5 0.0 97.3 0.0 0.001 TL 8.00 PV 0.0 Pipe: 72 34.2 3.352 PL 9.00 PF 0.0 103 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 104 37.5 0.0 97.3 0.0 0.001 TL 9.00 PV 0.0 Pipe: 73 34.2 3.352 PL 10.00 PF 0.0 104 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 105 37.5 0.0 97.3 0.0 0.001 TL 10.00 PV 0.0 Pipe: 73A 34.2 3.352 PL 10.00 PF 0.0 105 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 106 37.5 0.0 97.3 0.0 0.001 TL 10.00 PV 0.0 Pipe: 73B 34.2 3.352 PL 24.00 PF 0.1 106 37.5 0.0 97.3 0.0 1.2 120 FTG T PE 0.0 B89 37.5 0.0 97.2 0.0 0.001 TL 47.00 PV 0.0 Pipe: 74 33.5 3.352 PL 136.00 PF 0.2 B50 37.5 0.0 97.5 0.0 1.2 120 FTG T PE 0.0 107 37.5 0.0 97.3 0.0 0.001 TL 159.00 PV 0.0 Pipe: 75 33.5 3.352 PL 8.00 PF 0.0 107 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 108 37.5 0.0 97.3 0.0 0.001 TL 8.00 PV 0.0 Pipe: 76 33.5 3.352 PL 8.00 PF 0.0 108 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 109 37.5 0.0 97.3 0.0 0.001 TL 8.00 PV 0.0 Pipe: 77 33.5 3.352 PL 9.00 PF 0.0 109 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 110 37.5 0.0 97.3 0.0 0.001 TL 9.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) Page 11 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: 78 33.5 3.352 PL 10.00 PF 0.0 110 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 111 37.5 0.0 97.3 0.0 0.001 TL 10.00 PV 0.0 Pipe: 78A 33.5 3.352 PL 10.00 PF 0.0 111 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 112 37.5 0.0 97.3 0.0 0.001 TL 10.00 PV 0.0 Pipe: 78B 33.5 3.352 PL 24.00 PF 0.1 112 37.5 0.0 97.3 0.0 1.2- 120 FTG T PE 0.0 B90 37.5 0.0 97.2 0.0 0.001 TL 47.00 PV 0.0 Pipe: 79 33.3 3.352 PL 136.00 PF 0.2 B51 37.5 0.0 97.5 0.0 1.2 120 FTG T PE 0.0 113 37.5 0.0 97.3 0.0 0.001 TL 159.00 PV 0.0 Pipe: 80 33.3 3.352 PL 8.00 PF 0.0 113 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 114 37.5 0.0 97.3 0.0 0.001 TL 8.00 PV 0.0 Pipe: 81 33.3 3.352 PL 8.00 PF 0.0 114 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 115 37.5 0.0 97.3 0.0 0.001 TL 8.00 PV 0.0 Pipe: 82 33.3 3.352 PL 9.00 PF 0.0 115 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 116 37.5 0.0 97.3 0.0 0.001 TL 9.00 PV 0.0 Pipe: 83 33.3 3.352 PL 10.00 PF 0.0 116 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 117 37.5 0.0 97.3 0.0 0.001 TL 10.00 PV 0.0 Pipe: 84 33.3 3.352 PL 10.00 PF 0.0 117 37.5 0.0 97.3 0.0 1.2 120 FTG ---- PE 0.0 118 37.5 0.0 97.3 0.0 0.001 TL 10.00 PV 0.0 Pipe: 85 33.3 3.352 PL 24.00 PF 0.1 118 37.5 0.0 97.3 0.0 1.2 120 FTG T PE 0.0 B91 37.5 0.0 97.2 0.0 0.001 TL 47.00 PV 0.0 Pipe: 86 592.1 3.352 PL 17.75 PF 9.8 A 35.2 0.0 96.8 0.0 21.5 120 FTG T PE 0.0 30 35.2 0.0 87.1 0.0 0.240 TL 40.75 PV 3.1 Pipe: 87 592.1 3.352 PL 24.00 PF 8.4 30 35.2 0.0 87.1 0.0 21.5 120 FTG E PE 10.4 31 11.2 0.0 89.1 0.0 0.240 TL 35.00 PV 3.1 Pipe: 88 592.1 3.352 PL 44.83 PF 16.0 31 11.2 0.0 89.1 0.0 21.5 120 FTG 2E PE 0.0 32 11.2 0.0 73.1 0.0 0.240 TL 66.83 PV 3.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) Page 12 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: 89 592.1 3.352 PL 56.83 PF 16.2 32 11.2 0.0 73.1 0.0 21.5 120 FTG E PE 0.0 33 11.2 0.0 56.8 0.0 0.240 TL 67.83 PV 3.1 Pipe: 90 592.1 3.352 PL 50.33 PF 20.0 33 11.2 0.0 56.8 0.0 21.5 120 FTG 3E PE 0.0 34 11.2 0.0 36.9 0.0 0.240 TL 83.33 PV 3.1 Pipe: 91 592.1 2.727 PL 2.25 PF 8.0 34 11.2 0.0 36.9 0.0 32.5 120 FTG E PE 0.0 50 11.2 0.0 28.9 0.0 0.654 TL 12.25 PV 7.1 Pipe: 92 562.7 2.727 PL 10.00 PF 6.0 50 11.2 0.0 28.9 0.0 30.9 120 FTG ---- PE 0.0 51 11.2 0.0 22.9 0.0 0.596 TL 10.00 PV 6.4 Pipe: 93 391.9 2.727 PL 11.67 PF 3.6 51 11.2 0.0 22.9 0.0 21.5 120 FTG ---- PE 0.0 52 11.2 0.0 19.4 0.0 0.305 TL 11.67 PV 3.1 Pipe: 94 192.7 2.727 PL 14.00 PF 1.1 52 11.2 0.0 19.4 0.0 10.6 120 FTG ---- PE 0.0 53 11.2 0.0 18.2 0.0 0.082 TL 14.00 PV 0.8 Pipe: 95 29.4 2.154 PL 1.00 PF 0.1 50 11.2 0.0 28.9 0.0 2.6 120 FTG T PE -0.4 55 12.2 0.0 28.3 0.0 0.008 TL 13.00 PV 0.0 Pipe: 96 170.8 2.154 PL 1.00 PF 2.7 51 11.2 0.0 22.9 0.0 15.0 120 FTG T PE -0.4 56 12.2 0.0 19.8 0.0 0.207 TL 13.00 PV 1.5 Pipe: 97 199.2 2.154 PL 1.00 PF 3.6 52 11.2 0.0 19.4 0.0 17.5 120 FTG T PE -0.4 57 12.2 0.0 15.3 0.0 0.275 TL 13.00 PV 2.1 Pipe: 98 192.7 2.154 PL 1.00 PF 3.4 53 11.2 0.0 18.2 0.0 17.0 120 FTG T PE -0.4 58 12.2 0.0 14.4 0.0 0.259 TL 13.00 PV 1.9 Pipe: 99 29.4 1.687 PL 4.00 PF 0.4 55 12.2 0.0 28.3 0.0 4.2 120 FTG T PE 0.0 U1 12.2 0.0 28.0 0.0 0.026 TL 14.00 PV 0.1 Pipe: 100 86.3 1.687 PL 4.00 PF 2.7 56 12.2 0.0 19.8 0.0 12.4 120 FTG T PE 0.0 U2 12.2 0.0 17.1 0.0 0.192 TL 14.00 PV 1.0 Pipe: 101 63.4 1.542 PL 10.00 PF 1.7 U2 12.2 0.0 17.1 0.0 10.9 120 FTG ---- PE 0.0 U3 12.2 0.0 15.4 0.0 0.168 TL 10.00 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) Page 13 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: 102 41.7 1.542 PL 13.00 PF 1.0 U3 12.2 0.0 15.4 0.0 7.2 120 FTG ---- PE 0.0 U4 12.2 0.0 14.4 0.0 0.078 TL 13.00 PV 0.3 Pipe: 103 20.8 1.542 PL 12.00 PF 0.3 U4 12.2 0.0 14.4 0.0 3.6 120 FTG ---- PE 0.0 U5 12.2 0.0 14.1 0.0 0.021 TL 12.00 PV 0.1 Pipe: 104 84.5 1.687 PL 8.00 PF 3.3 56 12.2 0.0 19.8 0.0 12.1 120 FTG T PE 0.0 U6 12.2 0.0 16.5 0.0 0.185 TL 18.00 PV 1.0 Pipe: 105 62.1 1.542 PL 11.00 PF 1.8 U6 12.2 0.0 16.5 0.0 10.7 120 FTG ---- PE 0.0 U7 12.2 0.0 14.7 0.0 0.162 TL 11.00 PV 0.8 Pipe: 106 41.0 1.542 PL 11.00 PF 0.8 U7 12.2 0.0 14.7 0.0 7.0 120 FTG ---- PE 0.0 U8 12.2 0.0 13.8 0.0 0.075 TL 11.00 PV 0.3 Pipe: 107 20.4 1.542 PL 6.00 PF 0.1 U8 12.2 0.0 13.8 0.0 3.5 120 FTG ---- PE 0.0 U9 12.2 0.0 13.7 0.0 0.021 TL 6.00 PV 0.1 Pipe: 108 100.1 1.687 PL 5.00 PF 3.8 57 12.2 0.0 15.3 0.0 14.4 120 FTG T PE 0.0 U10 12.2 0.0 11.5 0.0 0.253 TL 15.00 PV 1.4 Pipe: 109 81.4 1.542 PL 4.00 PF 1.1 U10 12.2 0.0 11.5 0.0 14.0 120 FTG ---- PE 0.0 Uli 12.2 0.0 10.5 0.0 0.268 TL 4.00 PV 1.3 Pipe: 110 63.7 1.542 PL 7.00 PF 1.2 U11 12.2 0.0 10.5 0.0 10.9 120 FTG ---- PE 0.0 U12 12.2 0.0 9.3 0.0 0.170 TL 7.00 PV 0.8 Pipe: 111 47.0 1.542 PL 8.00 PF 0.8 U12 12.2 0.0 9.3 0.0 8.1 120 FTG ---- PE 0.0 U13 12.2 0.0 8.5 0.0 0.097 TL 8.00 PV 0.4 Pipe: 112 31.0 1.542 PL 8.00 PF 0.4 U13 12.2 0.0 8.5 0.0 5.3 120 FTG ---- PE 0.0 U14 12.2 0.0 8.2 0.0 0.045 TL 8.00 PV 0.2 Pipe: 113 15.5 1.542 PL 8.00 PF 0.1 U14 12.2 0.0 8.2 0.0 2.7 120 FTG ---- PE 0.0 U15 12.2 0.0 8.1 0.0 0.012 TL 8.00 PV 0.0 Pipe: 114 99.1 1.687 PL 3.00 PF 3.2 57 12.2 0.0 15.3 0.0 14.2 120 FTG T PE 0.0 U16 12.2 0.0 12.1 0.0 0.248 TL 13.00 PV 1.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. PT NODES (FT) (K) (PSI) Pipe: 115 U16 12.2 0.0 12.1 0.0 U17 12.2 0.0 10.0 0.0 Q(GPM) DIA(IN) LENGTH DISC. VEL(FPS) HW(C) (FT) (GPM) F.L./FT Pipe: 116 U17 12.2 0.0 10.0 0.0 U18 12.2 0.0 8.7 0.0 Pipe: 117 U18 12.2 0.0 8.7 0.0 U19 12.2 0.0 8.3 0.0 Pipe: 118 U19 12.2 0.0 8.3 0.0 U20 12.2 0.0 8.0 0.0 Pipe: 119 U20 12.2 0.0 8.0 0.0 U21 12.2 0.0 7.9 0.0 Pipe: 120 58 12.2 U22 12.2 0.0 14.4 0.0 0.0 10.8 0.0 Pipe: 121 U22 12.2 0.0 10.8 0.0 U23 12.2 0.0 9.8 0.0 Pipe: 122 U23 12.2 0.0 9.8 0.0 U24 12.2 0.0 8.7 0.0 U24 U25 U25 U26 U26 U27 Pipe: 123 12.2 12.2 Pipe: 124 12.2 12.2 Pipe: 125 12.2 12.2 79.9 1.542 PL 8.00 13.7 120 FTG ---- 0.259 TL 8.00 62.6 1.542 PL 8.00 10.7 120 FTG ---- 0.164 TL 8.00 46.4 1.542 PL 5.00 8.0 - 120 FTG ---- 0.095 TL 5.00 30.7 1.542 PL 5.3 120 FTG 0.044 TL 15.3 1.542 PL 2.6 120 FTG 0.012 TL 6.00 6.00 8.00 8.00 96.8 1.687 PL 5.00 13.9 120 FTG T 0.238 TL 15.00 78.7 1.542 PL 13.5 120 FTG 0.252 TL 4.00 4.00 61.6 1.542 PL 7.00 10.6 120 FTG 0.160 TL 7.00 45.4 1.542 PL 8.00 0.0 8.7 0.0 7.8 120 FTG ---- 0.0 8.0 0.0 0.091 TL 8.00 30.0 1.542 PL 0.0 8.0 0.0 5.2 120 FTG 0.0 7.7 0.0 0.042 TL 8.00 8.00 15.0 1.542 PL 8.00 0.0 7.7 0.0 2.6 120 FTG ---- 0.0 7.6 0.0 0.012 TL 8.00 Pipe: 126 95.9 58 12.2 0.0 14.4 0.0 13.8 U28 12.2 0.0 11.4 0.0 U28 U29 Pipe: 127 12.2 12.2 1.687 PL 3.00 120 FTG T 0.234 TL 13.00 77.3 1.542 PL 8.00 0.0 11.4 0.0 13.3 120 FTG ---- 0.0 9.4 0.0 0.243 TL 8.00 Page 14 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 2.1 0.0 1.3 1.3 0.0 0.8 0.5 0.0 0.4 0.3 0.0 0.2 0.1 0.0 0.0 3.6 0.0 1.3 1.0 0.0 1.2 1.1 0.0 0.8 0.7 0.0 0.4 0.3 0.0 0.2 0.1 0.0 0.0 3.0 0.0 1.3 1.9 0.0 1.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. NODES (FT) (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT Pipe: 128 60.5 U29 12.2 0.0 9.4 0.0 10.4 U30 12.2 0.0 8.2 0.0 Pipe: 129 44.9 U30 12.2 0.0 8.2 0.0 7.7 U31 12.2 0.0 7.7 0.0 Pipe: 130 29.8 U31 12.2 0.0 7.7 0.0 5.1 U32 12.2 0.0 7.5 0.0 Pipe: 131 14.9 U32 12.2 0.0 7.5 0.0 2.6 U33 12.2 0.0 7.5 0.0 Pipe: 132 29.4 U1 12.2 0.0 28.0 0.0 8.4 U51 13.2 5.6 27.4 29.4 Pipe: 133 22.9 U2 12.2 0.0 17.1 0.0 6.5 U52 13.2 5.6 16.6 22.9 Pipe: 134 21.7 U3 12.2 0.0 15.4 0.0 6.2 U53 13.2 5.6 14.9 21.7 Pipe: 135 21.0 U4 12.2 0.0 14.4 0.0 6.0 U54 13.2 5.6 13.9 21.0 Pipe: 136 20.8 U5 12.2 0.0 14.1 0.0 5.9 U55 13.2 5.6 13.6 20.8 Pipe: 137 22.4 U6 12.2 0.0 16.5 0.0 6.4 U56 13.2 5.6 15.9 22.4 Pipe: 138 21.2 U7 12.2 0.0 14.7 0.0 6.0 U57 13.2 5.6 14.2 21.2 Pipe: 139 20.5 U8 12.2 0.0 13.8 0.0 5.9 U58 13.2 5.6 13.3 20.5 Pipe: 140 20.4 U9 12.2 0.0 13.7 0.0 5.8 U59 13.2 5.6 13.2 20.4 1.542 120 0.155 1.542 120 0.089 1.542 120 0.042 1.542 120 0.011 1.197 120 0.140 1.197 120 0.088 1.197 120 0.080 1.197 120 0.075 1.197 120 0.073 1.197 120 0.085 1.197 120 0.076 1.197 120 0.072 1.197 120 0.071 PL 8.00 FTG ---- TL 8.00 PL 5.00 FTG ---- TL 5.00 PL 6.00 FTG ---- TL 6.00 PL 3.00 FTG ---- TL 3.00 PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Page 15 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.2 0.0 0.7 0.4 0.0 0.4 0.2 0.0 0.2 0.0 0.0 0.0 0.1 - 0.4 0.5 0.1 - 0.4 0.3 0.1 - 0.4 0.3 0.1 - 0.4 0.2 0.1 -0.4 0.2 0.1 -0.4 0.3 0.1 - 0.4 0.2 0.1 - 0.4 0.2 0.1 - 0.4 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) Page 16 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: 141 18.7 1.197 PL 1.00 PF 0.1 U10 12.2 0.0 11.5 0.0 5.3 120 FTG ---- PE -0.4 U60 13.2 5.6 11.1 18.7 0.060 TL 1.00 PV 0.2 Pipe: 142 17.8 1.197 PL 1.00 PF 0.1 Ull 12.2 0.0 10.5 0.0 5.1 120 FTG ---- PE -0.4 U61 13.2 5.6 10.0 17.8 0.055 TL 1.00 PV 0.2 Pipe: 143 16.7 1.197 PL 1.00 PF 0.0 U12 12.2 0.0 9-.3 0.0 4.8 120 FTG ---- PE -0.4 U62 13.2 5.6 8.8 16.7 0.049 TL 1.00 PV 0.2 Pipe: 144 15.9 1.197 PL 1.00 PF 0.0 U13 12.2 0.0 8.5 0.0 4.5 120 FTG ---- PE -0.4 U63 13.2 5.6 8.0 15.9 0.045 TL 1.00 PV 0.1 Pipe: 145 15.6 1.197 PL 1.00 PF 0.0 U14 12.2 0.0 8.2 0.0 4.4 120 FTG ---- PE -0.4 U64 13.2 5.6 7.7 15.6 0.043 TL 1.00 PV 0.1 Pipe: 146 15.5 1.197 PL 1.00 PF 0.0 U15 12.2 0.0 8.1 0.0 4.4 120 FTG ---- PE -0.4 U65 13.2 5.6 7.6 15.5 0.043 TL 1.00 PV 0.1 Pipe: 147 19.2 1.197 PL 1.00 PF 0.1 U16 12.2 0.0 12.1 0.0 5.5 120 FTG ---- PE -0.4 U66 13.2 5.6 11.6 19.2 0.063 TL 1.00 PV 0.2 Pipe: 148 17.4 1.197 PL 1.00 PF 0.1 U17 12.2 0.0 10.0 0.0 5.0 120 FTG ---- PE -0.4 U67 13.2 5.6 9.6 17.4 0.053 TL 1.00 PV 0.2 Pipe: 149 16.1 1.197 PL 1.00 PF 0.0 U18 12.2 0.0 8.7 0.0 4.6 120 FTG ---- PE -0.4 U68 13.2 5.6 8.3 16.1 0.046 TL 1.00 PV 0.1 Pipe: 150 15.7 1.197 PL 1.00 PF 0.0 U19 12.2 0.0 8.3 0.0 4.5 120 FTG ---- PE -0.4 U69 13.2 5.6 7.8 15.7 0.044 TL 1.00 PV 0.1 Pipe: 151 15.4 1.197 PL 1.00 PF 0.0 U20 12.2 0.0 8.0 0.0 4.4 120 FTG ---- PE -0.4 U70 13.2 5.6 7.5 15.4 0.042 TL 1.00 PV 0.1 Pipe: 152 15.3 1.197 PL 1.00 PF 0.0 U21 12.2 0.0 7.9 0.0 4.4 120 FTG ---- PE -0.4 U71 13.2 5.6 7.4 15.3 0.042 TL 1.00 PV 0.1 Pipe: 153 18.1 1.197 PL 1.00 PF 0.1 U22 12.2 0.0 10.8 0.0 5.2 120 FTG ---- PE -0.4 U72 13.2 5.6 10.4 18.1 0.057 TL 1.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area PIPE DATA (cont.) Page 17 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: 154 17.2 1.197 PL 1.00 PF 0.1 U23 12.2 0.0 9.8 0.0 4.9 120 FTG ---- PE -0.4 U73 13.2 5.6 9.4 17.2 0.052 TL 1.00 PV 0.2 Pipe: 155 16.1 1.197 PL 1.00 PF 0.0 U24 12.2 0.0 8.7 0.0 4.6 120 FTG ---- PE -0.4 U74 13.2 5.6 8.2 16.1 0.046 TL 1.00 PV 0.1 Pipe: 156 15.4 1.197 PL 1.00 PF 0.0 U25 12.2 0.0 8.0 0.0 4.4 120 FTG ---- PE -0.4 U75 13.2 5.6 7.5 15.4 0.042 TL 1.00 PV 0.1 Pipe: 157 15.1 1.197 PL 1.00 PF 0.0 U26 12.2 0.0 7.7 0.0 4.3 120 FTG ---- PE -0.4 U76 13.2 5.6 7.2 15.1 0.040 TL 1.00 PV 0.1 Pipe: 158 15.0 1.197 PL 1.00 PF 0.0 U27 12.2 0.0 7.6 0.0 4.3 120 FTG ---- PE -0.4 U77 13.2 5.6 7.1 15.0 0.040 TL 1.00 PV 0.1 Pipe: 159 18.5 1.197 PL 1.00 PF 0.1 U28 12.2 0.0 11.4 0.0 5.3 120 FTG ---- PE -0.4 U78 13.2 5.6 10.9 18.5 0.059 TL 1.00 PV 0.2 Pipe: 160 16.8 1.197 PL 1.00 PF 0.0 U29 12.2 0.0 9.4 0.0 4.8 120 FTG ---- PE -0.4 U79 13.2 5.6 8.9 16.8 0.050 TL 1.00 PV 0.2 Pipe: 161 15.6 1.197 PL 1.00 PF 0.0 U30 12.2 0.0 8.2 0.0 4.5 120 FTG ---- PE -0.4 U80 13.2 5.6 7.7 15.6 0.043 TL 1.00 PV 0.1 Pipe: 162 15.2 1.197 PL 1.00 PF 0.0 U31 12.2 0.0 7.7 0.0 4.3 120 FTG ---- PE -0.4 U81 13.2 5.6 7.3 15.2 0.041 TL 1.00 PV 0.1 Pipe: 163 14.9 1.197 PL 1.00 PF 0.0 U32 12.2 0.0 7.5 0.0 4.2 120 FTG ---- PE -0.4 U82 13.2 5.6 7.0 14.9 0.040 TL 1.00 PV 0.1 Pipe: 164 14.9 1.197 PL 1.00 PF 0.0 U33 12.2 0.0 7.5 0.0 4.2 120 FTG ---- PE -0.4 U83 13.2 5.6 7.0 14.9 0.039 TL 1.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area (2) The system has been balanced to provide an average imbalance at each node of 0.001 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 32.5 ft/sec at pipe 91. Page 18 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 6.357 18.00 38.00 11.00 40.00 13.00 8.249 20.00 42.00 14.50 50.00 13.00 PAGE: C Diameter (in) MATERIAL: XL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 1.687 5.00 10.00 2.60 11.00 4.00 2.154 6.00 12.00 3.70 13.00 5.50 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) 1.197 1.542 2.727 3.352 4.352 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 31.00 71.00 23.00 78.00 27.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA 4.00 5.00 10.00 11.00 15.00 10.00 10.00 19.00 23.00 29.00 4.00 3.50 6.50 8.00 9.00 10.00 12.00 23.00 25.00 32.00 4.00 4.30 11.00 15.00 1.00 in Feet G A GatVly AlmChk 4.00 34.00 4.00 32.00 in Feet G A GatVly AlmChk 1.00 10.00 1.00 10.00 in Feet G GatVly 7.00 in Feet G GATE -V 1.00 1.00 2.00 2.00 3.00 D DPV1v 59.00 30.00 D DPV1v 10.00 10.00 A D AL -VA DRY -VA 0.00 0.00 13.00 24.00 25.00 0.00 0.00 16.00 0.00 41.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale 981 Building System 1 Under Mezz Area WATER SUPPLY CURVE 180+ 165+ 150+ 135*\\\\\\\\\\\\\\\\\\ \\\\\\\\\\0\\\\\\\\ Page 19 * <-128.0 psi @ 1500 gpm Flow Test Point P120+ X R I E 1 S 1 S105+ U 1 R 1 E 1 90+ ( I P S 1 175+ ) 60+ 45+ 30+ LEGEND I X = Required Water Supply " 1 119.36 psi @ 1292.2 gpm " 15+ I 0 = Available Water Supply 129.69 psi @ 1292.2 gpm " I" 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building Contential Mills TI FILE NUMBER: s981 -t DATE: Aug 02, 1999 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .13 gpm/sq. ft. AREA OF APPLICATION: 3000 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 39 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 738.4 gpm TOTAL WATER REQUIRED (including hose): 1438.4 gpm FLOW AND PRESSURE BASE OF RISER Node(4):738.4 gpm @ 88.4 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/02/1999 5981-T JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI 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 135.0 128.0 1500.0 128.5 1438.4 88.8 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 1438.4 GPM 550.0 GPM 150.0 GPM 738.4 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 SOURCE 88.8 888.4 4 0.5 HOSE STREAM 88.4 150.0 5 2.3 87.5 6 2.3 84.0 7 2.3 83.9 8 2.3 83.9 H10 30.6 71.3 H11 30.6 71.1 H12 30.6 70.5 H13 30.6 70.4 H2O 35.2 68.1 H21 35.2 67.9 H22 35.2 67.8 H23 35.2 67.7 H24 35.2 67.6 H25 35.2 67.5 H26 35.2 67.4 H27 35.2 67.3 H28 35.2 67.2 H29 35.2 67.1 H30 35.2 67.0 H31 35.2 66.9 H32 35.2 66.8 H33 35.2 66.7 H34 35.2 66.7 H35 35.2 66.7 H36 35.2 66.7 H40 37.5 67.0 H41 37.5 66.9 H42 37.5 66.8 H43 37.5 66.7 H44 37.5 66.6 H45 37.5 66.5 H46 37.5 66.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) H47 37.5 - - - - 66.3 - - - H48 37.5 - - - - 66.2 - - - H49 37.5 - - - - 66.1 - - - H50 37.5 - - - - 66.0 - - - H51 37.5 - - - - 65.9 - - - H52 37.5 - - - - 65.8 - - - H53 37.5 - - - - 65.7 - - - H54 37.5 - - - - 65.7 - - - H55 37.5 - - - - 65.7 - - - H56 37.5 - - - - 65.7 - - - H60 37.5 - - - - 66.6 - - - H61 37.5 - - - - 66.6 - - - H62 37.5 - - - - 66.6 - - - H63 37.5 - - - - 66.5 - - - H64 37.5 - - - - 66.5 - - - H65 37.5 - - - - 66.4 - - - H66 37.5 - - - - 66.4 - - - H67 37.5 - - - - 66.3 - - - H68 37.5 - - - - 66.2 - - - H69 37.5 - - - - 66.1 - - - H70 35.2 - - - - 67.1 - - - H71 35.2 - - - - 67.0 - - - H72 35.2 - - - - 67.0 - - - H73 35.2 - - - - 66.9 - - - H74 35.2 - - - - 66.9 - - - H75 35.2 - - - 66.9 - - - H76 35.2 - - - - 66.9 - - - H80 37.5 - - - - 66.6 - - - H81 37.5 - - - - 66.6 - - - H82 37.5 - - - - 66.6 - - - H83 37.5 - - - - 66.5 - - - H84 37.5 - - - - 66.5 - - - H85 37.5 - - - - 66.4 - - - H86 37.5 - - - - 66.4 - - - H87 37.5 - - - - 66.3 - - - H88 37.5 - - - - 66.2 - - - H89 37.5 - - - - 66.1 - - - H90 37.5 - - - - 66.1 - - - H91 37.5 - - - - 66.0 - - - H92 37.5 - - - - 66.0 - - - H93 37.5 - - - - 65.9 - - - H94 37.5 - - - - 65.9 - - - H95 37.5 - - - - 65.9 - - - H96 37.5 - - - - 65.9 - - - 801 37.5 - - - - 65.8 - - - 802 37.5 - - - - 65.8 - - - 803 37.5 - - - - 65.8 - - - 804 37.5 - - - - 65.8 - - - 805 37.5 - - - - 65.8 - - - 806 37.5 - - - - 65.8 - - - 807 37.5 - - - - 65.8 - - - 808 37.5 - - - - 65.8 - - - 809 37.5 - - - 65.8 - - - 810 37.5 - - - - 65.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 811 37.5 - - - - 65.8 812 37.5 - - - - 65.8 B 32.2 - - - - 68.0 T9 35.2 - - - - 52.2 T10 11.5 - - - - 50.0 Til 11.5 - - - - 24.2 T12 11.5 - - - - 21.8 T13 11.5 - - - - 19.4 T14 11.5 - - - - 18.5 T15 11.5 - - - - 17.6 T16 11.5 - - - - 17.0 T17 11.5 - - - - 16.4 T18 11.5 - - - - 15.2 T19 11.5 - - - - 14.8 T20 11.5 - - - - 13.8 T21 11.5 - - - - 13.4 T22 11.5 - - - - 12.3 T23 11.5 - - - - 12.0 T24 11.5 - - - - 12.0 T31 12.3 - - - - 21.5 T32 12.3 - - - - 19.3 T33 12.3 - - - - 18.2 T34 12.3 - - - - 16.3 T35 12.3 - - - - 16.4 T36 11.0 - - - - 15.1 T37 12.3 - - - - 15.2 T38 11.0 - - - - 13.2 T39 12.3 - - - - 13.8 T40 11.0 - - - - 12.6 T41 12.3 - - - - 11.7 T42 12.3 - - - - 10.7 T43 12.3 - - - - 11.0 T44 12.3 - - - - 11.3 T50 12.3 - - - - 16.9 T51 12.3 - - - - 15.3 T52 12.3 - - - - 13.5 T53 12.3 - - - - 12.7 T54 12.3 - - - - 14.5 T55 11.0 - - - - 10.7 T56 12.3 - - - - 9.7 T57 12.3 - - - - 8.9 T58 12.3 - - - - 10.5 T81 11.5 - - - - 14.8 T82 11.5 - - - - 13.2 T83 11.5 - - - - 12.7 T86 11.5 - - - - 9.5 T87 11.5 - - - - 9.0 T100 12.3 - - - - 18.9 T101 12.3 - - - - 16.2 T102 12.3 - - - - 15.4 T103 12.3 - - - - 15.9 T104 11.5 - - - - 14.3 T105 12.3 - - - - 14.3 T106 11.5 - - - - 17.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) T107 11.5 12.7 T108 11.5 12.1 T109 12.3 13.5 T110 12.3 13.6 T111 12.3 12.2 T112 12.3 11.9 T113 12.3 11.2 T114 11.5 13.9 T115 11.0 11.1 T116 11.0 10.0 T117 11.0 7.9 T118 11.0 7.3 T119 12.3 13.9 T120 12.3 12.9 T121 11.0 12.4 T122 11.0 11.6 T123 11.5 9.2 T124 11.5 8.7 T125 11.0 10.7 T126 11.0 9.9 T127 11.0 9.1 T128 11.0 8.3 T129 12.3 9.8 T130 12.3 8.4 T131 12.3 7.7 T132 12.3 9.6 T133 12.3 7.7 T134 12.3 7.0 T135 12.3 8.7 T136 12.3 7.9 T137 12.3 8.9 T138 12.3 8.1 T200 10.0 K= 5.62 18.7 24.3 T201 10.0 K= 5.62 16.1 22.5 T202 10.0 K= 5.62 15.7 22.3 T203 10.0 K= 5.62 16.2 22.6 T204 10.0 K= 5.62 14.4 21.3 T205 10.0 K= 5.62 14.7 21.6 T206 10.0 K= 5.62 17.1 23.2 T207 10.0 K= 5.62 12.9 20.2 T208 10.0 K= 5.62 12.3 19.7 T209 10.0 K= 5.62 14.0 21.0 T210 10.0 K= 5.62 13.7 20.8 T211 10.0 K= 5.62 12.7 20.0 T212 10.0 K= 5.62 12.1 19.6 T213 10.0 K= 5.62 11.7 19.2 T214 10.0 K= 5.62 14.1 21.1 T215 10.0 K= 5.62 10.9 18.6 T216 10.0 K= 5.62 10.1 17.8 T217 10.0 K= 5.62 7.9 15.8 T218 10.0 K= 5.62 7.5 15.4 T219 10.0 K= 5.62 14.0 21.0 T220 10.0 K= 5.62 13.3 20.5 T221 10.0 K= 5.62 12.5 19.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) T222 10.0 K= 5.62 11.7 19.2 T223 10.0 K= 5.62 9.5 17.3 T224 10.0 K= 5.62 9.0 16.9 T225 10.0 K= 5.62 10.5 18.2 T226 10.0 K= 5.62 10.0 17.8 T227 10.0 K= 5.62 9.0 16.9 T228 10.0 K= 5.62 8.5 16.4 T229 10.0 K= 5.62 10.3 18.1 T230 10.0 K= 5.62 8.8 16.7 T231 10.0 K= 5.62 8.4 16.3 T232 10.0 K= 5.62 9.9 17.7 T233 10.0 K= 5.62 8.1 16.0 T234 10.0 K= 5.62 7.7 15.6 T235 10.0 K= 5.62 9.1 16.9 T236 10.0 K= 5.62 8.5 16.4 T237 10.0 K= 5.62 9.3 17.1 T238 10.0 K= 5.62 8.7 16.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI 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: 1 888.4 10.400 PL 30.00 PF 0.2 CITY 0.0 SRCE 88.8 (N/A) 3.4 140 FTG ETG PE -0.2 4 0.5 H.S. 88.4 150.0 0.002 TL 139.00 PV 0.1 Pipe: 2 738.4 8.249 PL 1.50 PF 0.1 4 0.5 H.S. 88.4 150.0 4.4 120 FTG E PE -0.8 5 2.3 0.0 87.5 0.0 0.004 TL 21.50 PV 0.1 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 87.5 0.0 3.5 psi, 738.4 gpm 6 2.3 0.0 84.0 0.0 Pipe: 4 738.4 8.249 PL 1.50 PF 0.1 6 2.3 0.0 84.0 0.0 4.4 120 FTG E PE 0.0 7 2.3 0.0 83.9 0.0 0.004 TL 21.50 PV 0.1 Pipe: 5 738.4 8.249 PL 2.00 PF 0.0 7 2.3 0.0 83.9 0.0 4.4 120 FTG ---- PE 0.0 8 2.3 0.0 83.9 0.0 0.004 TL 2.00 PV 0.1 Pipe: 6 738.4 8.249 PL 26.00 PF 0.3 8 2.3 0.0 83.9 0.0 4.4 120 FTG TG PE -12.3 H10 30.6 0.0 71.3 0.0 0.004 TL 72.00 PV 0.1 Pipe: 7 738.4 8.249 PL 0.50 PF 0.2 H10 30.6 0.0 71.3 0.0 4.4 120 FTG 2E PE 0.0 H11 30.6 0.0 71.1 0.0 0.004 TL 40.50 PV 0.1 Pipe: 8 738.4 8.249 PL 138.92 PF 0.6 Hil 30.6 0.0 71.1 0.0 4.4 120 FTG ---- PE 0.0 H12 30.6 0.0 70.5 0.0 0.004 TL 138.92 PV 0.1 Pipe: 9 738.4 8.249 PL 15.46 PF 0.1 H12 30.6 0.0 70.5 0.0 4.4 120 FTG ---- PE 0.0 H13 30.6 0.0 70.4 0.0 0.004 TL 15.46 PV 0.1 Pipe: 10 738.4 6.357 PL 4.33 PF 0.4 H13 30.6 0.0 70.4 0.0 7.5 120 FTG E PE -2.0 H2O 35.2 0.0 68.1 0.0 0.016 TL 22.33 PV 0.4 Pipe: 11 695.6 6.357 PL 10.00 PF 0.1 H2O 35.2 0.0 68.1 0.0 7.0 120 FTG ---- PE 0.0 H21 35.2 0.0 67.9 0.0 0.014 TL 10.00 PV 0.3 Pipe: 12 659.6 6.357 PL 10.00 PF 0.1 H21 35.2 0.0 67.9 0.0 6.7 120 FTG ---- PE 0.0 H22 35.2 0.0 67.8 0.0 0.013 TL 10.00 PV 0.3 Pipe: 13 630.3 6.357 PL 8.00 PF 0.1 H22 35.2 0.0 67.8 0.0 6.4 120 FTG ---- PE 0.0 H23 35.2 0.0 67.7 0.0 0.012 TL 8.00 PV 0.3 SrRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 14 605.9 6.357 PL 8.00 PF 0.1 H23 35.2 0.0 67.7 0.0 6.1 120 FTG ---- PE 0.0 H24 35.2 0.0 67.6 0.0 0.011 TL 8.00 PV 0.3 Pipe: 15 586.0 6.357 PL 10.00 PF 0.1 H24 35.2 0.0 67.6 0.0 5.9 120 FTG ---- PE 0.0 H25 35.2 0.0 67.5 0.0 0.010 TL 10.00 PV 0.2 Pipe: 16 571.1 6.357 PL 10.00 PF 0.1 H25 35.2 0.0 67.5 0.0 5.8 120 FTG ---- PE 0.0 H26 35.2 0.0 67.4 0.0 0.010 TL 10.00 PV 0.2 Pipe: 17 560.6 6.357 PL 10.00 PF 0.1 H26 35.2 0.0 67.4 0.0 5.7 120 FTG ---- PE 0.0 H27 35.2 0.0 67.3 0.0 0.010 TL 10.00 PV 0.2 Pipe: 18 554.6 6.357 PL 10.00 PF 0.1 H27 35.2 0.0 67.3 0.0 5.6 120 FTG ---- PE 0.0 H28 35.2 0.0 67.2 0.0 0.009 TL 10.00 PV 0.2 Pipe: 19 557.5 6.357 PL 10.00 PF 0.1 H28 35.2 0.0 67.2 0.0 5.6 120 FTG ---- PE 0.0 H29 35.2 0.0 67.1 0.0 0.009 TL 10.00 PV 0.2 Pipe: 20 565.7 6.357 PL 10.00 PF 0.1 H29 35.2 0.0 67.1 0.0 5.7 120 FTG ---- PE 0.0 H30 35.2 0.0 67.0 0.0 0.010 TL 10.00 PV 0.2 Pipe: 21 578.4 6.357 PL 10.00 PF 0.1 H30 35.2 0.0 67.0 0.0 5.8 120 FTG ---- PE 0.0 H31 35.2 0.0 66.9 0.0 0.010 TL 10.00 PV 0.2 Pipe: 22 595.8 6.357 PL 10.00 PF 0.1 H31 35.2 0.0 66.9 0.0 6.0 120 FTG ---- PE 0.0 H32 35.2 0.0 66.8 0.0 0.011 TL 10.00 PV 0.2 Pipe: 23 618.4 6.357 PL 10.00 PF 0.1 H32 35.2 0.0 66.8 0.0 6.3 120 FTG ---- PE 0.0 H33 35.2 0.0 66.7 0.0 0.011 TL 10.00 PV 0.3 Pipe: 24 646.8 6.357 PL 5.25 PF 0.1 H33 35.2 0.0 66.7 0.0 6.5 120 FTG ---- PE 1.3 B 32.2 0.0 68.0 0.0 0.012 TL 5.25 PV 0.3 Pipe: 24A -91.7 6.357 PL 4.75 PF 0.0 B 32.2 0.0 68.0 0.0 0.9 120 FTG ---- PE -1.3 H34 35.2 0.0 66.7 0.0 0.000 TL 4.75 PV 0.0 Pipe: 25 -60.6 6.357 PL 10.00 PF 0.0 H34 35.2 0.0 66.7 0.0 0.6 120 FTG ---- PE 0.0 H35 35.2 0.0 66.7 0.0 0.000 TL 10.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) Page 8 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: 26 H35 35.2 0.0 66.7 H36 35.2 0.0 66.7 Pipe: 27 H2O 35.2 0.0 68.1 H40 37.5 0.0 67.0 Pipe: H21 H41 28 35.2 0.0 67.9 37.5 0.0 66.9 Pipe: 30 H22 35.2 0.0 67.8 H42 37.5 0.0 66.8 Pipe: 31 H23 35.2 0.0 67.7 H43 37.5 0.0 66.7 Pipe: 32 H24 35.2 0.0 67.6 H44 37.5 0.0 66.6 Pipe: 33 H25 35.2 0.0 67.5 H45 37.5 0.0 66.5 Pipe: 34 H26 35.2 0.0 67.4 H46 37.5 0.0 66.4 Pipe: 35 H27 35.2 0.0 67.3 H47 37.5 0.0 66.3 Pipe: 36 H28 35.2 0.0 67.2 H48 37.5 0.0 66.2 Pipe: 37 H29 35.2 0.0 67.1 H49 37.5 0.0 66.1 Pipe: 38 H30 35.2 0.0 67.0 H50 37.5 0.0 66.0 Pipe: 39 H31 35.2 0.0 66.9 H51 37.5 0.0 65.9 - 30.2 6.357 0.0 0.3 120 0.0 0.000 42.8 3.352 0.0 1.6 120 0.0 0.002 36.0 3.352 0.0 1.3 120 0.0 0.001 29.3 3.352 0.0 1.1 120 0.0 0.001 24.4 3.352 0.0 0.9 120 0.0 0.001 19.9 3.352 0.0 0.7 120 0.0 0.000 14.9 3.352 0.0 0.5 120 0.0 0.000 10.5 3.352 0.0 0.4 120 0.0 0.000 6.1 3.352 0.0 0.2 120 0.0 0.000 -2.9 3.352 0.0 0.1 120 0.0 0.000 -8.2 3.352 0.0 0.3 120 0.0 0.000 - 12.7 3.352 0.0 0.5 120 0.0 0.000 -17.4 3.352 0.0 0.6 120 0.0 0.000 PRESS. SUM. (PSI) PL 10.00 PF FTG ---- PE TL 10.00 PV PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 0.0 0.0 0.0 -1.0 0.0 0.0 - 1.0 0.0 0.0 - 1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 - 1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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 -22.6 3.352 PL 2.29 PF 0.0 H32 35.2 0.0 66.8 0.0 0.8 120 FTG T PE -1.0 H52 37.5 0.0 65.8 0.0 0.001 TL 25.29 PV 0.0 Pipe: 41 -28.4 3.352 PL 2.29 PF 0.0 H33 35.2 0.0 66.7 0.0 1.0 120 FTG T PE -1.0 H53 37.5 0.0 65.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 42 -31.1 3.352 PL 2.29 PF 0.0 H34 35.2 0.0 66.7 0.0 1.1 120 FTG T PE -1.0 H54 37.5 0.0 65.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 43 -30.4 3.352 PL 2.29 PF 0.0 H35 35.2 0.0 66.7 0.0 1.1 120 FTG T PE -1.0 H55 37.5 0.0 65.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 44 -30.2 3.352 PL 2.29 PF 0.0 H36 35.2 0.0 66.7 0.0 1.1 120 FTG T PE -1.0 H56 37.5 0.0 65.7 0.0 0.001 TL 25.29 PV 0.0 Pipe: 45 42.8 4.352 PL 10.00 PF 0.0 H60 37.5 0.0 66.6 0.0 0.9 120 FTG ---- PE 0.0 H61 37.5 0.0 66.6 0.0 0.001 TL 10.00 PV 0.0 Pipe: 46 78.8 4.352 PL 10.00 PF 0.0 H61 37.5 0.0 66.6 0.0 1.7 120 FTG ---- PE 0.0 H62 37.5 0.0 66.6 0.0 0.002 TL 10.00 PV 0.0 Pipe: 47 108.1 4.352 PL 8.00 PF 0.0 H62 37.5 0.0 66.6 0.0 2.3 120 FTG ---- PE 0.0 H63 37.5 0.0 66.5 0.0 0.003 TL 8.00 PV 0.0 Pipe: 48 132.5 4.352 PL 8.00 PF 0.0 H63 37.5 0.0 66.5 0.0 2.9 120 FTG ---- PE 0.0 H64 37.5 0.0 66.5 0.0 0.004 TL 8.00 PV 0.1 Pipe: 49 152.4 4.352 PL 10.00 PF 0.1 H64 37.5 0.0 66.5 0.0 3.3 120 FTG ---- PE 0.0 H65 37.5 0.0 66.4 0.0 0.005 TL 10.00 PV 0.1 Pipe: 50 167.3 4.352 PL 10.00 PF 0.1 H65 37.5 0.0 66.4 0.0 3.6 120 FTG ---- PE 0.0 H66 37.5 0.0 66.4 0.0 0.006 TL 10.00 PV 0.1 Pipe: 51 177.8 4.352 PL 10.00 PF 0.1 H66 37.5 0.0 66.4 0.0 3.8 120 FTG ---- PE 0.0 H67 37.5 0.0 66.3 0.0 0.007 TL 10.00 PV 0.1 Pipe: 52 183.8 4.352 PL 10.00 PF 0.1 H67 37.5 0.0 66.3 0.0 4.0 120 FTG ---- PE 0.0 H68 37.5 0.0 66.2 0.0 0.008 TL 10.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 53 180.9 4.352 PL 10.00 PF 0.1 H68 37.5 0.0 66.2 0.0 3.9 120 FTG ---- PE 0.0 H69 37.5 0.0 66.1 0.0 0.007 TL 10.00 PV 0.1 Pipe: 54 172.7 4.352 PL 10.00 PF 0.1 H69 37.5 0.0 66.1 0.0 3.7 120 FTG ---- PE 1.0 H70 35.2 0.0 67.1 0.0 0.007 TL 10.00 PV 0.1 Pipe: 55 160.1 4.352 PL 10.00 PF 0.1 H70 35.2 0.0 67.1 0.0 3.5 120 FTG --_- PE 0.0 H71 35.2 0.0 67.0 0.0 0.006 TL 10.00 PV 0.1 Pipe: 56 142.7 4.352 PL 10.00 PF 0.0 H71 35.2 0.0 67.0 0.0 3.1 120 FTG ---- PE 0.0 H72 35.2 0.0 67.0 0.0 0.005 TL 10.00 PV 0.1 Pipe: 57 120.0 4.352 PL 10.00 PF 0.0 H72 35.2 0.0 67.0 0.0 2.6 120 FTG ---- PE 0.0 H73 35.2 0.0 66.9 0.0 0.004 TL 10.00 PV 0.0 Pipe: 58 91.7 4.352 PL 10.00 PF 0.0 H73 35.2 0.0 66.9 0.0 2.0 120 FTG ---- PE 0.0 H74 35.2 0.0 66.9 0.0 0.002 TL 10.00 PV 0.0 Pipe: 59 60.6 4.352 PL 10.00 PF 0.0 H74 35.2 0.0 66.9 0.0 1.3 120 FTG ---- PE 0.0 H75 35.2 0.0 66.9 0.0 0.001 TL 10.00 PV 0.0 Pipe: 60 30.2 4.352 PL 10.00 PF 0.0 H75 35.2 0.0 66.9 0.0 0.7 120 FTG ---- PE 0.0 H76 35.2 0.0 66.9 0.0 0.000 TL 10.00 PV 0.0 Pipe: 61 -42.8 3.352 PL 2.29 PF 0.0 H60 37.5 0.0 66.6 0.0 1.6 120 FTG T PE 0.0 H80 37.5 0.0 66.6 0.0 0.002 TL 25.29 PV 0.0 Pipe: 62 -36.0 3.352 PL 2.29 PF 0.0 H61 37.5 0.0 66.6 0.0 1.3 120 FTG T PE 0.0 H81 37.5 0.0 66.6 0.0 0.001 TL 25.29 PV 0.0 Pipe: 63 -29.3 3.352 PL 2.29 PF 0.0 H62 37.5 0.0 66.6 0.0 1.1 120 FTG T PE 0.0 H82 37.5 0.0 66.6 0.0 0.001 TL 25.29 PV 0.0 Pipe: 64 -24.4 3.352 PL 2.29 PF 0.0 H63 37.5 0.0 66.5 0.0 0.9 120 FTG T PE 0.0 H83 37.5 0.0 66.5 0.0 0.001 TL 25.29 PV 0.0 Pipe: 65 -19.9 3.352 PL 2.29 PF 0.0 H64 37.5 0.0 66.5 0.0 0.7 120 FTG T PE 0.0 H84 37.5 0.0 66.5 0.0 0.000 TL 25.29 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 66 -14.9 3.352 PL 2.29 PF 0.0 H65 37.5 0.0 66.4 0.0 0.5 120 FTG T PE 0.0 H85 37.5 0.0 66.4 0.0 0.000 TL 25.29 PV 0.0 Pipe: 67 -10.5 3.352 PL 2.29 PF 0.0 H66 37.5 0.0 66.4 0.0 0.4 120 FTG T PE 0.0 H86 37.5 0.0 66.4 0.0 0.000 TL 25.29 PV 0.0 Pipe: 68 -6.1 3.352 PL 2.29 PF 0.0 H67 37.5 0.0 66:3 0.0 0.2 120 FTG T PE 0.0 H87 37.5 0.0 66.3 0.0 0.000 TL 25.29 PV 0.0 Pipe: 69 2.9 3.352 PL 2.29 PF 0.0 H68 37.5 0.0 66.2 0.0 0.1 120 FTG T PE 0.0 H88 37.5 0.0 66.2 0.0 0.000 TL 25.29 PV 0.0 Pipe: 70 8.2 3.352 PL 2.29 PF 0.0 H69 37.5 0.0 66.1 0.0 0.3 120 FTG T PE 0.0 H89 37.5 0.0 66.1 0.0 0.000 TL 25.29 PV 0.0 Pipe: 71 12.7 3.352 PL 2.29 PF 0.0 H70 35.2 0.0 67.1 0.0 0.5 120 FTG T PE -1.0 H90 37.5 0.0 66.1 0.0 0.000 TL 25.29 PV 0.0 Pipe: 72 17.4 3.352 PL 2.29 PF 0.0 H71 35.2 0.0 67.0 0.0 0.6 120 FTG T PE -1.0 H91 37.5 0.0 66.0 0.0 0.000 TL 25.29 PV 0.0 Pipe: 73 22.6 3.352 PL 2.29 PF 0.0 H72 35.2 0.0 67.0 0.0 0.8 120 FTG T PE -1.0 H92 37.5 0.0 66.0 0.0 0.001 TL 25.29 PV 0.0 Pipe: 74 28.4 3.352 PL 2.29 PF 0.0 H73 35.2 0.0 66.9 0.0 1.0 120 FTG T PE -1.0 H93 37.5 0.0 65.9 0.0 0.001 TL 25.29 PV 0.0 Pipe: 75 31.1 3.352 PL 2.29 PF 0.0 H74 35.2 0.0 66.9 0.0 1.1 120 FTG T PE -1.0 H94 37.5 0.0 65.9 0.0 0.001 TL 25.29 PV 0.0 Pipe: 76 30.4 3.352 PL 2.29 PF 0.0 H75 35.2 0.0 66.9 0.0 1.1 120 FTG T PE -1.0 H95 37.5 0.0 65.9 0.0 0.001 TL 25.29 PV 0.0 Pipe: 77 30.2 3.352 PL 2.29 PF 0.0 H76 35.2 0.0 66.9 0.0 1.1 120 FTG T PE -1.0 H96 37.5 0.0 65.9 0.0 0.001 TL 25.29 PV 0.0 Pipe: 78 42.8 3.352 PL 172.00 PF 0.4 H40 37.5 0.0 67.0 0.0 1.6 120 FTG 2T PE 0.0 H80 37.5 0.0 66.6 0.0 0.002 TL 218.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 79 36.0 3.352 PL 172.00 PF 0.3 H41 37.5 0.0 66.9 0.0 1.3 120 FTG 2T PE 0.0 H81 37.5 0.0 66.6 0.0 0.001 TL 218.00 PV 0.0 Pipe: 80 29.3 3.352 PL 172.00 PF 0.2 H42 37.5 0.0 66.8 0.0 1.1 120 FTG 2T PE 0.0 H82 37.5 0.0 66.6 0.0 0.001 TL 218.00 PV 0.0 Pipe: 81 24.4 3.352 PL 172.00 PF 0.1 H43 37.5 0.0 66.7 0.0 0.9 120 FTG 2T PE 0.0 H83 37.5 0.0 66.5 0.0 0.001 TL 218.00 PV 0.0 Pipe: 82 19.9 3.352 PL 172.00 PF 0.1 H44 37.5 0.0 66.6 0.0 0.7 120 FTG 2T PE 0.0 H84 37.5 0.0 66.5 0.0 0.000 TL 218.00 PV 0.0 Pipe: 83 14.9 3.352 PL 172.00 PF 0.1 H45 37.5 0.0 66.5 0.0 0.5 120 FTG 2T PE 0.0 H85 37.5 0.0 66.4 0.0 0.000 TL 218.00 PV 0.0 Pipe: 84 10.5 3.352 PL 172.00 PF 0.0 H46 37.5 0.0 66.4 0.0 0.4 120 FTG 2T PE 0.0 H86 37.5 0.0 66.4 0.0 0.000 TL 218.00 PV 0.0 Pipe: 85 6.1 3.352 PL 172.00 PF 0.0 H47 37.5 0.0 66.3 0.0 0.2 120 FTG 2T PE 0.0 H87 37.5 0.0 66.3 0.0 0.000 TL 218.00 PV 0.0 Pipe: 86 -2.9 3.352 PL 172.00 PF 0.0 H48 37.5 0.0 66.2 0.0 0.1 120 FTG 2T PE 0.0 H88 37.5 0.0 66.2 0.0 0.000 TL 218.00 PV 0.0 Pipe: 87 -8.2 3.352 PL 172.00 PF 0.0 H49 37.5 0.0 66.1 0.0 0.3 120 FTG 2T PE 0.0 H89 37.5 0.0 66.1 0.0 0.000 TL 218.00 PV 0.0 Pipe: 88 -12.7 3.352 PL 172.00 PF 0.0 H50 37.5 0.0 66.0 0.0 0.5 120 FTG 2T PE 0.0 H90 37.5 0.0 66.1 0.0 0.000 TL 218.00 PV 0.0 Pipe: 89 -17.4 3.352 PL 172.00 PF 0.1 H51 37.5 0.0 65.9 0.0 0.6 120 FTG 2T PE 0.0 H91 37.5 0.0 66.0 0.0 0.000 TL 218.00 PV 0.0 Pipe: 90 -22.6 3.352 PL 172.00 PF 0.1 H52 37.5 0.0 65.8 0.0 0.8 120 FTG 2T PE 0.0 H92 37.5 0.0 66.0 0.0 0.001 TL 218.00 PV 0.0 Pipe: 91 -28.4 3.352 PL 172.00 PF 0.2 H53 37.5 0.0 65.7 0.0 1.0 120 FTG 2T PE 0.0 H93 37.5 0.0 65.9 0.0 0.001 TL 218.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI 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: 92 -31.1 3.352 PL 106.00 H54 37.5 0.0 65.7 0.0 1.1 120 FTG T 801 37.5 0.0 65.8 0.0 0.001 TL 129.00 Pipe: 93 -31.1 3.352 PL 10.00 801 37.5 0.0 65.8 0.0 1.1 120 FTG ---- 802 37.5 0.0 65.8 0.0 0.001 TL 10.00 Pipe: 802 803 94 -31.1 37.5 -0.0 65.8 0.0 1.1 37.5 0.0 65.8 0.0 3.352 PL 10.00 120 FTG - PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE 0.001 TL 10.00 PV Pipe: 95 -31.1 3.352 803 37.5 0.0 65.8 0.0 1.1 120 804 37.5 0.0 65.8 0.0 0.001 Pipe: 96 -31.1 3.352 804 37.5 0.0 65.8 0.0 1.1 120 H94 37.5 0.0 65.9 0.0 0.001 Pipe: 97 -30.4 3.352 H55 37.5 0.0 65.7 0.0 1.1 120 805 37.5 0.0 65.8 0.0 0.001 Pipe: 98 -30.4 3.352 805 37.5 0.0 65.8 0.0 1.1 120 806 37.5 0.0 65.8 0.0 0.001 Pipe: 99 -30.4 3.352 806 37.5 0.0 65.8 0.0 1.1 120 807 37.5 0.0 65.8 0.0 0.001 Pipe: 100 -30.4 3.352 807 37.5 0.0 65.8 0.0 1.1 120 808 37.5 0.0 65.8 0.0 0.001 Pipe: 101 -30.4 3.352 808 37.5 0.0 65.8 0.0 1.1 120 H95 37.5 0.0 65.9 0.0 0.001 PL 10.00 PF FTG ---- PE TL 10.00 PV PL 36.00 FTG T TL 59.00 PL 106.00 FTG T TL 129.00 PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 PL 36.00 FTG T TL 59.00 Pipe: 102 -30.2 3.352 PL 106.00 H56 37.5 0.0 65.7 0.0 1.1 120 FTG T 809 37.5 0.0 65.8 0.0 0.001 TL 129.00 Pipe: 103 -30.2 3.352 PL 10.00 809 37.5 0.0 65.8 0.0 1.1 120 FTG ---- 810 37.5 0.0 65.8 0.0 0.001 TL 10.00 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV Pipe: 104 -30.2 3.352 PL 10.00 PF 810 37.5 0.0 65.8 0.0 1.1 120 FTG ---- PE 811 37.5 0.0 65.8 0.0 0.001 TL 10.00 PV 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 K 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 105 -30.2 3.352 PL 10.00 PF 0.0 811 37.5 0.0 65.8 0.0 1.1 120 FTG ---- PE 0.0 812 37.5 0.0 65.8 0.0 0.001 TL 10.00 PV 0.0 Pipe: 106 -30.2 3.352 PL 36.00 PF 0.1 812 37.5 0.0 65.8 0.0 1.1 120 FTG T PE 0.0 H96 37.5 0.0 65.9 0.0 0.001 TL 59.00 PV 0.0 Pipe: 107 738.4 3.352 PL 17.00 PF 14.4 32.2 0.0 68.0 0.0 26.8 - -120 FTG T PE- -1.3 T9 35.2 0.0 52.2 0.0 0.360 TL 40.00 PV 4.8 Pipe: 108 738.4 3.352 PL 23.71 PF 12.5 T9 35.2 0.0 52.2 0.0 26.8 120 FTG E PE 10.3 T10 11.5 0.0 50.0 0.0 0.360 TL 34.71 PV 4.8 Pipe: 109 738.4 3.352 PL 38.58 PF 25.8 T10 11.5 0.0 50.0 0.0 26.8 120 FTG 3E PE 0.0 Til 11.5 0.0 24.2 0.0 0.360 TL 71.58 PV 4.8 Pipe: 110 669.3 3.352 PL 8.00 PF 2.4 T11 11.5 0.0 24.2 0.0 24.3 120 FTG ---- PE 0.0 T12 11.5 0.0 21.8 0.0 0.300 TL 8.00 PV 4.0 Pipe: 111 603.8 3.352 PL 9.50 PF 2.4 T12 11.5 0.0 21.8 0.0 22.0 120 FTG ---- PE 0.0 T13 11.5 0.0 19.4 0.0 0.248 TL 9.50 PV 3.2 Pipe: 112 540.7 3.352 PL 4.50 PF 0.9 T13 11.5 0.0 19.4 0.0 19.7 120 FTG ---- PE 0.0 T14 11.5 0.0 18.5 0.0 0.202 TL 4.50 PV 2.6 Pipe: 113 478.8 3.352 PL 6.00 PF 1.0 T14 11.5 0.0 18.5 0.0 17.4 120 FTG ---- PE 0.0 T15 11.5 0.0 17.6 0.0 0.162 TL 6.00 PV 2.0 Pipe: 114 440.1 3.352 PL 4.25 PF 0.6 T15 11.5 0.0 17.6 0.0 16.0 120 FTG ---- PE 0.0 T16 11.5 0.0 17.0 0.0 0.138 TL 4.25 PV 1.7 Pipe: 115 351.4 3.352 PL 5.75 PF 0.5 T16 11.5 0.0 17.0 0.0 12.8 120 FTG ---- PE 0.0 T17 11.5 0.0 16.4 0.0 0.091 TL 5.75 PV 1.1 Pipe: 116 309.8 2.727 PL 6.17 PF 1.2 T17 11.5 0.0 16.4 0.0 17.0 120 FTG ---- PE 0.0 T18 11.5 0.0 15.2 0.0 0.197 TL 6.17 PV 1.9 Pipe: 117 270.8 2.727 PL 2.83 PF 0.4 T18 11.5 0.0 15.2 0.0 14.9 120 FTG PE 0.0 T19 11.5 0.0 14.8 0.0 0.154 TL 2.83 PV 1.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 118 236.6 2.727 PL 8.54 PF 1.0 T19 11.5 0.0 14.8 0.0 13.0 120 FTG ---- PE 0.0 T20 11.5 0.0 13.8 0.0 0.120 TL 8.54 PV 1.1 Pipe: 119 167.3 2.227 PL 2.46 PF 0.4 T20 11.5 0.0 13.8 0.0 13.8 120 FTG ---- PE 0.0 T21 11.5 0.0 13.4 0.0 0.169 TL 2.46 PV 1.3 Pipe: 120 116.3 2.227 PL 12.00 PF 1.0 - T21 11.5 0.0 1344- 0.0 9.6 •120 FTG ----- PE 0.0 T22 11.5 0.0 12.3 0.0 0.086 TL 12.00 PV 0.6 Pipe: 121 67.0 2.227 PL 10.00 PF 0.3 T22 11.5 0.0 12.3 0.0 5.5 120 FTG ---- PE 0.0 T23 11.5 0.0 12.0 0.0 0.031 TL 10.00 PV 0.2 Pipe: 122 33.7 3.352 PL 8.00 PF 0.0 T23 11.5 0.0 12.0 0.0 1.2 120 FTG ---- PE 0.0 T24 11.5 0.0 12.0 0.0 0.001 TL 8.00 PV 0.0 Pipe: 123 69.1 1.452 PL 0.83 PF 2.3 T11 11.5 0.0 24.2 0.0 13.4 120 FTG T PE -0.3 T31 12.3 0.0 21.5 0.0 0.265 TL 8.83 PV 1.2 Pipe: 124 69.1 1.452 PL 6.00 PF 2.6 T31 12.3 0.0 21.5 0.0 13.4 120 FTG E PE 0.0 T100 12.3 0.0 18.9 0.0 0.265 TL 10.00 PV 1.2 Pipe: 125 44.9 1.104 PL 6.00 PF 2.7 T100 12.3 0.0 18.9 0.0 15.0 120 FTG ---- PE 0.0 T101 12.3 0.0 16.2 0.0 0.452 TL 6.00 PV 1.5 Pipe: 126 22.3 1.104 PL 6.00 PF 0.7 T101 12.3 0.0 16.2 0.0 7.5 120 FTG ---- PE 0.0 T102 12.3 0.0 15.4 0.0 0.124 TL 6.00 PV 0.4 Pipe: 127 65.5 1.452 PL 0.83 PF 2.1 T12 11.5 0.0 21.8 0.0 12.7 120 FTG T PE -0.4 T32 12.3 0.0 19.3 0.0 0.240 TL 8.83 PV 1.1 Pipe: 128 65.5 1.452 PL 6.00 PF 2.4 T32 12.3 0.0 19.3 0.0 12.7 120 FTG E PE 0.0 T50 12.3 0.0 16.9 0.0 0.240 TL 10.00 PV 1.1 Pipe: 129 22.6 1.104 PL 2.00 PF 1.0 T50 12.3 0.0 16.9 0.0 7.6 120 FTG T PE 0.0 T103 12.3 0.0 15.9 0.0 0.128 TL 8.00 PV 0.4 Pipe: 130 42.9 1.104 PL 4.00 PF 1.7 T50 12.3 0.0 16.9 0.0 14.4 120 FTG ---- PE 0.0 T51 12.3 0.0 15.3 0.0 0.416 TL 4.00 PV 1.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 131 21.3 1.104 PL 0.83 PF 0.8 T51 12.3 0.0 15.3 0.0 7.1 120 FTG T PE 0.4 T81 11.5 0.0 14.8 0.0 0.114 TL 6.83 PV 0.3 Pipe: 132 21.6 1.104 PL 8.00 PF 0.9 T51 12.3 0.0 15.3 0.0 7.2 120 FTG ---- PE 0.0 T105 12.3 0.0 14.3 0.0 0.117 TL 8.00 PV 0.4 Pipe: 133 21.3 1.104 PL 2.00 PF 0.6 T81 11.5 0.0 14.8 0.0 7.1 - 120 FTG E PE 0.0 T104 11.5 0.0 14.3 0.0 0.114 TL 5.00 PV 0.3 Pipe: 134 39.9 1.452 PL 0.83 PF 0.8 T13 11.5 0.0 19.4 0.0 7.7 120 FTG T PE -0.4 T33 12.3 0.0 18.2 0.0 0.096 TL 8.83 PV 0.4 Pipe: 135 39.9 1.104 PL 10.00 PF 4.7 T33 12.3 0.0 18.2 0.0 13.4 120 FTG E PE 0.0 T52 12.3 0.0 13.5 0.0 0.363 TL 13.00 PV 1.2 Pipe: 136 20.2 1.104 PL 0.83 PF 0.7 T52 12.3 0.0 13.5 0.0 6.8 120 FTG T PE 0.4 T82 11.5 0.0 13.2 0.0 0.103 TL 6.83 PV 0.3 Pipe: 137 19.7 1.104 PL 8.00 PF 0.8 T52 12.3 0.0 13.5 0.0 6.6 120 FTG ---- PE 0.0 T53 12.3 0.0 12.7 0.0 0.099 TL 8.00 PV 0.3 Pipe: 138 19.7 1.104 PL 0.83 PF 0.4 T53 12.3 0.0 12.7 0.0 6.6 120 FTG E PE 0.4 T83 11.5 0.0 12.7 0.0 0.099 TL 3.83 PV 0.3 Pipe: 139 20.2 1.104 PL 1.50 PF 0.5 T82 11.5 0.0 13.2 0.0 6.8 120 FTG E PE 0.0 T107 11.5 0.0 12.7 0.0 0.103 TL 4.50 PV 0.3 Pipe: 140 19.7 1.104 PL 3.50 PF 0.6 T83 11.5 0.0 12.7 0.0 6.6 120 FTG E PE 0.0 T108 11.5 0.0 12.1 0.0 0.099 TL 6.50 PV 0.3 Pipe: 141 23.2 1.104 PL 3.50 PF 2.1 T13 11.5 0.0 19.4 0.0 7.8 120 FTG 2ET PE 0.0 T106 11.5 0.0 17.4 0.0 0.134 TL 15.50 PV 0.4 Pipe: 142 61.9 1.452 PL 0.83 PF 1.9 T14 11.5 0.0 18.5 0.0 12.0 120 FTG T PE -0.4 T34 12.3 0.0 16.3 0.0 0.216 TL 8.83 PV 1.0 Pipe: 143 61.9 1.452 PL 4.17 PF 1.8 T34 12.3 0.0 16.3 0.0 12.0 120 FTG E PE 0.0 T54 12.3 0.0 14.5 0.0 0.216 TL 8.17 PV 1.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 144 21.0 1.104 PL 2.58 PF 1.0 T54 12.3 0.0 14.5 0.0 7.0 120 FTG T PE 0.0 T109 12.3 0.0 13.5 0.0 0.111 TL 8.58 PV 0.3 Pipe: 145 40.9 1.104 PL 2.25 PF 0.9 T54 12.3 0.0 14.5 0.0 13.7 120 FTG ---- PE 0.0 T110 12.3 0.0 13.6 0.0 0.381 TL 2.25 PV 1.3 Pipe: 146 20.0 1.104 PL 13.83 PF 1.4 T110 12.3 0.-0 13.6 0.0 6.7 120 FTG ---- PE 0.0 T111 12.3 0.0 12.2 0.0 0.102 TL 13.83 PV 0.3 Pipe: 147 38.8 1.452 PL 0.83 PF 0.8 T15 11.5 0.0 17.6 0.0 7.5 120 FTG T PE -0.3 T35 12.3 0.0 16.4 0.0 0.091 TL 8.83 PV 0.4 Pipe: 148 38.8 1.104 PL 10.00 PF 4.5 T35 12.3 0.0 16.4 0.0 13.0 120 FTG E PE 0.0 T112 12.3 0.0 11.9 0.0 0.345 TL 13.00 PV 1.1 Pipe: 149 19.2 1.104 PL 8.00 PF 0.8 T112 12.3 0.0 11.9 0.0 6.4 120 FTG ---- PE 0.0 T113 12.3 0.0 11.2 0.0 0.094 TL 8.00 PV 0.3 Pipe: 150 88.7 1.687 PL 0.50 PF 2.1 T16 11.5 0.0 17.0 0.0 12.7 120 FTG T PE 0.2 T36 11.0 0.0 15.1 0.0 0.202 TL 10.50 PV 1.1 Pipe: 151 21.1 1.104 PL 2.42 PF 0.9 T36 11.0 0.0 15.1 0.0 7.1 120 FTG T PE -0.2 T114 11.5 0.0 13.9 0.0 0.112 TL 8.42 PV 0.3 Pipe: 152 67.6 1.452 PL 7.58 PF 4.0 T36 11.0 0.0 15.1 0.0 13.1 120 FTG T PE 0.0 T115 11.0 0.0 11.1 0.0 0.254 TL 15.58 PV 1.2 Pipe: 153 49.0 1.452 PL 3.00 PF 0.4 T115 11.0 0.0 11.1 0.0 9.5 120 FTG ---- PE 0.0 T55 11.0 0.0 10.7 0.0 0.140 TL 3.00 PV 0.6 Pipe: 154 17.8 1.104 PL 3.00 PF 0.7 T55 11.0 0.0 10.7 0.0 6.0 120 FTG T PE 0.0 T116 11.0 0.0 10.0 0.0 0.082 TL 9.00 PV 0.2 Pipe: 155 31.2 1.104 PL 6.00 PF 2.8 T55 11.0 0.0 10.7 0.0 10.4 120 FTG T PE 0.0 T117 11.0 0.0 7.9 0.0 0.230 TL 12.00 PV 0.7 Pipe: 156 15.4 1.104 PL 7.00 PF 0.6 T117 11.0 0.0 7.9 0.0 5.2 120 FTG E PE 0.0 T118 11.0 0.0 7.3 0.0 0.062 TL 10.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 157 41.5 1.452 PL 0.83 PF 0.9 T17 11.5 0.0 16.4 0.0 8.1 120 FTG T PE -0.4 T37 12.3 0.0 15.2 0.0 0.103 TL 8.83 PV 0.4 Pipe: 158 41.5 1.452 PL 8.00 PF 1.2 T37 12.3 0.0 15.2 0.0 8.1 120 FTG E PE 0.0 T119 12.3 0.0 13.9 0.0 0.103 TL 12.00 PV 0.4 Pipe: 159 20.5 1.104 PL 10.00 PF 1.1 T119 12.3 -0:0 13.9 0.0 6.9 - 120 FTG ---- PE 0.0 T120 12.3 0.0 12.9 0.0 0.106 TL 10.00 PV 0.3 Pipe: 160 39.0 1.104 PL 0.50 PF 2.3 T18 11.5 0.0 15.2 0.0 13.1 120 FTG T PE 0.2 T38 11.0 0.0 13.2 0.0 0.350 TL 6.50 PV 1.2 Pipe: 161 19.8 1.104 PL 1.42 PF 0.7 T38 11.0 0.0 13.2 0.0 6.7 120 FTG T PE 0.0 T121 11.0 0.0 12.4 0.0 0.100 TL 7.42 PV 0.3 Pipe: 162 19.2 1.104 PL 10.58 PF 1.6 T38 11.0 0.0 13.2 0.0 6.4 120 FTG T PE 0.0 T122 11.0 0.0 11.6 0.0 0.094 TL 16.58 PV 0.3 Pipe: 163 34.2 1.452 PL 0.83 PF 0.6 T19 11.5 0.0 14.8 0.0 6.6 120 FTG T PE -0.4 T39 12.3 0.0 13.8 0.0 0.072 TL 8.83 PV 0.3 Pipe: 164 34.2 1.104 PL 12.00 PF 4.1 T39 12.3 0.0 13.8 0.0 11.5 120 FTG E PE 0.0 T56 12.3 0.0 9.7 0.0 0.274 TL 15.00 PV 0.9 Pipe: 165 17.3 1.104 PL 0.83 PF 0.5 T56 12.3 0.0 9.7 0.0 5.8 120 FTG T PE 0.4 T86 11.5 0.0 9.5 0.0 0.078 TL 6.83 PV 0.2 Pipe: 166 16.9 1.104 PL 10.00 PF 0.7 T56 12.3 0.0 9.7 0.0 5.7 120 FTG ---- PE 0.0 T57 12.3 0.0 8.9 0.0 0.074 TL 10.00 PV 0.2 Pipe: 167 16.9 1.104 PL 0.83 PF 0.3 T57 12.3 0.0 8.9 0.0 5.7 120 FTG E PE 0.4 T87 11.5 0.0 9.0 0.0 0.074 TL 3.83 PV 0.2 Pipe: 168 17.3 1.104 PL 1.00 PF 0.3 T86 11.5 0.0 9.5 0.0 5.8 120 FTG E PE 0.0 T123 11.5 0.0 9.2 0.0 0.078 TL 4.00 PV 0.2 Pipe: 169 16.9 1.104 PL 1.00 PF 0.3 T87 11.5 0.0 9.0 0.0 5.7 120 FTG E PE 0.0 T124 11.5 0.0 8.7 0.0 0.074 TL 4.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 170 69.3 1.687 PL 0.50 PF 1.3 T20 11.5 0.0 13.8 0.0 9.9 120 FTG T PE 0.2 T40 11.0 0.0 12.6 0.0 0.128 TL 10.50 PV 0.7 Pipe: 171 36.0 1.104 PL 0.46 PF 1.9 T40 11.0 0.0 12.6 0.0 12.1 120 FTG T PE 0.0 T125 11.0 0.0 10.7 0.0 0.302 TL 6.46 PV 1.0 Pipe: 172 17.8 1.104 PL 6.21 PF 0.8 T125 11.0 0.0 10.7 0.0 6.0 120 FTG E PE 0.0 T126 11.0 0.0 9.9 0.0 0.082 TL 9.21 PV 0.2 Pipe: 173 33.2 1.104 PL 7.62 PF 3.5 T40 11.0 0.0 12.6 0.0 11.1 120 FTG T PE 0.0 T127 11.0 0.0 9.1 0.0 0.260 TL 13.62 PV 0.8 Pipe: 174 16.4 1.104 PL 8.33 PF 0.8 T127 11.0 0.0 9.1 0.0 5.5 120 FTG E PE 0.0 T128 11.0 0.0 8.3 0.0 0.070 TL 11.33 PV 0.2 Pipe: 175 51.0 1.452 PL 0.83 PF 1.3 T21 11.5 0.0 13.4 0.0 9.9 120 FTG T PE -0.4 T41 12.3 0.0 11.7 0.0 0.151 TL 8.83 PV 0.7 Pipe: 176 51.0 1.452 PL 4.00 PF 1.2 T41 12.3 0.0 11.7 0.0 9.9 120 FTG E PE 0.0 T58 12.3 0.0 10.5 0.0 0.151 TL 8.00 PV 0.7 Pipe: 177 18.1 1.104 PL 2.00 PF 0.7 T58 12.3 0.0 10.5 0.0 6.1 120 FTG T PE 0.0 T129 12.3 0.0 9.8 0.0 0.084 TL 8.00 PV 0.2 Pipe: 178 32.9 1.104 PL 8.00 PF 2.0 T58 12.3 0.0 10.5 0.0 11.0 120 FTG ---- PE 0.0 T130 12.3 0.0 8.4 0.0 0.255 TL 8.00 PV 0.8 Pipe: 179 16.3 1.104 PL 10.00 PF 0.7 T130 12.3 0.0 8.4 0.0 5.4 120 FTG ---- PE 0.0 T131 12.3 0.0 7.7 0.0 0.069 TL 10.00 PV 0.2 Pipe: 180 49.3 1.452 PL 0.83 PF 1.3 T22 11.5 0.0 12.3 0.0 9.6 120 FTG T PE -0.4 T42 12.3 0.0 10.7 0.0 0.142 TL 8.83 PV 0.6 Pipe: 181 49.3 1.452 PL 4.00 PF 1.1 T42 12.3 0.0 10.7 0.0 9.6 120 FTG E PE 0.0 T132 12.3 0.0 9.6 0.0 0.142 TL 8.00 PV 0.6 Pipe: 182 31.6 1.104 PL 8.00 PF 1.9 T132 12.3 0.0 9.6 0.0 10.6 120 FTG ---- PE 0.0 T133 12.3 0.0 7.7 0.0 0.237 TL 8.00 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI 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 PRESS. SUM. (PSI) Pipe: 183 15.6 1.104 PL 10.00 PF 0.6 T133 12.3 0.0 7.7 0.0 5.2 120 FTG ---- PE 0.0 T134 12.3 0.0 7.0 0.0 0.064 TL 10.00 PV 0.2 Pipe: 184 33.3 1.452 PL 0.83 PF 0.6 T23 11.5 0.0 12.0 0.0 6.5 120 FTG T PE -0.4 T43 12.3 0.0 11.0 0.0 0.069 TL 8.83 PV 0.3 Pipe: 185 33.3 1.104 PL 6.00 PF 2.3 T43 12.3 0.0 11.0 0.0 11.2 120 FTG E PE 0.0 T135 12.3 0.0 8.7 0.0 0.261 TL 9.00 PV 0.8 Pipe: 186 16.4 1.104 PL 12.00 PF 0.8 T135 12.3 0.0 8.7 0.0 5.5 120 FTG ---- PE 0.0 T136 12.3 0.0 7.9 0.0 0.070 TL 12.00 PV 0.2 Pipe: 187 33.7 1.452 PL 0.83 PF 0.3 T24 11.5 0.0 12.0 0.0 6.5 120 FTG E PE -0.4 T44 12.3 0.0 11.3 0.0 0.070 TL 4.83 PV 0.3 Pipe: 188 33.7 1.104 PL 6.00 PF 2.4 T44 12.3 0.0 11.3 0.0 11.3 120 FTG E PE 0.0 T137 12.3 0.0 8.9 0.0 0.266 TL 9.00 PV 0.9 Pipe: 189 16.6 1.104 PL 12.00 PF 0.9 T137 12.3 0.0 8.9 0.0 5.5 120 FTG ---- PE 0.0 T138 12.3 0.0 8.1 0.0 0.071 TL 12.00 PV 0.2 Pipe: 190 24.3 1.104 PL 2.33 PF 1.2 T100 12.3 0.0 18.9 0.0 8.1 120 FTG T PE 1.0 T200 10.0 5.6 18.7 24.3 0.145 TL 8.33 PV 0.4 Pipe: 191 22.5 1.104 PL 2.33 PF 1.1 T101 12.3 0.0 16.2 0.0 7.6 120 FTG T PE 1.0 T201 10.0 5.6 16.1 22.5 0.127 TL 8.33 PV 0.4 Pipe: 192 22.3 1.104 PL 2.33 PF 0.7 T102 12.3 0.0 15.4 0.0 7.5 120 FTG E PE 1.0 T202 10.0 5.6 15.7 22.3 0.124 TL 5.33 PV 0.4 Pipe: 193 22.6 1.104 PL 2.33 PF 0.7 T103 12.3 0.0 15.9 0.0 7.6 120 FTG E PE 1.0 T203 10.0 5.6 16.2 22.6 0.128 TL 5.33 PV 0.4 Pipe: 194 21.3 1.104 PL 1.50 PF 0.5 T104 11.5 0.0 14.3 0.0 7.1 120 FTG E PE 0.6 T204 10.0 5.6 14.4 21.3 0.114 TL 4.50 PV 0.3 Pipe: 195 21.6 1.104 PL 2.33 PF 0.6 T105 12.3 0.0 14.3 0.0 7.2 120 FTG E PE 1.0 T205 10.0 5.6 14.7 21.6 0.117 TL 5.33 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 21 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 196 23.2 1.104 PL 1.00 PF 0.9 T106 11.5 0.0 17.4 0.0 7.8 120 FTG T PE 0.6 T206 10.0 5.6 17.1 23.2 0.134 TL 7.00 PV 0.4 Pipe: 197 20.2 1.104 PL 1.50 PF 0.5 T107 11.5 0.0 12.7 0.0 6.8 120 FTG E PE 0.6 T207 10.0 5.6 12.9 20.2 0.103 TL 4.50 PV 0.3 Pipe: 198 19.7 1.104 PL 1.50 PF 0.4 T108 11.5 0.0 12.1 0.0 6.6 120 FTG E PE 0.6 T208 10.0 5.6 12.3 19.7 0.099 TL 4.50 PV 0.3 Pipe: 199 21.0 1.104 PL 2.33 PF 0.6 T109 12.3 0.0 13.5 0.0 7.0 120 FTG E PE 1.0 T209 10.0 5.6 14.0 21.0 0.111 TL 5.33 PV 0.3 Pipe: 200 20.8 1.104 PL 2.33 PF 0.9 T110 12.3 0.0 13.6 0.0 7.0 120 FTG T PE 1.0 T210 10.0 5.6 13.7 20.8 0.109 TL 8.33 PV 0.3 Pipe: 201 20.0 1.104 PL 2.33 PF 0.5 T111 12.3 0.0 12.2 0.0 6.7 120 FTG E PE 1.0 T211 10.0 5.6 12.7 20.0 0.102 TL 5.33 PV 0.3 Pipe: 202 19.6 1.104 PL 2.33 PF 0.8 T112 12.3 0.0 11.9 0.0 6.6 120 FTG T PE 1.0 T212 10.0 5.6 12.1 19.6 0.097 TL 8.33 PV 0.3 Pipe: 203 19.2 1.104 PL 2.33 PF 0.5 T113 12.3 0.0 11.2 0.0 6.4 120 FTG E PE 1.0 T213 10.0 5.6 11.7 19.2 0.094 TL 5.33 PV 0.3 Pipe: 204 21.1 1.104 PL 1.00 PF 0.4 T114 11.5 0.0 13.9 0.0 7.1 120 FTG E PE 0.6 T214 10.0 5.6 14.1 21.1 0.112 TL 4.00 PV 0.3 Pipe: 205 18.6 1.104 PL 1.00 PF 0.6 T115 11.0 0.0 11.1 0.0 6.2 120 FTG T PE 0.4 T215 10.0 5.6 10.9 18.6 0.088 TL 7.00 PV 0.3 Pipe: 206 17.8 1.104 PL 1.00 PF 0.3 T116 11.0 0.0 10.0 0.0 6.0 120 FTG E PE 0.4 T216 10.0 5.6 10.1 17.8 0.082 TL 4.00 PV 0.2 Pipe: 207 15.8 1.104 PL 1.00 PF 0.5 T117 11.0 0.0 7.9 0.0 5.3 120 FTG T PE 0.4 T217 10.0 5.6 7.9 15.8 0.066 TL 7.00 PV 0.2 Pipe: 208 15.4 1.104 PL 1.00 PF 0.2 T118 11.0 0.0 7.3 0.0 5.2 120 FTG E PE 0.4 T218 10.0 5.6 7.5 15.4 0.062 TL 4.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 22 D€te: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 209 21.0 1.104 PL 2.33 PF 0.9 T119 12.3 0.0 13.9 0.0 7.1 120 FTG T PE 1.0 T219 10.0 5.6 14.0 21.0 0.111 TL 8.33 PV 0.3 Pipe: 210 20.5 1.104 PL 2.33 PF 0.6 T120 12.3 0.0 12.9 0.0 6.9 120 FTG E PE 1.0 T220 10.0 5.6 13.3 20.5 0.106 TL 5.33 PV 0.3 Pipe: 211 19.8 1.104 PL 1.00 PF 0.4 T121 11.0 0.0 12.4 0.0 6.7 120 FTG E PE 0.4 T221 10.0 5.6 12.5 19.8 0.100 TL 4.00 PV 0.3 Pipe: 212 19.2 1.104 PL 1.00 PF 0.4 T122 11.0 0.0 11.6 0.0 6.4 120 FTG E PE 0.4 T222 10.0 5.6 11.7 19.2 0.094 TL 4.00 PV 0.3 Pipe: 213 17.3 1.104 PL 1.50 PF 0.3 T123 11.5 0.0 9.2 0.0 5.8 120 FTG E PE 0.6 T223 10.0 5.6 9.5 17.3 0.078 TL 4.50 PV 0.2 Pipe: 214 16.9 1.104 PL 1.50 PF 0.3 T124 11.5 0.0 8.7 0.0 5.7 120 FTG E PE 0.6 T224 10.0 5.6 9.0 16.9 0.074 TL 4.50 PV 0.2 Pipe: 215 18.2 1.104 PL 1.00 PF 0.6 T125 11.0 0.0 10.7 0.0 6.1 120 FTG T PE 0.4 T225 10.0 5.6 10.5 18.2 0.085 TL 7.00 PV 0.3 Pipe: 216 17.8 1.104 PL 1.00 PF 0.3 T126 11.0 0.0 9.9 0.0 6.0 120 FTG E PE 0.4 T226 10.0 5.6 10.0 17.8 0.082 TL 4.00 PV 0.2 Pipe: 217 16.9 1.104 PL 1.00 PF 0.5 T127 11.0 0.0 9.1 0.0 5.7 120 FTG T PE 0.4 T227 10.0 5.6 9.0 16.9 0.074 TL 7.00 PV 0.2 Pipe: 218 16.4 1.104 PL 1.00 PF 0.3 T128 11.0 0.0 8.3 0.0 5.5 120 FTG E PE 0.4 T228 10.0 5.6 8.5 16.4 0.070 TL 4.00 PV 0.2 Pipe: 219 18.1 1.104 PL 2.33 PF 0.4 T129 12.3 0.0 9.8 0.0 6.1 120 FTG E PE 1.0 T229 10.0 5.6 10.3 18.1 0.084 TL 5.33 PV 0.2 Pipe: 220 16.7 1.104 PL 2.33 PF 0.6 T130 12.3 0.0 8.4 0.0 5.6 120 FTG T PE 1.0 T230 10.0 5.6 8.8 16.7 0.073 TL 8.33 PV 0.2 Pipe: 221 16.3 1.104 PL 2.33 PF 0.4 T131 12.3 0.0 7.7 0.0 5.4 120 FTG E PE 1.0 T231 10.0 5.6 8.4 16.3 0.069 TL 5.33 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 23 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI PIPE DATA (cont.) 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: 222 17.7 1.104 PL 2.33 PF 0.7 T132 12.3 0.0 9.6 0.0 5.9 120 FTG T PE 1.0 T232 10.0 5.6 9.9 17.7 0.081 TL 8.33 PV 0.2 Pipe: 223 16.0 1.104 PL 2.33 PF 0.6 T133 12.3 0.0 7.7 0.0 5.4 120 FTG T PE 1.0 T233 10.0 5.6 8.1 16.0 0.067 TL 8.33 PV 0.2 Pipe: 224 15.6 1.104 PL 2.33 PF 0.3 T134 12.3 0.0 7.0 0.0 5.2 120 FTG E PE 1.0 T234 10.0 5.6 7.7 15.6 0.064 TL 5.33 PV 0.2 Pipe: 225 16.9 1.104 PL 2.33 PF 0.6 T135 12.3 0.0 8.7 0.0 5.7 120 FTG T PE 1.0 T235 10.0 5.6 9.1 16.9 0.075 TL 8.33 PV 0.2 Pipe: 226 16.4 1.104 PL 2.33 PF 0.4 T136 12.3 0.0 7.9 0.0 5.5 120 FTG E PE 1.0 T236 10.0 5.6 8.5 16.4 0.070 TL 5.33 PV 0.2 Pipe: 227 17.1 1.104 PL 2.33 PF 0.6 T137 12.3 0.0 8.9 0.0 5.7 120 FTG T PE 1.0 T237 10.0 5.6 9.3 17.1 0.076 TL 8.33 PV 0.2 Pipe: 228 16.6 1.104 PL 2.33 PF 0.4 T138 12.3 0.0 8.1 0.0 5.5 120 FTG E PE 1.0 T238 10.0 5.6 8.7 16.6 0.071 TL 5.33 PV 0.2 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J 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 0.001 gpm and a maximum imbalance at any node of 0.183 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 26.8 ft/sec at pipe 107. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 24 Dite: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI (4) PIPE FITTINGS TABLE Pipe Table PAGE: B Diameter (in) Name: STANDARD.PIP MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk 6.357 18.00 38.00 11.00 40.00 13.00 8.249 20.00 42.00 14.50 50.00 13.00 PAGE: C Diameter (in) 1.104 1.452 1.687 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) MATERIAL: XL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 3.00 4.00 5.00 6.00 8.00 10.00 2.60 2.60 2.60 6.00 3.00 9.00 3.00 11.00 4.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly D DPV1v 4.00 34.00 59.00 4.00 32.00 30.00 in Feet G A GatVly AlmChk 1.00 10.00 1.00 10.00 1.00 10.00 in Feet G GatVly 31.00 71.00 23.00 78.00 27.00 7.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA in Feet G GATE -V D DPVly 10.00 10.00 10.00 A D AL -VA DRY -VA 2.227 7.00 14.00 4.30 16.00 6.50 1.00 0.00 0.00 2.727 10.00 19.00 6.50 23.00 11.00 2.00 13.00 16.00 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 25 Date: 08/02/1999 JOB TITLE: Segale Building 981 System 8 Contenintal Mills TI WATER SUPPLY CURVE 180+ 165+ 150+ 135*\\\\\\\\\\\\\\\\\\ I - P120+ R I E 1 S 1 5105+ U 1 R 1 E 1 90+ ( I P 1 S 1 175+ ) 60+ 45+ \\\\\\\\\\\\\\\\\\\ 0 * <-128.0 psi @ 1500 gpm Flow Test Point X 30+ LEGEND 1 X = Required Water Supply 1 88.81 psi @ 1438.4 gpm 15+ 1 0 = Available Water Supply " 1 128.52 psi @ 1438.4 gpm 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Date: 07/25/2000 JGB TITLE: Segale 981 Building Paint Booth WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 135.0 128.0 1500.0 131.4 1044.2 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 NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) CITY 4 5 6 7 8 9 A10 All A20 A21 A22 A23 A24 A25 A26 A27 A28 A29 A30 A31 A40 A41 A42 A43 A44 A45 A46 A47 A48 A49 A50 A51 A60 0.0 0.5 2.3 2.3 2.3 2.3 2.3 26.8 26.8 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 35.2 SOURCE 109.4 109.1 108.2 104.7 104.7 104.7 104.7 93.9 93.4 89.7 89.6 89.5 89.4 89.4 89.3 89.3 89.3 89.3 89.3 89.2 89.2 88.6 88.5 88.5 88.4 88.4 88.3 88.3 87.2 88.2 88.2 88.2 88.2 89.2 5981-PNT REQ'D PRESS. (PSI) 109.4 1044.2 GPM 500.0 GPM 0.0 GPM 544.2 GPM DISCHARGE (GPM) 544.2 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint NODE TAG ELEVATION NODE TYPE (FT) A61 35.2 A62 35.2 A63 35.2 A64 35.2 A65 35.2 A66 35.2 A67 35.2 A68 35.2 A69 35.2 A70 35.2 A71 35.2 A83 37.5 A84 37.5 A85 37.5 A86 37.5 A87 37.5 A88 37.5 A89 37.5 A90 37.5 A91 37.5 201 37.5 202 37.5 203 37.5 204 37.5 205 37.5 206 37.5 207 37.5 208 37.5 209 37.5 210 37.5 211 37.5 212 37.5 213 37.5 214 37.5 215 37.5 216 37.5 217 37.5 218 37.5 Si 37.5 S2 37.5 K10 37.5 K11 9.9 K12 9.9 K13 7.5 1001 7.5 1002 7.5 1003 7.5 1004 7.5 1005 7.5 1006 7.5 P10 37.5 P11 15.9 P12 15.9 P13 15.9 Booth PRESSURE DISCHARGE (PSI) (GPM) 89.2 89.2 89.2 89.2 89.1 89.0 89.0 89.0 89.0 89.0 89.0 88.2 88.2 88.1 88.1 86.2 88.0 88.0 88.0 88.0 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 88.1 80.1 88.1 100.1 100.1 101.1 101.1 101.1 101.1 101.1 101.1 101.1 75.1 77.8 72.0 65.0 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint NODE TAG ELEVATION NODE TYPE (FT) P14 P15 P16 P17 P18 P19 P20 P21 1101 1102 1103 1104 1105 1106 1108 1109 1110 1111 1112 1113 1201 1202 1203 1204 1205 1206 1207 1208 1209 1210 1211 1212 1213 15.9 3.0 3.0 18.5 18.5 18.5 18.5 18.5 18.5 18.5 18.5 18.5 18.5 18.5 18.5 18.5 18.5 18.5 18.5 18.5 16.5 18.0 18.0 18.0 18.0 18.0 18.0 18.0 16.5 18.0 18.0 18.0 18.0 K= 8.20 K= 8.20 K= 8.20 K= 8.20 K= 8.20 K= 8.20 K= 8.20 K= 8.20 K= 8.20 K= 8.20 K= 8.20 K= 8.20 K= 8.20 Booth PRESSURE DISCHARGE (PSI) (GPM) 58.1 59.0 53.5 41.3 33.2 29.7 28.9 33.2 34.0 30.5 31.6 30.4 27.1 26.3 23.1 25.4 25.4 24.4 21.8 21.1 33.6 29.2 30.8 29.6 26.5 26.1 26.6 22.1 25.3 24.8 23.8 21.2 20.9 47.6 44.3 45.5 44.6 42.2 41.9 42.3 38.5 41.3 40.8 40.0 37.8 37.5 Date: 07/25/2000 '- JOB TITLE: Segale 981 Building Paint Booth PIPE DATA 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: 1 544.2 10.400 PL 30.00 CITY 0.0 SRCE 109.4 (N/A) 2.1 140 FTG ETG 4 0.5 0.0 109.1 0.0 0.001 TL 139.00 Pipe: 2 544.2 8.249 PL 1.50 4 0.5 0.0 109.1 0.0 3.3 120 FTG E 5 2.3 0.0 108.2 0.0 0.003 TL 21.50 Pipe: 3 5 2.3 0.0 108.2 0.0 3.5 psi, 544.2 gpm 6 2.3 0.0 104.7 0.0 PRESS. SUM. (PSI) PF PE PV PF PE PV FIXED PRESSURE LOSS DEVICE Pipe: 4 6 2.3 7 2.3 Pipe: 5 7 2.3 8 2.3 Pipe: 6 8 2.3 9 2.3 Pipe: 7 7 2.3 A10 26.8 0.0 104.7 0.0 104.7 0.0 104.7 0.0 104.7 544.2 8.249 PL 0.0 3.3 120 FTG 0.0 0.003 TL 1.50 1.50 0.0 8.249 PL 2.00 0.0 0.0 120 FTG ---- 0.0 0.000 TL 2.00 0.0 8.249 0.0 104.7 0.0 0.0 120 0.0 104.7 0.0 0.000 0.0 104.7 0.0 93.9 544.2 8.249 0.0 3.3 120 0.0 0.003 Pipe: 8 544.2 8.249 A10 26.8 0.0 93.9 0.0 3.3 120 All 26.8 0.0 93.4 0.0 0.003 Pipe: 9 544.2 8.249 All 26.8 0.0 93.4 0.0 3.3 120 A20 35.2 0.0 89.7 0.0 0.003 Pipe: 10 508.5 6.357 A20 35.2 0.0 89.7 0.0 5.1 120 A21 35.2 0.0 89.6 0.0 0.008 Pipe: A21 A22 11 476.6 6.357 35.2 0.0 89.6 0.0 4.8 120 35.2 0.0 89.5 0.0 0.007 Pipe: 12 447.8 6.357 A22 35.2 0.0 89.5 0.0 4.5 120 A23 35.2 0.0 89.4 0.0 0.006 Pipe: 13 A23 35.2 A24 35.2 420.9 6.357 0.0 89.4 0.0 4.3 120 0.0 89.4 0.0 0.006 PL FTG TL 2.00 2.00 PL 26.21 FTG TG TL 72.21 PL 169.88 FTG 2E TL 209.88 PL 3.04 FTG 2E TL 43.04 PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 PL 9.00 FTG ---- TL 9.00 0.1 -0.2 0.0 0.1 -0.8 0.1 PF 0.0 PE 0.0 PV 0.1 PF 0.0 PE 0.0 PV 0.0 PF 0.0 PE 0.0 PV 0.0 PF 0.2 PE -10.6 PV 0.1 PF 0.5 PE 0.0 PV 0.1 PF 0.1 PE -3.6 PV 0.1 PF 0.1 PE 0.0 PV 0.2 PF 0.1 PE 0.0 PV 0.2 PF 0.1 PE 0.0 PV 0.1 PF 0.1 PE 0.0 PV 0.1 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint Booth PIPE DATA (cont.) 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: 14 395.0 6.357 PL 9.00 PF 0.0 A24 35.2 0.0 89.4 0.0 4.0 120 FTG ---- PE 0.0 A25 35.2 0.0 89.3 0.0 0.005 TL 9.00 PV 0.1 Pipe: 15 369.1 6.357 PL 10.00 PF 0.0 A25 35.2 0.0 89.3 0.0 3.7 120 FTG ---- PE 0.0 A26 35.2 0.0 89.3 0.0 0.004 TL 10.00 PV 0.1 Pipe: 16 341.5 6.357 PL 10.00 PF 0.0 A26 35.2 0.0 89.3 0.0 3.5 120 FTG ---- PE 0.0 A27 35.2 0.0 89.3 0.0 0.004 TL 10.00 PV 0.1 Pipe: 17 109.5 6.357 PL 10.00 PF 0.0 A27 35.2 0.0 89.3 0.0 1.1 120 FTG ---- PE 0.0 A28 35.2 0.0 89.3 0.0 0.000 TL 10.00 PV 0.0 Pipe: 18 80.8 6.357 PL 10.00 PF 0.0 A28 35.2 0.0 89.3 0.0 0.8 120 FTG ---- PE 0.0 A29 35.2 0.0 89.3 0.0 0.000 TL 10.00 PV 0.0 Pipe: 19 53.1 6.357 PL 8.00 PF 0.0 A29 35.2 0.0 89.3 0.0 0.5 120 FTG ---- PE 0.0 A30 35.2 0.0 89.2 0.0 0.000 TL 8.00 PV 0.0 Pipe: 20 27.1 6.357 PL 8.00 PF 0.0 A30 35.2 0.0 89.2 0.0 0.3 120 FTG ---- PE 0.0 A31 35.2 0.0 89.2 0.0 0.000 TL 8.00 PV 0.0 Pipe: 21 35.7 3.352 PL 1.00 PF 0.0 A20 35.2 0.0 89.7 0.0 1.3 120 FTG T PE -1.0 A40 37.5 0.0 88.6 0.0 0.001 TL 24.00 PV 0.0 Pipe: 22 31.9 3.352 PL 1.00 PF 0.0 A21 35.2 0.0 89.6 0.0 1.2 120 FTG T PE -1.0 A41 37.5 0.0 88.5 0.0 0.001 TL 24.00 PV 0.0 Pipe: 23 28.8 3.352 PL 1.00 PF 0.0 A22 35.2 0.0 89.5 0.0 1.0 120 FTG T PE -1.0 A42 37.5 0.0 88.5 0.0 0.001 TL 24.00 PV 0.0 Pipe: 24 26.9 3.352 PL 1.00 PF 0.0 A23 35.2 0.0 89.4 0.0 1.0 120 FTG T PE -1.0 A43 37.5 0.0 88.4 0.0 0.001 TL 24.00 PV 0.0 Pipe: 25 25.8 3.352 PL 1.00 PF 0.0 A24 35.2 0.0 89.4 0.0 0.9 120 FTG T PE -1.0 A44 37.5 0.0 88.4 0.0 0.001 TL 24.00 PV 0.0 Pipe: 26 26.0 3.352 PL 1.00 PF 0.0 A25 35.2 0.0 89.3 0.0 0.9 120 FTG T PE -1.0 A45 37.5 0.0 88.3 0.0 0.001 TL 24.00 PV 0.0 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint Booth PIPE DATA (cont.) 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 27.6 3.352 PL 1.00 PF 0.0 A26 35.2 0.0 89.3 0.0 1.0 120 FTG T PE -1.0 A46 37.5 0.0 88.3 0.0 0.001 TL 24.00 PV 0.0 Pipe: 28 231.9 3.352 PL 1.00 PF 1.0 A27 35.2 0.0 89.3 0.0 8.4 120 FTG T PE -1.0 A47 37.5 0.0 87.2 0.0 0.042 TL 24.00 PV 0.5 Pipe: 29 28.8 3.352 PL 1.00 PF 0.0 A28 35.2 0.0 89.3 0.0 1.0 120 FTG T PE -1.0 A48 37.5 0.0 88.2 0.0 0.001 TL 24.00 PV 0.0 Pipe: 30 27.6 3.352 PL 1.00 PF 0.0 A29 35.2 0.0 89.3 0.0 1.0 120 FTG T PE -1.0 A49 37.5 0.0 88.2 0.0 0.001 TL 24.00 PV 0.0 Pipe: 31 26.1 3.352 PL 1.00 PF 0.0 A30 35.2 0.0 89.2 0.0 0.9 120 FTG T PE -1.0 A50 37.5 0.0 88.2 0.0 0.001 TL 24.00 PV 0.0 Pipe: 32 27.0 3.352 PL 1.00 PF 0.0 A31 35.2 0.0 89.2 0.0 1.0 120 FTG T PE -1.0 A51 37.5 0.0 88.2 0.0 0.001 TL 24.00 PV 0.0 Pipe: 33 35.7 4.352 PL 10.00 PF 0.0 A60 35.2 0.0 89.2 0.0 0.8 120 FTG ---- PE 0.0 A61 35.2 0.0 89.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 34 67.6 4.352 PL 10.00 PF 0.0 A61 35.2 0.0 89.2 0.0 1.5 120 FTG ---- PE 0.0 A62 35.2 0.0 89.2 0.0 0.001 TL 10.00 PV 0.0 Pipe: 35 96.4 4.352 PL 10.00 PF 0.0 A62 35.2 0.0 89.2 0.0 2.1 120 FTG ---- PE 0.0 A63 35.2 0.0 89.2 0.0 0.002 TL _10.00 PV 0.0 Pipe: 36. 123.3 4.352 PL 9.00 PF 0.0 A63 35.2 0.0 89.2 0.0 2.7 120 FTG ---- PE 0.0 A64 35.2 0.0 89.2 0.0 0.004 TL 9.00 PV 0.0 Pipe: 37 149.1 4.352 PL 9.00 PF 0.0 A64 35.2 0.0 89.2 0.0 3.2 120 FTG ---- PE 0.0 A65 35.2 0.0 89.1 0.0 0.005 TL 9.00 PV 0.1 Pipe: 38 175.1 4.352 PL 10.00 PF 0.1 A65 35.2 0.0 89.1 0.0 3.8 120 FTG ---- PE 0.0 A66 35.2 0.0 89.0 0.0 0.007 TL 10.00 PV 0.1 Pipe: 39 202.7 4.352 PL 10.00 PF 0.1 A66 35.2 0.0 89.0 0.0 4.4 120 FTG ---- PE 0.0 A67 35.2 0.0 89.0 0.0 0.009 TL 10.00 PV 0.1 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint Booth PIPE DATA (cont.) 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 -109.5 4.352 PL 10.00 PF 0.0 A67 35.2 0.0 89.0 0.0 2.4 120 FTG -- PE 0.0 A68 35.2 0.0 89.0 0.0 0.003 TL 10.00 PV 0.0 Pipe: 41 -80.8 4.352 PL 10.00 PF 0.0 A68 35.2 0.0 89.0 0.0 1.7 120 FTG ---- PE 0.0 A69 35.2 0.0 89.0 0.0 0.002 TL 10.00 PV 0.0 Pipe: 42 -53.2 4.352 PL 8.00 PF 0.0 A69 35.2 0.0 89.0 0.0 1.1 120 FTG ---- PE 0.0 A70 35.2 0.0 89.0 0.0 0.001 TL 8.00 PV 0.0 Pipe: 43 -27.1 4.352 PL 8.00 PF 0.0 A70 35.2 0.0 89.0 0.0 0.6 120 FTG ---- PE 0.0 A71 35.2 0.0 89.0 0.0 0.000 TL 8.00 PV 0.0 Pipe: 44 -26.9 3.352 PL 1.38 PF 0.0 A63 35.2 0.0 89.2 0.0 1.0 120 FTG T PE -1.0 A83 37.5 0.0 88.2 0.0 0.001 TL 24.38 PV 0.0 Pipe: 45 -25.8 3.352 PL 1.38 PF 0.0 A64 35.2 0.0 89.2 0.0 0.9 120 FTG T PE -1.0 A84 37.5 0.0 88.2 0.0 0.001 TL 24.38 PV 0.0 Pipe: 46 -26.0 3.352 PL 1.38 PF 0.0 A65 35.2 0.0 89.1 0.0 0.9 120 FTG T PE -1.0 A85 37.5 0.0 88.1 0.0 0.001 TL 24.38 PV 0.0 Pipe: 47 -27.6 3.352 PL 1.38 PF 0.0 A66 35.2 0.0 89.0 0.0 1.0 120 FTG T PE -1.0 A86 37.5 0.0 88.1 0.0 0.001 TL 24.38 PV 0.0 Pipe: 48 312.2 3.352 PL 1.38 PF 1.8 A67 35.2 0.0 89.0 0.0 11.4 120 FTG T PE -1.0 A87 37.5 0.0 86.2 - 0.0 0.073 TL 24.38 PV 0.9 Pipe: 49 -28.8 3.352 PL 1.38 PF 0.0 A68 35.2 0.0 89.0 0.0 1.0 120 FTG T PE -1.0 A88 37.5 0.0 88.0 0.0 0.001 TL 24.38 PV 0.0 Pipe: 50 -27.6 3.352 PL 1.38 PF 0.0 A69 35.2 0.0 89.0 0.0 1.0 120 FTG T PE -1.0 A89 37.5 0.0 88.0 0.0 0.001 TL 24.38 PV 0.0 Pipe: 51 -26.1 3.352 PL 1.38 PF 0.0 A70 35.2 0.0 89.0 0.0 0.9 120 FTG T PE -1.0 A90 37.5 0.0 88.0 0.0 0.001 TL 24.38 PV 0.0 Pipe: 52 -27.0 3.352 PL 1.38 PF 0.0 A71 35.2 0.0 89.0 0.0 1.0 120 FTG T PE -1.0 A91 37.5 0.0 88.0 0.0 0.001 TL 24.38 PV 0.0 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint Booth PIPE DATA (cont.) 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: 53 35.7 3.352 PL 207.29 PF 0.4 A40 37.5 0.0 88.6 0.0 1.3 120 FTG 3E2T PE 1.0 A60 35.2 0.0 89.2 0.0 0.001 TL 286.29 PV 0.0 Pipe: 54 31.9 3.352 PL 207.29 PF 0.3 A41 37.5 0.0 88.5 0.0 1.2 120 FTG 3E2T PE 1.0 A61 35.2 0.0 89.2 0.0 0.001 TL 286.29 PV 0.0 Pipe: 55 28.8 3.352 PL 207.29 PF 0.3 A42 37.5 0.0 88.5 0.0 1.0 120 FTG 3E2T PE 1.0 A62 35.2 0.0 89.2 0.0 0.001 TL 286.29 PV 0.0 Pipe: 56 26.9 3.352 PL 205.00 PF 0.2 A43 37.5 0.0 88.4 0.0 1.0 120 FTG 2T PE 0.0 A83 37.5 0.0 88.2 0.0 0.001 TL 251.00 PV 0.0 Pipe: 57 25.8 3.352 PL 205.00 PF 0.2 A44 37.5 0.0 88.4 0.0 0.9 120 FTG 2T PE 0.0 A84 37.5 0.0 88.2 0.0 0.001 TL 251.00 PV 0.0 Pipe: 58 26.0 3.352 PL 205.00 PF 0.2 A45 37.5 0.0 88.3 0.0 0.9 120 FTG 2T PE 0.0 A85 37.5 0.0 88.1 0.0 0.001 TL 251.00 PV 0.0 Pipe: 59 27.6 3.352 PL 146.92 PF 0.1 A46 37.5 0.0 88.3 0.0 1.0 120 FTG T PE 0.0 Si 37.5 0.0 88.1 0.0 0.001 TL 169.92 PV 0.0 Pipe: 60 27.6 3.352 PL 58.08 PF 0.1 S1 37.5 0.0 88.1 0.0 1.0 120 FTG T PE 0.0 A86 37.5 0.0 88.1 0.0 0.001 TL 81.08 PV 0.0 Pipe: 61 231.9 3.352 PL 145.46 PF 7.1 A47 37.5 0.0 87.2 0.0 8.4 120 FTG T PE 0.0 S2 37.5 0.0 80.1 0.0 0.042 TL 168.46 PV 0.5 Pipe: 62 -312.2 3.352 PL 59.54 PF 6.1 S2 37.5 0.0 80.1 0.0 11.4 120 FTG T PE 0.0 A87 37.5 0.0 86.2 0.0 0.073 TL 82.54 PV 0.9 Pipe: 63 28.8 3.352 PL 205.00 PF 0.2 A48 37.5 0.0 88.2 0.0 1.0 120 FTG 2T PE 0.0 A88 37.5 0.0 88.0 0.0 0.001 TL 251.00 PV 0.0 Pipe: 64 27.6 3.352 PL 116.00 PF 0.1 A49 37.5 0.0 88.2 0.0 1.0 120 FTG T PE 0.0 201 37.5 0.0 88.1 0.0 0.001 TL 139.00 PV 0.0 Pipe: 65 27.6 3.352 PL 10.00 PF 0.0 201 37.5 0.0 88.1 0.0 1.0 120 FTG ---- PE 0.0 202 37.5 0.0 88.1 0.0 0.001 TL 10.00 PV 0.0 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint Booth PIPE DATA (cont.) - 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: 66 27.6 3.352 PL 10.00 PF 0.0 202 37.5 0.0 88.1 0.0 1.0 120 FTG ---- PE 0.0 203 37.5 0.0 88.1 0.0 0.001 TL 10.00 PV 0.0 Pipe: 67 27.6 3.352 PL 8.00 PF 0.0 203 37.5 0.0 88.1 0.0 1.0 120 FTG ---- PE 0.0 204 37.5 0.0 88.1 0.0 0.001 TL 8.00 PV 0.0 Pipe: 68 27.6 3.352 PL 7.00 PF 0.0 204 37.5 0.0 88.1 0.0 1.0 120 FTG ---- PE 0.0 205 37.5 0.0 88.1 0.0 0.001 TL 7.00 PV 0.0 Pipe: 69 27.6 3.352 PL 10.00 PF 0.0 205 37.5 0.0 88.1 0.0 1.0 120 FTG ---- PE 0.0 206 37.5 0.0 88.1 0.0 0.001 TL 10.00 PV 0.0 Pipe: 70 27.6 3.352 PL 44.00 PF 0.1 206 37.5 0.0 88.1 0.0 1.0 120 FTG T PE 0.0 A89 37.5 0.0 88.0 0.0 0.001 TL 67.00 PV 0.0 Pipe: 71 26.1 3.352 PL 116.00 PF 0.1 A50 37.5 0.0 88.2 0.0 0.9 120 FTG T PE 0.0 207 37.5 0.0 88.1 0.0 0.001 TL 139.00 PV 0.0 Pipe: 72 26.1 3.352 PL 10.00 PF 0.0 207 37.5 0.0 88.1 0.0 0.9 120 FTG T PE 0.0 208 37.5 0.0 88.1 0.0 0.001 TL 33.00 PV 0.0 Pipe: 73 26.1 3.352 PL 10.00 PF 0.0 208 37.5 0.0 88.1 0.0 0.9 120 FTG ---- PE 0.0 209 37.5 0.0 88.1 0.0 0.001 TL 10.00 PV 0.0 Pipe: 74 26.1 3.352 PL 8.00 PF 0.0 209 37.5 0.0 88.1 0.0 0.9 120 FTG ---- PE 0.0 210 37.5 0.0 88.1 0.0 0.001 TL 8.00 PV 0.0 Pipe: 75 26.1 3.352 PL 7.00 PF 0.0 210 37.5 0.0 88.1 0.0 0.9 120 FTG ---- PE 0.0 211 37.5 0.0 88.1 0.0 0.001 TL 7.00 PV 0.0 Pipe: 76 26.1 3.352 PL 10.00 PF 0.0 211 37.5 0.0 88.1 0.0 0.9 120 FTG ---- PE 0.0 212 37.5 0.0 88.1 0.0 0.001 TL 10.00 PV 0.0 Pipe: 77 26.1 3.352 PL 44.00 PF 0.0 212 37.5 0.0 88.1 0.0 0.9 120 FTG T PE 0.0 A90 37.5 0.0 88.0 0.0 0.001 TL 67.00 PV 0.0 Pipe: 78 27.0 3.352 PL 116.00 PF 0.1 A51 37.5 0.0 88.2 0.0 1.0 120 FTG T PE 0.0 213 37.5 0.0 88.1 0.0 0.001 TL 139.00 PV 0.0 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint Booth PIPE DATA (cont.) 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: 79 27.0 3.352 PL 10.00 PF 0.0 213 37.5 0.0 88.1 0.0 1.0 120 FTG ---- PE 0.0 214 37.5 0.0 88.1 0.0 0.001 TL 10.00 PV 0.0 Pipe: 80 27.0 3.352 PL 10.00 PF 0.0 214 37.5 0.0 88.1 0.0 1.0 120 FTG ---- PE 0.0 215 37.5 0.0 88.1 0.0 0.001 TL 10.00 PV 0.0 Pipe: 81 27.0 3.352 PL 8.00 PF 0.0 215 37.5 0.0 88.1 0.0 1.0 120 FTG ---- PE 0.0 216 37.5 0.0 88.1 0.0 0.001 TL 8.00 PV 0.0 Pipe: 82 27.0 3.352 PL 7.00 PF 0.0 216 37.5 0.0 88.1 0.0 1.0 120 FTG ---- PE 0.0 217 37.5 0.0 88.1 0.0 0.001 TL 7.00 PV 0.0 Pipe: 83 27.0 3.352 PL 10.00 PF 0.0 217 37.5 0.0 88.1 0.0 1.0 120 FTG ---- PE 0.0 218 37.5 0.0 88.1 0.0 0.001 TL 10.00 PV 0.0 Pipe: 84 27.0 3.352 PL 44.00 PF 0.1 218 37.5 0.0 88.1 0.0 1.0 120 FTG T PE 0.0 A91 37.5 0.0 88.0 0.0 0.001 TL 67.00 PV 0.0 Pipe: 85 0.0 2.727 PL 3.46 PF 0.0 S1 37.5 0.0 88.1 0.0 0.0 120 FTG T PE 0.0 K10 37.5 0.0 88.1 0.0 0.000 TL 22.46 PV 0.0 Pipe: 86 0.0 2.727 PL 27.58 PF 0.0 K10 37.5 0.0 88.1 0.0 0.0 120 FTG E PE 12.0 K11 9.9 0.0 100.1 0.0 0.000 TL 37.58 PV 0.0 Pipe: 87 0.0 2.727 -PL - 8.08 PF 0.0 K11 9.9 0.0 100.1 0.0 0.0 120 FTG 2E PE 0.0 K12 9.9 0.0 100.1 0.0 0.000 TL 28.08 PV 0.0 Pipe: 88 0.0 2.154 PL 2.42 PF 0.0 K12 9.9 0.0 100.1 0.0 0.0 120 FTG T PE 1.0 K13 7.5 0.0 101.1 0.0 0.000 TL 14.42 PV 0.0 Pipe: 89 0.0 2.154 PL 3.67 PF 0.0 K13 7.5 0.0 101.1 0.0 0.0 120 FTG E PE 0.0 1001 7.5 0.0 101.1 0.0 0.000 TL 9.67 PV 0.0 Pipe: 90 0.0 2.154 PL 8.00 PF 0.0 1001 7.5 0.0 101.1 0.0 0.0 120 FTG ---- PE 0.0 1002 7.5 0.0 101.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 91 0.0 1.687 PL 8.00 PF 0.0 1002 7.5 0.0 101.1 0.0 0.0 120 FTG ---- PE 0.0 1003 7.5 0.0 101.1 0.0 0.000 TL 8.00 PV 0.0 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint Booth PIPE DATA (cont.) 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: 92 0.0 1.687 PL 8.00 PF 0.0 1003 7.5 0.0 101.1 0.0 0.0 120 FTG ---- PE 0.0 1004 7.5 0.0 101.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 93 0.0 1.452 PL 8.00 PF 0.0 1004 7.5 0.0 101.1 0.0 0.0 120 FTG ---- PE 0.0 1005 7.5 0.0 101.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 94 0.0 1.452 PL 8.00 PF 0.0 1005 7.5 0.0 101.1 0.0 0.0 120 FTG ---- PE 0.0 1006 7.5 0.0 101.1 0.0 0.000 TL 8.00 PV 0.0 Pipe: 95 544.2 3.352 PL 1.42 PF 5.0 S2 37.5 0.0 80.1 0.0 19.8 120 FTG T PE 0.0 P10 37.5 0.0 75.1 0.0 0.205 TL 24.42 PV 2.6 Pipe: 96 544.2 3.352 PL 21.58 PF 6.7 P10 37.5 0.0 75.1 0.0 19.8 120 FTG E PE 9.4 P11 15.9 0.0 77.8 0.0 0.205 TL 32.58 PV 2.6 Pipe: 97 544.2 3.352 PL 6.38 PF 5.8 P11 15.9 0.0 77.8 0.0 19.8 120 FTG 2E PE 0.0 P12 15.9 0.0 72.0 0.0 0.205 TL 28.38 PV 2.6 Pipe: 98 544.2 3.352 PL 22.92 PF 6.9 P12 15.9 0.0 72.0 0.0 19.8 120 FTG E PE 0.0 P13 15.9 0.0 65.0 0.0 0.205 TL 33.92 PV 2.6 Pipe: 99 544.2 3.352 PL 11.96 PF 7.0 P13 15.9 0.0 65.0 0.0 19.8 120 FTG 2E PE 0.0 P14 15.9 0.0 58.1 0.0 0.205 TL 33.96 PV 2.6 Pipe: 100 544.2 3.352 PL 11.92 PF 4.7 P14 15.9 0.0 58.1 0.0 19.8 120 FTG E PE 5.6 P15 3.0 0.0 59.0 0.0 0.205. TL 22.92 PV. 2.6 Pipe: 101 544.2 3.352 PL 1.00 PF 5.5 P15 3.0 0.0 59.0 0.0 19.8 120 FTG EB PE 0.0 P16 3.0 0.0 53.5 0.0 0.205 TL 27.00 PV 2.6 Pipe: 102 544.2 3.352 PL 15.33 PF 5.4 P16 3.0 0.0 53.5 0.0 19.8 120 FTG E PE -6.7 P17 18.5 0.0 41.3 0.0 0.205 TL 26.33 PV 2.6 Pipe: 103 544.2 2.727 PL 3.04 PF 7.3 P17 18.5 0.0 41.3 0.0 29.9 120 FTG E PE 0.0 1101 18.5 0.0 34.0 0.0 0.560 TL 13.04 PV 6.0 Pipe: 104 44.3 1.104 PL 2.00 PF 3.5 1101 18.5 0.0 34.0 0.0 14.8 120 FTG T PE 0.0 1102 18.5 0.0 30.5 0.0 0.442 TL 8.00 PV 1.5 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint Booth PIPE DATA (cont.) 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: 105 452.3 2.727 PL 2.00 PF 0.8 1101 18.5 0.0 34.0 0.0 24.8 120 FTG ---- PE 0.0 P18 18.5 0.0 33.2 0.0 0.398 TL 2.00 PV 4.2 Pipe: 106 174.1 2.727 PL 0.50 PF 0.0 P18 18.5 0.0 33.2 0.0 9.6 120 FTG ---- PE 0.0 P21 18.5 0.0 33.2 0.0 0.068 TL 0.50 PV 0.6 Pipe: 107 174.1 2.154 PL 7.50 PF 1.6 P21 18.5 0.0 33.2 0.0 15.3 120 FTG ---- PE 0.0 1103 18.5 0.0 31.6 0.0 0.214 TL 7.50 PV 1.6 Pipe: 108 128.6 2.154 PL 10.00 PF 1.2 1103 18.5 0.0 31.6 0.0 11.3 120 FTG ---- PE 0.0 1104 18.5 0.0 30.4 0.0 0.122 TL 10.00 PV 0.9 Pipe: 109 84.0 1.687 PL 7.67 PF 3.2 1104 18.5 0.0 30.4 0.0 12.1 120 FTG 2E PE 0.0 1105 18.5 0.0 27.1 0.0 0.183 TL 17.67 PV 1.0 Pipe: 110 41.9 1.452 PL 8.00 PF 0.8 1105 18.5 0.0 27.1 0.0 8.1 120 FTG ---- PE 0.0 1106 18.5 0.0 26.3 0.0 0.105 TL 8.00 PV 0.4 Pipe: 111 278.2 2.727 PL 3.00 PF 3.6 P18 18.5 0.0 33.2 0.0 15.3 120 FTG T PE 0.0 P19 18.5 0.0 29.7 0.0 0.162 TL 22.00 PV 1.6 Pipe: 112 42.3 1.452 PL 19.21 PF 3.3 P19 18.5 0.0 29.7 0.0 8.2 120 FTG ET PE 0.2 1207 18.0 8.2 26.6 42.3 0.107 TL 31.21 PV 0.5 Pipe: 113 235.9 2.727 PL 6.62 PF 0.8 P19 18.5 0.0 29.7 0.0 13.0 120 FTG ---- PE 0.0 P20 18.5 0.0 28.9 0.0 0.119 TL 6.62 PV 1.1 Pipe: 114 79.8 1.452 PL 2.00 PF 3.5 P20 18.5 0.0 28.9 0.0 15.5 120 FTG T PE 0.0 1109 18.5 0.0 25.4 0.0 0.346 TL 10.00 PV 1.6 Pipe: 115 38.5 1.104 PL 4.00 PF 2.4 1109 18.5 0.0 25.4 0.0 12.9 120 FTG E PE 0.0 1108 18.5 0.0 23.1 0.0 0.341 TL 7.00 PV 1.1 Pipe: 116 156.1 2.154 PL 8.00 PF 3.5 P20 18.5 0.0 28.9 0.0 13.7 120 FTG T PE 0.0 1110 18.5 0.0 25.4 0.0 0.175 TL 20.00 PV 1.3 Pipe: 117 115.3 2.154 PL 10.00 PF 1.0 1110 18.5 0.0 25.4 0.0 10.1 120 FTG ---- PE 0.0 1111 18.5 0.0 24.4 0.0 0.100 TL 10.00 PV 0.7 Date: 07/25/2000 JOBB TITLE: Segale 981 Building Paint Booth PIPE DATA (cont.) 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: 118 75.3 1.687 PL 7.67 PF 2.6 1111 18.5 0.0 24.4 0.0 10.8 120 FTG 2E PE 0.0 1112 18.5 0.0 21.8 0.0 0.149 TL 17.67 PV 0.8 Pipe: 119 37.5 1.452 PL 8.00 PF 0.7 1112 18.5 0.0 21.8 0.0 7.3 120 FTG ---- PE 0.0 1113 18.5 0.0 21.1 0.0 0.085 TL 8.00 PV 0.4 Pipe: 120 47.6 1.452 PL 1.50 PF 1.3 1101 18.5 0.0 34.0 0.0 9.2 120 FTG T PE 0.9 1201 16.5 8.2 33.6 47.6 0.133 TL 9.50 PV 0.6 Pipe: 121 44.3 1.104 PL 0.50 PF 1.5 1102 18.5 0.0 30.5 0.0 14.8 120 FTG E PE 0.2 1202 18.0 8.2 29.2 44.3 0.442 TL 3.50 PV 1.5 Pipe: 122 45.5 1.452 PL 0.50 PF 1.0 1103 18.5 0.0 31.6 0.0 8.8 120 FTG T PE 0.2 1203 18.0 8.2 30.8 45.5 0.122 TL 8.50 PV 0.5 Pipe: 123 44.6 1.452 PL 0.50 PF 1.0 1104 18.5 0.0 30.4 0.0 8.6 120 FTG T PE 0.2 1204 18.0 8.2 29.6 44.6 0.118 TL 8.50 PV 0.5 Pipe: 124 42.2 1.452 PL 0.50 PF 0.9 1105 18.5 0.0 27.1 0.0 8.2 120 FTG T PE 0.2 1205 18.0 8.2 26.5 42.2 0.106 TL 8.50 PV 0.4 Pipe: 125 41.9 1.452 PL 0.50 PF 0.5 1106 18.5 0.0 26.3 0.0 8.1 120 FTG E PE 0.2 1206 18.0 8.2 26.1 41.9 0.105 TL 4.50 PV 0.4 Pipe: 126 38.5 1.104 PL 0.50 PF 1.2 1108 18.5 0.0 23.1 0.0 12.9 120 FTG E PE 0.2 1208 18.0 8.2. 22.1 38.5 0.341 TL 3.50 PV 1.1 Pipe: 127 41.3 1.452 PL 1.50 PF 1.0 1109 18.5 0.0 25.4 0.0 8.0 120 FTG T PE 0.9 1209 16.5 8.2 25.3 41.3 0.102 TL 9.50 PV 0.4 Pipe: 128 40.8 1.452 PL 0.50 PF 0.8 1110 18.5 0.0 25.4 0.0 7.9 120 FTG T PE 0.2 1210 18.0 8.2 24.8 40.8 0.100 TL 8.50 PV 0.4 Pipe: 129 40.0 1.452 PL 0.50 PF 0.8 1111 18.5 0.0 24.4 0.0 7.8 120 FTG T PE 0.2 1211 18.0 8.2 23.8 40.0 0.096 TL 8.50 PV 0.4 Pipe: 130 37.8 1.452 PL 0.50 PF 0.7 1112 18.5 0.0 21.8 0.0 7.3 120 FTG T PE 0.2 1212 18.0 8.2 21.2 37.8 0.087 TL 8.50 PV 0.4 -- --- ..•... . ... .........ui .. ......... vu ♦ f3yG J. '7 Date: 07/25/2000 JdB TITLE: Segale 981 Building Paint Booth 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: 1113 1213 131 37.5 1.452 PL 0.50 18.5 0.0 21.1 0.0 7.3 120 FTG E 18.0 8.2 20.9 37.5 0.085 TL 4.50 PRESS. SUM. (PSI) PF PE PV 0.4 0.2 0.4 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.099 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 29.9 ft/sec at pipe 103. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) 6.357 8.249 PAGE: C Diameter (in) 1.104 1.452 1.687 2.154 PAGE: D Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 18.00 38.00 11.00 40.00 13.00 20.00 42.00 14.50 50.00 13.00 MATERIAL: XL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 3.00 4.00 5.00 6.00 6.00 8.00 10.00 12.00 2.60 6.00 2.60 9.00 2.60 11.00 3.70 13.00 3.00 3.00 4.00 5.50 in Feet G A GatVly AlmChk 4.00 34.00 4.00 32.00 D DPV1v 59.00 30.00 in Feet G A D GatV1v AlmChk DPV1v 1.00 10.00 1.00 10.00 1.00 10.00 1.00 10.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet E T L C B G Ell Tee LngEll ChkVly BfyVly GatViv 10.400 31.00 71.00 23.00 78.00 27.00 7.00 10.00 10.00 10.00 10.00 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint Booth PAGE: F Diameter (in) 2.727 3.352 4.352 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA 10.00 11.00 15.00 19.00 23.00 29.00 6.50 23.00 11.00 8.00 25.00 15.00 9.00 32.00 1.00 in Feet G GATE -V 2.00 2.00 3.00 A D AL -VA DRY -VA 13.00 24.00 25.00 16.00 0.00 41.00 Date: 07/25/2000 JOB TITLE: Segale 981 Building Paint Booth WATER SUPPLY CURVE 180+ 1 1 165+ 1 150+ 1 1 135*\\\\\\\\\\\\\\\\\\ 1 1 P120+ R 1 E 1 S 1 5105+ U 1 R 1 \0\\\\\\\\\\\\\\\\\ X * <-128.0 psi @ 1500 gpm Flow Test Point E 1 90+ P 1 S I I 75+ ) I 60+ 1 45+ 30+ LEGEND I 1 X = Required Water Supply 109.38 psi @ 1044.2 gpm " 15+ 1 0 = Available Water Supply " 131.42 psi @ 1044.2 gpm I" 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building Flamable Liquid Storage FILE NUMBER: s981 -f1 DATE: Jul 25, 2000 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Flamable Liquid Storage DENSITY: .30 gpm/sq. ft. AREA OF APPLICATION: Entire Area COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 152.8 gpm TOTAL WATER REQUIRED (including hose): 652.8 gpm FLOW AND PRESSURE BASE OF RISER Node(4):152.8 gpm @ 39.9 psi SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA rate 1 Date: 07/25/2000 5981 -FL JOB TITLE: Segale 981 Building Flamable Liquid Storage 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 135.0 128.0 1500.0 133.5 652.8 40.1 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 652.8 GPM 500.0 GPM 0.0 GPM 152.8 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 4 0.5 5 2.3 6 2.3 7 2.3 8 2.3 9 2.3 A10 26.8 All 26.8 A20 35.2 A21 35.2 A22 35.2 A23 35.2 A24 35.2 A25 35.2 A26 35.2 A27 35.2 A28 35.2 A29 35.2 A30 35.2 A31 35.2 A40 37.5 A41 37.5 A42 37.5 A43 37.5 A44 37.5 A45 37.5 A46 37.5 A47 37.5 A48 37.5 A49 37.5 A50 37.5 A51 37.5 A60 35.2 SOURCE 40.1 39.9 39.1 35.6 35.6 35.6 35.6 24.9 24.9 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 20.2 20.2 20.2 20.2 20.2 20.2 20.1 20.2 20.2 20.2 20.2 20.2 21.2 152.8 Date: 07/25/2000 JOS TITLE: Segale 981 Building Flamable Liquid Storage NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) A61 35.2 A62 35.2 A63 35.2 A64 35.2 A65 35.2 A66 35.2 A67 35.2 A68 35.2 A69 35.2 A70 35.2 A71 35.2 A83 37.5 A84 37.5 A85 37.5 A86 37.5 A87 37.5 A88 37.5 A89 37.5 A90 37.5 A91 37.5 201 37.5 202 37.5 203 37.5 204 37.5 205 37.5 206 37.5 207 37.5 208 37.5 209 37.5 210 37.5 211 37.5 212 37.5 213 37.5 214 37.5 215 37.5 216 37.5 217 37.5 218 37.5 S1 37.5 S2 37.5 K10 37.5 Kil 9.9 K12 9.9 K13 7.5 1001 7.5 1002 7.5 1003 7.5 1004 7.5 1005 7.5 1006 7.5 P10 37.5 P11 15.9 P12 15.9 P13 15.9 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 20.2 20.2 20.2 20.0 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 19.4 20.2 18.2 28.2 26.7 25.3 23.7 22.7 20.8 19.6 18.5 18.2 20.2 29.5 29.5 29.5 27.3 26.8 25.6 24.9 24.2 24.0 rage Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P14 15.9 P15 3.0 P16 3.0 P17 18.5 P18 18.5 P19 18.5 P20 18.5 P21 18.5 1101 18.5 1102 18.5 1103 18.5 1104 18.5 1105 18.5 1106 18.5 1108 18.5 1109 18.5 1110 18.5 1111 18.5 1112 18.5 1113 18.5 1201 16.5 1202 18.0 1203 18.0 1204 18.0 1205 18.0 1206 18.0 1207 18.0 1208 18.0 1209 16.5 1210 18.0 1211 18.0 1212 18.0 1213 18.0 29.5 35.1 35.1 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 29.3 28.6 28.6 28.6 28.6 28.6 28.6 28.6 29.3 28.6 28.6 28.6 28.6 c uyc Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage PIPE DATA 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: 1 152.8 10.400 PL 30.00 CITY 0.0 SRCE 40.1 (N/A) 0.6 140 FTG ETG 4 0.5 0.0 39.9 0.0 0.000 TL 139.00 Pipe: 2 152.8 8.249 PL 1.50 4 0.5 0.0 39.9 0.0 0.9 120 FTG E 5 2.3 0.0 39.1 0.0 0.000 TL 21.50 Pipe: 3 5 2.3 6 2.3 0.0 35.6 0.0 PRESS. SUM. (PSI) PF PE PV PF PE PV FIXED PRESSURE LOSS DEVICE 0.0 39.1 0.0 3.5 psi, 152.8 gpm Pipe: 4 6 2.3 7 2.3 7 8 152.8 8.249 PL 0.0 35.6 0.0 0.9 120 FTG 0.0 35.6 0.0 0.000 TL Pipe: 5 0.0 8.249 PL 2.3 0.0 35.6 0.0 0.0 120 FTG 2.3 0.0 35.6 0.0 0.000 TL 2.00 1.50 1.50 2.00 Pipe: 6 0.0 8.249 PL 8 2.3 0.0 35.6 0.0 0.0 120 FTG 9 2.3 0.0 35.6 0.0 0.000 TL Pipe: 7 152.8 7 2.3 0.0 35.6 0.0 0.9 A10 26.8 0.0 24.9 0.0 Pipe: 8 A10 26.8 All 26.8 8.249 120 0.000 152.8 8.249 0.0 24.9 0.0 0.9 120 0.0 24.9 0.0 0.000 2.00 2.00 PL 26.21 FTG TG TL 72.21 PL 169.88 FTG 2E TL 209.88 Pipe: 9 152.8 8.249 PL 3.04 All 26.8 0.0 24.9 0.0 0.9 120 FTG 2E A20 35.2 0.0 21.2 0.0 0.000TL 43.04 Pipe: 10 142.5 6.357 A20 35.2 0.0 21.2 0.0 1.4 120 A21 35.2 0.0 21.2 0.0 0.001 Pipe: 11 133.1 6.357 A21 35.2 0.0 21.2 0.0 1.3 120 A22 35.2 0.0 21.2 0.0 0.001 Pipe: 12 124.6 6.357 A22 35.2 0.0 21.2 0.0 1.3 120 A23 35.2 0.0 21.2 0.0 0.001 Pipe: 13 116.5 6.357 A23 35.2 0.0 21.2 0.0 1.2 120 A24 35.2 0.0 21.2 0.0 0.001 PL FTG TL PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 PF PE PV PF PE PV PF PE PV 0.0 -0.2 0.0 0.0 -0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PF 0.0 PE -10.6 PV 0.0 PF PE PV 0.1 0.0 0.0 PF 0.0 PE -3.6 PV 0.0 PF PE PV PF PE PV PF PE PV 9.00 PF ---- PE 9.00 PV 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage PIPE DATA (cont.) 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: 14 108.6 6.357 PL 9.00 PF 0.0 A24 35.2 0.0 21.2 0.0 1.1 120 FTG ---- PE 0.0 A25 35.2 0.0 21.2 0.0 0.000 TL 9.00 PV 0.0 Pipe: 15 100.6 6.357 PL 10.00 PF 0.0 A25 35.2 0.0 21.2 0.0 1.0 120 FTG ---- PE 0.0 A26 35.2 0.0 21.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 16 35.9 6.357 PL 10.00 PF 0.0 A26 35.2 0.0 21.2 0.0 0.4 120 FTG ---- PE 0.0 A27 35.2 0.0 21.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 17 28.1 6.357 PL 10.00 PF 0.0 A27 35.2 0.0 21.2 0.0 0.3 120 FTG ---- PE 0.0 A28 35.2 0.0 21.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 18 20.7 6.357 PL 10.00 PF 0.0 A28 35.2 0.0 21.2 0.0 0.2 120 FTG ---- PE 0.0 A29 35.2 0.0 21.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 19 13.6 6.357 PL 8.00 PF 0.0 A29 35.2 0.0 21.2 0.0 0.1 120 FTG ---- PE 0.0 A30 35.2 0.0 21.2 0.0 0.000 TL 8.00 PV 0.0 Pipe: 20 6.8 6.357 PL 8.00 PF 0.0 A30 35.2 0.0 21.2 0.0 0.1 120 FTG ---- PE 0.0 A31 35.2 0.0 21.2 0.0 0.000 TL 8.00 PV 0.0 Pipe: 21 10.4 3.352 PL 1.00 PF 0.0 A20 35.2 0.0 21.2 0.0 0.4 120 FTG T PE -1.0 A40 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 Pipe: 22 9.3 3.352 PL 1.00 PF 0.0 A21 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A41 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 Pipe: 23 8.5 3.352 PL 1.00 PF 0.0 A22 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A42 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 Pipe: 24 8.1 3.352 PL 1.00 PF 0.0 A23 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A43 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 Pipe: 25 7.9 3.352 PL 1.00 PF 0.0 A24 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A44 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 Pipe: 26 8.0 3.352 PL 1.00 PF 0.0 A25 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A45 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 L Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage PIPE DATA (cont.) 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 64.7 3.352 PL 1.00 PF 0.1 A26 35.2 0.0 21.2 0.0 2.4 120 FTG T PE -1.0 A46 37 5 0.0 20.1 0.0 0.004 TL 24.00 PV 0.0 Pipe: 28 7.9 3.352 PL 1.00 PF 0.0 A27 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A47 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 Pipe: 29 7.4 3.352 PL 1.00 PF 0.0 A28 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A48 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 Pipe: 30 7.1 3.352 PL 1.00 PF 0.0 A29 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A49 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 Pipe: 31 6.7 3.352 PL 1.00 PF 0.0 A30 35.2 0.0 21.2 0.0 0.2 120 FTG T PE -1.0 A50 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 Pipe: 32 6.9 3.352 PL 1.00 PF 0.0 A31 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A51 37.5 0.0 20.2 0.0 0.000 TL 24.00 PV 0.0 Pipe: 33 10.4 4.352 PL 10.00 PF 0.0 A60 35.2 0.0 21.2 0.0 0.2 120 FTG ---- PE 0.0 A61 35.2 0.0 21.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 34 19.7 4.352 PL 10.00 PF 0.0 A61 35.2 0.0 21.2 0.0 0.4 120 FTG ---- PE 0.0 A62 35.2 0.0 21.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 35 28.2 4.352 PL 10.00 PF 0.0 A62 35.2 0.0 21.2 0.0 0.6 120 FTG ---- PE 0.0 A63 35.2 0.0 21.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 36 36.3 4.352 PL 9.00 PF 0.0 A63 35.2 0.0 21.2 0.0 0.8 120 FTG ---- PE 0.0 A64 35.2 0.0 21.2 0.0 0.000 TL 9.00 PV 0.0 Pipe: 37 44.2 4.352 PL 9.00 PF 0.0 A64 35.2 0.0 21.2 0.0 1.0 120 FTG ---- PE 0.0 A65 35.2 0.0 21.2 0.0 0.001 TL 9.00 PV 0.0 Pipe: 38 52.2 4.352 PL 10.00 PF 0.0 A65 35.2 0.0 21.2 0.0 1.1 120 FTG ---- PE 0.0 A66 35.2 0.0 21.2 0.0 0.001 TL 10.00 PV 0.0 Pipe: 39 -35.9 4.352 PL 10.00 PF 0.0 A66 35.2 0.0 21.2 0.0 0.8 120 FTG ---- PE 0.0 A67 35.2 0.0 21.2 0.0 0.000 TL 10.00 PV 0.0 rage p Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage PIPE DATA (cont.) 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 -28.1 4.352 PL 10.00 PF 0.0 A67 35.2 0.0 21.2 0.0 0.6 120 FTG --- PE 0.0 A68 35.2 0.0 21.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 41 -20.7 4.352 PL 10.00 PF 0.0 A68 35.2 0.0 21.2 0.0 0.4 120 FTG ---- PE 0.0 A69 35.2 0.0 21.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 42 -13.6 4.352 PL 8.00 PF 0.0 A69 35.2 0.0 21.2 0.0 0.3 120 FTG ---- PE 0.0 A70 35.2 0.0 21.2 0.0 0.000 TL 8.00 PV 0.0 Pipe: 43 -6.9 4.352 PL 8.00 PF 0.0 A70 35.2 0.0 21.2 0.0 0.1 120 FTG ---- PE 0.0 A71 35.2 0.0 21.2 0.0 0.000 TL 8.00 PV 0.0 Pipe: 44 -8.1 3.352 PL 1.38 PF 0.0 A63 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A83 37.5 0.0 20.2 0.0 0.000 TL 24.38 PV 0.0 Pipe: 45 -7.9 3.352 PL 1.38 PF 0.0 A64 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A84 37.5 0.0 20.2 0.0 0.000 TL 24.38 PV 0.0 Pipe: 46 -8.0 3.352 PL 1.38 PF 0.0 A65 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A85 37.5 0.0 20.2 0.0 0.000 TL 24.38 PV 0.0 Pipe: 47 88.1 3.352 PL 1.38 PF 0.2 A66 35.2 0.0 21.2 0.0 3.2 120 FTG T PE -1.0 A86 37.5 0.0 20.0 0.0 0.007 TL 24.38 PV 0.1 Pipe: 48 -7.9 3.352 PL 1.38 PF 0.0 A67 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A87 37.5 0.0 20.2 0.0 0.000 TL 24.38 -PV 0.0 Pipe: 49 -7.4 3.352 PL 1.38 PF 0.0 A68 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A88 37.5 0.0 20.2 0.0 0.000 TL 24.38 PV 0.0 Pipe: 50 -7.1 3.352 PL 1.38 PF 0.0 A69 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A89 37.5 0.0 20.2 0.0 0.000 TL 24.38 PV 0.0 Pipe: 51 -6.7 3.352 PL 1.38 PF 0.0 A70 35.2 0.0 21.2 0.0 0.2 120 FTG T PE -1.0 A90 37.5 0.0 20.2 0.0 0.000 TL 24.38 PV 0.0 Pipe: 52 -6.9 3.352 PL 1.38 PF 0.0 A71 35.2 0.0 21.2 0.0 0.3 120 FTG T PE -1.0 A91 37.5 0.0 20.2 0.0 0.000 TL 24.38 PV 0.0 rays i Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage PIPE DATA (cont.) 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: 53 10.4 3.352 PL 207.29 PF 0.0 A40 37.5 0.0 20.2 0.0 0.4 120 FTG 3E2T PE 1.0 A60 35.2 0.0 21.2 0.0 0.000 TL 286.29 PV 0.0 Pipe: 54 9.3 3.352 PL 207.29 PF 0.0 A41 37.5 0.0 20.2 0.0 0.3 120 FTG 3E2T PE 1.0 A61 35.2 0.0 21.2 0.0 0.000 TL 286.29 PV 0.0 Pipe: 55 8.5 3.352 PL 207.29 PF 0.0 A42 37.5 0.0 20.2 0.0 0.3 120 FTG 3E2T PE 1.0 A62 35.2 0.0 21.2 0.0 0.000 TL 286.29 PV 0.0 Pipe: 56 8.1 3.352 PL 205.00 PF 0.0 A43 37.5 0.0 20.2 0.0 0.3 120 FTG 2T PE 0.0 A83 37.5 0.0 20.2 0.0 0.000 TL 251.00 PV 0.0 Pipe: 57 7.9 3.352 PL 205.00 PF 0.0 A44 37.5 0.0 20.2 0.0 0.3 120 FTG 2T PE 0.0 A84 37.5 0.0 20.2 0.0 0.000 TL 251.00 PV 0.0 Pipe: 58 8.0 3.352 PL 205.00 PF 0.0 A45 37.5 0.0 20.2 0.0 0.3 120 FTG 2T PE 0.0 A85 37.5 0.0 20.2 0.0 0.000 TL 251.00 PV 0.0 Pipe: 59 64.7 3.352 PL 146.92 PF 0.7 A46 37.5 0.0 20.1 0.0 2.4 120 FTG T PE 0.0 Si 37.5 0.0 19.4 0.0 0.004 TL 169.92 PV 0.0 ayc Pipe: 60 -88.1 3.352 PL 58.08 PF 0.6 S1 37.5 0.0 19.4 0.0 3.2 120 FTG T PE 0.0 A86 37.5 0.0 20.0 0.0 0.007 TL 81.08 PV 0.1 Pipe: 61 7.9 3.352 PL 145.46 PF 0.0 A47 37.5 0.0 20.2 0.0 0.3 120 FTG T PE 0.0 S2 37.5 0.0 20.2 0.0 0.000 TL 168.46 PV 0.0 Pipe: 62 7.9 3.352 PL 59.54 PF 0.0 S2 37.5 0.0 20.2 0.0 0.3 120 FTG T PE 0.0 A87 37.5 0.0 20.2 0.0 0.000 TL 82.54 PV 0.0 Pipe: 63 7.4 3.352 PL 205.00 PF 0.0 A48 37.5 0.0 20.2 0.0 0.3 120 FTG 2T PE 0.0 A88 37.5 0.0 20.2 0.0 0.000 TL 251.00 PV 0.0 Pipe: 64 7.1 3.352 PL 116.00 PF 0.0 A49 37.5 0.0 20.2 0.0 0.3 120 FTG T PE 0.0 201 37.5 0.0 20.2 0.0 0.000 TL 139.00 PV 0.0 Pipe: 65 7.1 3.352 PL 10.00 PF 0.0 201 37.5 0.0 20.2 0.0 0.3 120 FTG ---- PE 0.0 202 37.5 0.0 20.2 0.0 0.000 TL 10.00 PV 0.0 Date: 07/25/2000 JOB TITLE: Segale 981 PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) 202 203 203 204 204 205 205 206 206 A89 A50 207 207 208 208 209 209 210 210 211 211 212 Pipe: 66 37.5 37.5 Pipe: 67 37.5 37.5 Pipe: 68 37.5 37.5 Pipe: 69 37.5 37.5 Pipe: 70 37.5 37.5 Pipe: 71 37.5 37.5 Pipe: 72 37.5 37.5 Pipe: 73 37.5 37.5 Pipe: 74 37.5 37.5 Pipe: 75 37.5 37.5 Pipe: 76 37.5 37.5 Building Flamable Liquid Storage Q(GPM) NOZ. PT DISC. VEL(FPS)DIA(IN) (FT)LENGTH (K) (PSI) (GPM) F.L./FT 0.0 20.2 0.0 0.0 20.2 0.0 0.0 20.2 0.0 0.0 20.2 0.0 0.0 20.2 0.0 0.0 20.2 0.0 0.0 20.2 0.0 0.0 20.2 0.0 0.0 20.2 0.0 0.0 20.2 0.0 0.0 20.2 0.0 0.0 20.2 0.0 7.1 3.352 PL 10.00 0.3 120 FTG ---- 0.000 TL 10.00 7.1 3.352 PL 8.00 0.3 120 FTG -- 0.000 TL 8.00 7.1 3.352 PL 7.00 0.3 120 FTG -- 0.000 TL 7.00 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV 7.1 3.352 PL 10.00 PF 0.3 120 FTG ---- PE 0.000 TL 10.00 PV 7.1 3.352 PL 44.00 0.3 120 FTG T 0.000 TL 67.00 6.7 3.352 0.2 120 0.000 6.7 3.352 0.0 20.2 0.0 0.2 120 0.0 20.2 0.0 0.000 6.7 3.352 0.0 20.2 0.0 0.2 120 0.0 20.2 0.0 0.000 6.7 3.352 0.0 20.2 0.0 0.2 120 0.0 20.2 0.0 0.000 6.7 3.352 0.0 20.2 0.0 0.2 120 0.0 20.2 0.0 0.000 6.7 3.352 0.0 20.2 0.0 0.2 120 0.0 20.2 0.0 0.000 Pipe: 77 6.7 212 37.5 0.0 20.2 0.0 0.2 A90 37.5 0.0 20.2 0.0 A51 213 Pipe: 78 37.5 37.5 3.352 120 0.000 6.9 3.352 0.0 20.2 0.0 0.3 120 0.0 20.2 0.0 0.000 PL 116.00 FTG T TL 139.00 PL 10.00 FTG T TL 33.00 PF PE PV PF PE PV PF PE PV PL 10.00 PF FTG ---- PE TL 10.00 PV PL FTG TL PL FTG TL 8.00 PF ---- PE 8.00 PV 7.00 PF ---- PE 7.00 PV PL 10.00 PF FTG ---- PE TL 10.00 PV PL 44.00 FTG T TL 67.00 PL 116.00 FTG T TL 139.00 PF PE PV PF PE PV 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage PIPE DATA (cont.) 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: 79 6.9 3.352 PL 10.00 PF 0.0 213 37.5 0.0 20.2 0.0 0.3 120 FTG ---- PE 0.0 214 37.5 0.0 20.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 80 6.9 3.352 PL 10.00 PF 0.0 214 37.5 0.0 20.2 0.0 0.3 120 FTG ---- PE 0.0 215 37.5 0.0 20.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 81 6.9 3.352 PL 8.00 PF 0.0 215 37.5 0.0 20.2 0.0 0.3 120 FTG ---- PE 0.0 216 37.5 0.0 20.2 0.0 0.000 TL 8.00 PV 0.0 Pipe: 82 6.9 3.352 PL 7.00 PF 0.0 216 37.5 0.0 20.2 0.0 0.3 120 FTG ---- PE 0.0 217 37.5 0.0 20.2 0.0 0.000 TL 7.00 PV 0.0 Pipe: 83 6.9 3.352 PL 10.00 PF 0.0 217 37.5 0.0 20.2 0.0 0.3 120 FTG ---- PE 0.0 218 37.5 0.0 20.2 0.0 0.000 TL 10.00 PV 0.0 Pipe: 84 6.9 3.352 PL 44.00 PF 0.0 218 37.5 0.0 20.2 0.0 0.3 120 FTG T PE 0.0 A91 37.5 0.0 20.2 0.0 0.000 TL 67.00 PV 0.0 Pipe: 85 152.8 2.727 PL 3.46 PF 1.2 Si 37.5 0.0 19.4 0.0 8.4 120 FTG T PE 0.0 K10 37.5 0.0 18.2 0.0 0.053 TL 22.46 PV 0.5 Pipe: 86 152.8 2.727 PL 27.58 PF 2.0 K10 37.5 0.0 18.2 0.0 8.4 120 FTG E PE 12.0 K11 9.9 0.0 28.2 0.0 0.053 TL 37.58 PV 0.5 Pipe: 87 152.8 2.727 PL 8.08 PF 1.5 K11 9.9 0.0 28.2 0.0 8.4 120 FTG 2E PE 0.0 K12 9.9 0.0 26.7 0.0 0.053 TL 28.08 PV 0.5 Pipe: 88 152.8 2.154 PL 2.42 PF 2.4 K12 9.9 0.0 26.7 0.0 13.5 120 FTG T PE 1.0 K13 7.5 0.0 25.3 0.0 0.168 TL 14.42 PV 1.2 Pipe: 89 152.8 2.154 PL 3.67 PF 1.6 K13 7.5 0.0 25.3 0.0 13.5 120 FTG E PE 0.0 1001 7.5 5.6 23.7 27.3 0.168 TL 9.67 PV 1.2 Pipe: 90 125.5 2.154 PL 8.00 PF 0.9 1001 7.5 5.6 23.7 27.3 11.0 120 FTG ---- PE 0.0 1002 7.5 5.6 22.7 26.8 0.117 TL 8.00 PV 0.8 Pipe: 91 98.7 1.687 PL 8.00 PF 2.0 1002 7.5 5.6 22.7 26.8 14.2 120 FTG ---- PE 0.0 1003 7.5 5.6 20.8 25.6 0.247 TL 8.00 PV 1.4 r cay� JU Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage PIPE DATA (cont.) 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: 92 73.1 1.687 PL 8.00 PF 1.1 1003 7.5 5.6 20.8 25.6 10.5 120 FTG ---- PE 0.0 1004 7.5 5.6 19.6 24.9 0.141 TL 8.00 PV 0.7 Pipe: 93 48.2 1.452 PL 8.00 PF 1.1 1004 7.5 5.6 19.6 24.9 9.3 120 FTG ---- PE 0.0 1005 7.5 5.6 18.5 24.2 0.136 TL 8.00 PV 0.6 Pipe: 94 24.0 1.452 PL 8.00 PF 0.3 1005 7.5 5.6 18.5 24.2 4.7 120 FTG ---- PE 0.0 1006 7.5 5.6 18.2 24.0 0.037 TL 8.00 PV 0.1 Pipe: 95 0.0 3.352 PL 1.42 PF 0.0 S2 37.5 0.0 20.2 0.0 0.0 120 FTG T PE 0.0 P10 37.5 0.0 20.2 0.0 0.000 TL 24.42 PV 0.0 Pipe: 96 -0.1 3.352 PL 21.58 PF 0.0 P10 37.5 0.0 20.2 0.0 0.0 120 FTG E PE 9.4 P11 15.9 0.0 29.5 0.0 0.000 TL 32.58 PV 0.0 Pipe: 97 0.0 3.352 PL 6.38 PF 0.0 P11 15.9 0.0 29.5 0.0 0.0 120 FTG 2E PE 0.0 P12 15.9 0.0 29.5 0.0 0.000 TL 28.38 PV 0.0 Pipe: 98 0.0 3.352 PL 22.92 PF 0.0 P12 15.9 0.0 29.5 0.0 0.0 120 FTG E PE 0.0 P13 15.9 0.0 29.5 0.0 0.000 TL 33.92 PV 0.0 Pipe: 99 0.0 3.352 PL 11.96 PF 0.0 P13 15.9 0.0 29.5 0.0 0.0 120 FTG 2E PE 0.0 P14 15.9 0.0 29.5 0.0 0.000 TL 33.96 PV 0.0 Pipe: 100 0.1 3.352 PL 11.92 PF 0.0 P14 15.9 0.0 29.5 0.0 0.0 120 FTG E PE 5.6 P15 3.0 0.0 35.1 0.0 0.000 TL 22.92 PV 0.0 Pipe: 101 0.0 3.352 PL 1.00 PF 0.0 P15 3.0 0.0 35.1 0.0 0.0 120 FTG EB PE 0.0 P16 3.0 0.0 35.1 0.0 0.000 TL 27.00 PV 0.0 Pipe: 102 -0.1 3.352 PL 15.33 PF 0.0 P16 3.0 0.0 35.1 0.0 0.0 120 FTG E PE -6.7 P17 18.5 0.0 28.4 0.0 0.000 TL 26.33 PV 0.0 Pipe: 103 0.0 2.727 PL 3.04 PF 0.0 P17 18.5 0.0 28.4 0.0 0.0 120 FTG E PE 0.0 1101 18.5 0.0 28.4 0.0 0.000 TL 13.04 PV 0.0 Pipe: 104 0.0 1.104 PL 2.00 PF 0.0 1101 18.5 0.0 28.4 0.0 0.0 120 FTG T PE 0.0 1102 18.5 0.0 28.4 0.0 0.000 TL 8.00 PV 0.0 L uy G 11 Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. PT DISC. NODES (FT) (K) (PSI) (GPM) Pipe: 105 1101 18.5 P18 18.5 P18 P21 Pipe: 106 18.5 18.5 Pipe: 107 P21 18.5 1103 18.5 Q(GPM) DIA(IN) LENGTH VEL(FPS) HW(C) (FT) F.L./FT 0.0 2.727 PL 0.0 28.4 0.0 0.0 120 FTG 0.0 28.4 0.0 0.000 TL 2.00 2.00 0.0 2.727 PL 0.0 28.4 0.0 0.0 120 FTG 0.0 28.4 0.0 0.000 TL 0.0 2.154 0.0 28.4 0.0 0.0 120 0.0 28.4 0.0 0.000 Pipe: 108 1103 18.5 0.0 28.4 1104 18.5 0.0 28.4 Pipe: 109 1104 18.5 0.0 28.4 1105 18.5 0.0 28.4 Pipe: 110 1105 18.5 0.0 28.4 1106 18.5 0.0 28.4 Pipe: P18 P19 111 18.5 0.0 28.4 18.5 0.0 28.4 Pipe: 112 P19 18.5 0.0 28.4 1207 18.0 0.0 28.6 Pipe: 113 P19 18.5 0.0 28.4 P20 18.5 0.0 28.4 Pipe: P20 1109 Pipe: 1109 1108 Pipe: P20 1110 114 18.5 0.0 28.4 18.5 0.0 28.4 0.0 2.154 0.0 0.0 120 0.0 0.000 0.0 1.687 0.0 0.0 120 0.0 0.000 0.0 1.452 0.0 0.0 120 0.0 0.000 0.0 2.727 0.0 0.0 120 0.0 0.000 0.0 1.452 0.0 0.0 120 0.0 0.000 0.0 2.727 0.0 0.0 120 0.0 0.000 0.0 1.452 0.0 0.0 120 0.0 0.000 PL FTG TL 0.50 0.50 7.50 7.50 PL 10.00 FTG -- TL 10.00 PL 7.67 FTG 2E TL 17.67 PL 8.00 FTG ---- TL 8.00 PL 3.00 FTG T TL 22.00 PL 19.21 FTG ET TL 31.21 PL 6.62 FTG ---- TL 6.62 PL 2.00 FTG T TL 10.00 115 0.0 1.104 PL 4.00 18.5 0.0 28.4 0.0 0.0 120 FTG E 18.5 0.0 28.4 0.0 0.000 TL 7.00 116 0.0 2.154 PL 8.00 18.5 0.0 28.4 0.0 0.0 120 FTG T 18.5 0.0 28.4 0.0 0.000 TL 20.00 Pipe: 117 1110 18.5 1111 18.5 0.0 2.154 PL 10.00 0.0 28.4 0.0 0.0 120 FTG -- 0.0 28.4 0.0 0.000 TL 10.00 uy G 14a PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Date: 07/25/2000 ' JOB TITLE: Segale 981 Building Flamable Liquid Storage PIPE DATA (cont.) 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: 118 0.0 1.687 PL 7.67 PF 0.0 1111 18.5 0.0 28.4 0.0 0.0 120 FTG 2E PE 0.0 1112 18.5 0.0 28.4 0.0 0.000 TL 17.67 PV 0.0 Pipe: 119 0.0 1.452 PL 8.00 PF 0.0 1112 18.5 0.0 28.4 0.0 0.0 120 FTG ---- PE 0.0 1113 18.5 0.0 28.4 0.0 0.000 TL 8.00 PV 0.0 Pipe: 120 0.0 1.452 PL 1.50 PF 0.0 1101 18.5 0.0 28.4 0.0 0.0 120 FTG T PE 0.9 1201 16.5 0.0 29.3 0.0 0.000 TL 9.50 PV 0.0 Pipe: 121 0.0 1.104 PL 0.50 PF 0.0 1102 18.5 0.0 28.4 0.0 0.0 120 FTG E PE 0.2 1202 18.0 0.0 28.6 0.0 0.000 TL 3.50 PV 0.0 Pipe: 122 0.0 1.452 PL 0.50 PF 0.0 1103 18.5 0.0 28.4 0.0 0.0 120 FTG T PE 0.2 1203 18.0 0.0 28.6 0.0 0.000 TL 8.50 PV 0.0 Pipe: 123 0.0 1.452 PL 0.50 PF 0.0 1104 18.5 0.0 28.4 0.0 0.0 120 FTG T PE 0.2 1204 18.0 0.0 28.6 0.0 0.000 TL 8.50 PV 0.0 Pipe: 124 0.0 1.452 PL 0.50 PF 0.0 1105 18.5 0.0 28.4 0.0 0.0 120 FTG T PE 0.2 1205 18.0 0.0 28.6 0.0 0.000 TL 8.50 PV 0.0 Pipe: 125 0.0 1.452 PL 0.50 PF 0.0 1106 18.5 0.0 28.4 0.0 0.0 120 FTG E PE 0.2 1206 18.0 0.0 28.6 0.0 0.000 TL 4.50 PV 0.0 Pipe: 126 0.0 1.104 PL 0.50 PF 0.0 1108 18.5 0.0 28.4 0.0 0.0 120 FTG E PE 0.2 1208 18.0 0.0 28.6 0.0 0.000 TL 3.50 PV 0.0 Pipe: 127 0.0 1.452 PL 1.50 PF 0.0 1109 18.5 0.0 28.4 0.0 0.0 120 FTG T PE 0.9 1209 16.5 0.0 29.3 0.0 0.000 TL 9.50 PV 0.0 Pipe: 128 0.0 1.452 PL 0.50 PF 0.0 1110 18.5 0.0 28.4 0.0 0.0 120 FTG T PE 0.2 1210 18.0 0.0 28.6 0.0 0.000 TL 8.50 PV 0.0 Pipe: 129 0.0 1.452 PL 0.50 PF 0.0 1111 18.5 0.0 28.4 0.0 0.0 120 FTG T PE 0.2 1211 18.0 0.0 28.6 0.0 0.000 TL 8.50 PV 0.0 Pipe: 130 0.0 1.452 PL 0.50 PF 0.0 1112 18.5 0.0 28.4 0.0 0.0 120 FTG T PE 0.2 1212 18.0 0.0 28.6 0.0 0.000 TL 8.50 PV 0.0 Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage 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: 131 0.0 1.452 PL 0.50 1113 18.5 0.0 28.4 0.0 0.0 120 FTG E 1213 18.0 0.0 28.6 0.0 0.000 TL 4.50 Luyc lY PRESS. SUM. (PSI) PF 0.0 PE 0.2 PV 0.0 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J 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 0.001 gpm and a maximum imbalance at any node of 0.162 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 14.2 ft/sec at pipe 91. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatV1v AlmChk 6.357 18.00 38.00 11.00 40.00 13.00 4.00 34.00 8.249 20.00 42.00 14.50 50.00 13.00 4.00 32.00 PAGE: C Diameter (in) 1.104 1.452 1.687 2.154 PAGE: D Diameter (in) MATERIAL: XL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEii ChkVly BfyVly 3.00 4.00 5.00 6.00 6.00 8.00 10.00 12.00 2.60 6.00 2.60 9.00 2.60 11.00 3.70 13.00 3.00 3.00 4.00 5.50 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk 1.00 1.00 1.00 1.00 in Feet G GatVly 10.400 31.00 71.00 23.00 78.00 27.00 7.00 10.00 10.00 10.00 10.00 D DPV1v 59.00 30.00 D DPV1v 10.00 10.00 10.00 10.00 Date: 07/25/2000 JOB TITLE: Segale 981 Building Flamable Liquid Storage PAGE: F Diameter (in) 2.727 3.352 4.352 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA 10.00 11.00 15.00 19.00 23.00 29.00 6.50 23.00 11.00 8.00 25.00 15.00 9.00 32.00 1.00 in Feet G GATE -V 2.00 2.00 3.00 r uyc LJ A D AL -VA DRY -VA 13.00 16.00 24.00 0.00 25.00 41.00 Date: 07/25/2000 ' JOB TITLE: Segale 981 Building Flamable Liquid Storage WATER SUPPLY CURVE 180+ 165+ 150+ 135*\\\\\\\0\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ * <-128.0 psi @ 1500 gpm Flow Test Point P120+ R I E I S I 5105+ U I R I E 1 90+ ( I P 1 S 1 I 75+ ) 60+ 45+ X I 30+ LEGEND 1 1 X = Required Water Supply 40.08 psi @ 652.8 gpm 15+ + I 0 = Available Water Supply " 1 133.50 psi @ 652.8 gpm if1 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 3 42 aro NMI NM EYELET B `� 0 �?z2 Y[CHT� SYM MAKE, ORIFICE SIZE, TYPE & FINISH TEMP QTY L //j /C 165 10 1 RELIABLE F1FR/F2 RECESSED CH CH th 1h 1)'-11 „F. / -5/16"xt1h= LAG SCREW WOOD 2x12 "- HALF STRAP t E REVISIONS MK DATE BY 4 CONTRACT WITH: 0 SEGALE 5-0/ f21` si' � .... ... _ - . • .0 TUKWILA, WA 98188 �t¢ CONTRACT NAME: 14 SEGALE MEZZANINE i BUILDING 981 SEGALE DRIVE C TUKWILA, WA 98188 , KEVIN- 206-396-1744 4, PATRIFP099CF k IM AIR I OT 2707 70th AVENUE E. TACOMA, WA 98424 ; 253 926-2290 FIRE PROTECTION FAX (253)922-6150 Q DATE JOB NUMBER i7A,i; 12-6-01 117 W 9-0 o - 8 BO) 4 .ISM. (� 1 1M.— • N 0 I." / c 8 BCD T 3-10^1 ,...IT I� 3-10 I� ,/1a. U .- o nT 8E / ` .+ N/I _re 1- a• - 10-3 d•10-) ' 01111 4-0.? 9-9 m 04 % 1?' -81/ I L..�s ._ >< , • BOD i vi 11 +h °° 111/ m I t l 1-7 al. 10-0 ,do.10-9 / 00 9-E / 40 >< UNDER MEZZ KEY PLAN SCALD NTS SCALE' 1/8'=1'-0' PLYWOOD DECK "- (4) 16d NAILS TYP. WOOD 2x12 "U" HANGER DETAIL SCALE' NTS 8" COACH SCREW ROD TYP. TYPICAL TRUSS UNISTRUT CLAMP "T" HANGER DETAIL TYPICAL TRUSS ARM OVER DETAIL SCALD NTS SCALD NTS SCOPE OF WORK 1. ADD HEADS UNDER NEW MEZZ. G" C kE LI E GENERAL NOTES a1Without Comments _ As NDt I§TII GdFIRE SPRINKLER LINES. LI2. TIEP-TIV36-1-MxqleaElditerEE These plans have been rev'ewed by The Tukwila Fire Prevention Bureau ...or corforrn nr:e with current city standards. Accep`9ioe .s sLit;ect to errors and omissions whic' 410 r.ct :,.thorize violations of adopted standards acid o.aln, ,teas The responsibility for the adequacy of design rests totally with the designer. Additions, Oe ,:,tions or revisions to these drawings afts.>r this date will vara th;s adder Lance and will require a resubmittal of revised drawings ,or subsequent approval. 4 Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: Z- l 5107- By: FILE 1UKWILA ,=IRE t)EPAKTM LNI Fie se call: 575-4407 ria .;ive this job Pio. O Z — S and exact address for shut' down or restoration approval Cs - HANGER LEGEND NMI NM EYELET B COACH SCREW ROD SPRINKLER HEADS USED SYM MAKE, ORIFICE SIZE, TYPE & FINISH TEMP QTY L //j /C 165 10 • RELIABLE F1FR/F2 RECESSED CH CH th 1h 155 „F. / -5/16"xt1h= LAG SCREW WOOD 2x12 "- HALF STRAP t E REVISIONS MK DATE BY "- (4) 16d NAILS TYP. WOOD 2x12 "U" HANGER DETAIL SCALE' NTS 8" COACH SCREW ROD TYP. TYPICAL TRUSS UNISTRUT CLAMP "T" HANGER DETAIL TYPICAL TRUSS ARM OVER DETAIL SCALD NTS SCALD NTS SCOPE OF WORK 1. ADD HEADS UNDER NEW MEZZ. G" C kE LI E GENERAL NOTES a1Without Comments _ As NDt I§TII GdFIRE SPRINKLER LINES. LI2. TIEP-TIV36-1-MxqleaElditerEE These plans have been rev'ewed by The Tukwila Fire Prevention Bureau ...or corforrn nr:e with current city standards. Accep`9ioe .s sLit;ect to errors and omissions whic' 410 r.ct :,.thorize violations of adopted standards acid o.aln, ,teas The responsibility for the adequacy of design rests totally with the designer. Additions, Oe ,:,tions or revisions to these drawings afts.>r this date will vara th;s adder Lance and will require a resubmittal of revised drawings ,or subsequent approval. 4 Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: Z- l 5107- By: FILE 1UKWILA ,=IRE t)EPAKTM LNI Fie se call: 575-4407 ria .;ive this job Pio. O Z — S and exact address for shut' down or restoration approval Cs - HANGER LEGEND E EYELET B COACH SCREW ROD SPRINKLER HEADS USED SYM MAKE, ORIFICE SIZE, TYPE & FINISH TEMP QTY O RELIABLE G UPRIGHT BRONZE 1h 1h 165 10 • RELIABLE F1FR/F2 RECESSED CH CH th 1h 155 12 REVISIONS MK DATE BY 41 CONTRACT WITH: 0 SEGALE 5-0/ f21` si' � .... ... _ - . • .0 TUKWILA, WA 98188 �t¢ CONTRACT NAME: 14 SEGALE MEZZANINE i BUILDING 981 SEGALE DRIVE C TUKWILA, WA 98188 , KEVIN- 206-396-1744 4, PATRIFP099CF k IM AIR I OT 2707 70th AVENUE E. TACOMA, WA 98424 ; 253 926-2290 FIRE PROTECTION FAX (253)922-6150 DESIGNER DATE JOB NUMBER JOHN DACCA 12-6-01 12-6100 I61/2E/°' 1 I-4 3x2 TECH IEE fite BCD 8'F E Fon /161E 11hco 1V N 161 10-0 ph 1�/4 z-(0 10-0 /a 1V4 1V4 10-0 { W 10-0 10-0 1 0-6 UNDER MEZZ SCALD 1/8'=1'-0' FILA SCOPE OF WORK 1. ADD HEADS UNDER NEW MEZZ. GENERAL NOTES 1. --- = EXISTING FIRE SPRINKLER LINES. 2. TIE—IN WITH 3x2 MECH TEE (0-4) 1" PLUG —" ARM OVER DETAIL TUKWILA FIRE DEPARTMEN1 Please call: 575-4407 and give this job No. .S 2 and exact address for shut= down or restoration approval. SCALD NTS KEY PLAN DEC 7 2009 SCALD NTS ICC[°T 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 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: % Z.I ib\o) By: ►P -53 4‘.., or spre:00 >$07 , HANGER LEGEND E EYELET SPRINKLER HEADS USED SYM MAKE, ORIFICE SIZE, TYPE & FINISH TEMP QTY 0 RELIABLE G UPRIGHT BRONZE 1h 1/ 165 10 REVISIONS MK DATE BY CONTRACT WITH: SEGALE 18000 ANDOVER PARK WEST SUITE 200 TUKWILA, WA 98188 CONTRACT NAME: SEGALE MEZZANINE 1 1JILDING 981 SEGALE DRIVE C TUKWILA, WA 98188 KEVIN- 206-396-1744 ATRIOT PATRIFP099CF 2707 70th AVENUE E. TACOMA, WA 98424 253 926-2290 FAX (253)922-6150 FIRE PROTECTION DESIGNER DATE JOB NUMBER JOHN DACCA 12-6-01 12-6100 PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale 981 Building Paint Booth FILE NUMBER: s981-pnt DATE: Jul 25, 2000 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Extra Hazard II DENSITY: .40 gpm/sq. ft. AREA OF APPLICATION: Entire Area COVERAGE PER SPRINKLER: 100 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 544.2 gpm TOTAL WATER REQUIRED (including hose): 1044.2 gpm FLOW AND PRESSURE BASE OF RISER Node(4):544.2 gpm @ 109.1 psi SPRINKLER ORIFICE SIZE: 17/32 NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROG HRS SYSTEMS, INC. ATLANTA, GA AUGMigigETTI 11.1 ?, 2000 NOTE: ALL DIMENSIONS TO MECHANICAL TEES Al HANGERS ON 1H1S UNE TO BE *. UNE TO BE 70E TO A ROD COUPLING ALL HANGERS ON THIS UNE TO BE --- UHF TO BE 70E TO A ROD COUPLING 0 o II Line tl�� --1 r�—� alta•►. P�r�F-:�—��rr R=C4 Al11 , . • 0 `' { '' r II • . ' 3.11 >k 1/4 I' 6•� ! I w 1 9-71 I 6 8 t1 -0- II N-12=it 1!�'litan - vl ;, `''� � 1'11 _ �' » 1010 = IA 1 ti4 o �Ankil'"� 1010 i ���� ',, ilidKjj ..� ,, ,, !Vigils), . t 1010 ,��,`�iTrh"`h��tk/4 F- .... '-!-_,t1010 ,`�. � 1 r 6 � UM /r I , rrar�"r'i. � o �� 1 NE it 11111111111110T111/ 1010 _ _ , 1010 -_1010.._ ALL H RS ON THIS LINE TO If UNE,TO 75E TO A ROD COUPLING ALL HANGERS ON NIS UNE TO BE UNE TO �E 75E TO A ROD COUPLNG AU HANGERS ON THIS LINE TO B UNE TO BE 75E TO A ROO COUPUNG ALLHAAKRS ON THIS LINE TO BE UNE TO r 75E TOA ROO COUPLNG N -L HANGERS ON THIS UNE TO BE UNE TO BE 70E TOA ROO COUPUNG ALL HANGERS ON THIS UNE TO BE --�^ UNE TO BE 70E TO A ROD COUPLING ALL HANGERS ON THIS UNE TO BE --" LNF TO BE 70E TO A ROD COUPLING Ni HANGERS ON THIS UNE TO BE —" LINE TO BE 70E TO A ROD COUPLING ALL HANGERS ON THIS UNE TO BE ---- LINE TO BE 70E TO A ROO COUPLING ALL HANGERS ON THIS UNE TO BE ---'• LINE TO BE 70E TO A ROD COUPUNC ALL HANGERS ON THIS UNE 10 BE LINE TO BE 70E TO A ROO COUPLING ALL HANGERS ON THIS UNE TO BE UNE TO BE 70E TOA ROD COUPLING 0 i ha FFICE 11k , 1 r 'l5! 12-10 17on } t •.r...--- ��• u■I. IIIIIIMMIMlllIM SII Hlllllla �H a BATH � 514 4 w 1010 _ ILII_ w mozHirm- 311.1.1"111.111A+1° - "" ''' 0-0 - I ALL HANGERS ON THIS UNE TO BE UNE TO 13E 95E TO A ROO (OII'LNG ALL 1AN(#R5 ON THIS UNE TO BE LINE TO BE 95E TO A ROD COUPLING ALL HANGERS ON THIS LINE TO BE LINE TO E 95E TO A ROO COUPLING ALHANK ON THIS UNE TO BE LINE TO r 95E TO A ROO COUPLING 1010-- Id HANGERS ON THIS LINE TO BE LINE TO BE 100E TOA ROD COUPLING ALL LINE -ON —THIS—UNE-10 13E --- 100E -100E TO A ROD COUPLING 11/4 (0-4) /INSTALL NEW MECH TEE vi (0-4) r== EXISTING 4" MAIN 10'-8 1/2" 404 AFF- t NEW 1/2" ADN. NEW SPRINKLER SPRINKLER TIE—IN X SEE PLAN X SEE PLAN SCALE: NTS / INSTALL NEW MECH TEE VARIES auk AFF- a<11-1 EXISTING 4" MAIN 12'-4" AFF- ("Li 1" BALL VALVE 11'- 10'-0" SPAN 1I I 0 TYPICAL TRUSS NO SCALE 3/8" ALL THREAD ROD LENGTH PER PLAN HANGER RING 0 2" PIPE W/ 3/8" x 9" ROD WELDED TO EACH END, (DO NOT OPPO TRAPEZE HANGER "T' SCOPE OF WORK 1. ADD HEADS FOR NEW WALLS AND CEILINGS 2. ADD PRE—ACTION SYSTEM IN ROOMS 253 & 239 GENERAL NOTES 1. --- = EXISTING FIRE SPRINKLER LINES 2. ALL NEW LINES RUN AT 12'-4" AFF. q,. 3. ALL DROPS TO HAVE ADN'S. 4. ® =4x1 1/2 MECHANICAL TEE U.N.O. . 5. HANGERS TO HAVE AN 8, 9, 10 ,11, 12" EXTENSION TIE—IN DETAIL 0 r) SCALE: NTS Ati WEIRS ON THIS LINE TO UNE TO 95E TOA ROD COUPLING AREA OF WORK .0010. 00'... S I ?ND --.011110 I J i i FLPOR PLAN ISCALE: 1/8'=1'-0" TUKWILA FIRE DEPARTMENT Please call: 575.4407 C, and give this job and exact address for shut, down or restoration approval. • 1 NEW PIPING SEE PLAN C= w L.4-1 HYDRAULIC CALL NOTES 1. ALL NODES 200 AND ABOVE FOR NEW PIPING IN OFFICE 2. ALL NODES 200 AND BELOW FOR EXISTING PIPING IN WAREHOUSE NEW 1/2" ADN. NEW SPRINKLER I=1LE EXISTING SYSTEM NODES SCALE: TS BUIL E) winaWal A "U" HOOK 6-tII COACH SCREW ROD D 0 9 0 EYELET ,, �9TAMS 1p'' 15-4 II 0 .,'S 1 CEILING FLANGE Laivanrmingill SIDE BEAM BRACKET K FFICE 11k , 1 r 'l5! 12-10 17on } t •.r...--- ��• u■I. IIIIIIMMIMlllIM SII Hlllllla �H a BATH � 514 4 w 1010 _ ILII_ w mozHirm- 311.1.1"111.111A+1° - "" ''' 0-0 - I ALL HANGERS ON THIS UNE TO BE UNE TO 13E 95E TO A ROO (OII'LNG ALL 1AN(#R5 ON THIS UNE TO BE LINE TO BE 95E TO A ROD COUPLING ALL HANGERS ON THIS LINE TO BE LINE TO E 95E TO A ROO COUPLING ALHANK ON THIS UNE TO BE LINE TO r 95E TO A ROO COUPLING 1010-- Id HANGERS ON THIS LINE TO BE LINE TO BE 100E TOA ROD COUPLING ALL LINE -ON —THIS—UNE-10 13E --- 100E -100E TO A ROD COUPLING 11/4 (0-4) /INSTALL NEW MECH TEE vi (0-4) r== EXISTING 4" MAIN 10'-8 1/2" 404 AFF- t NEW 1/2" ADN. NEW SPRINKLER SPRINKLER TIE—IN X SEE PLAN X SEE PLAN SCALE: NTS / INSTALL NEW MECH TEE VARIES auk AFF- a<11-1 EXISTING 4" MAIN 12'-4" AFF- ("Li 1" BALL VALVE 11'- 10'-0" SPAN 1I I 0 TYPICAL TRUSS NO SCALE 3/8" ALL THREAD ROD LENGTH PER PLAN HANGER RING 0 2" PIPE W/ 3/8" x 9" ROD WELDED TO EACH END, (DO NOT OPPO TRAPEZE HANGER "T' SCOPE OF WORK 1. ADD HEADS FOR NEW WALLS AND CEILINGS 2. ADD PRE—ACTION SYSTEM IN ROOMS 253 & 239 GENERAL NOTES 1. --- = EXISTING FIRE SPRINKLER LINES 2. ALL NEW LINES RUN AT 12'-4" AFF. q,. 3. ALL DROPS TO HAVE ADN'S. 4. ® =4x1 1/2 MECHANICAL TEE U.N.O. . 5. HANGERS TO HAVE AN 8, 9, 10 ,11, 12" EXTENSION TIE—IN DETAIL 0 r) SCALE: NTS Ati WEIRS ON THIS LINE TO UNE TO 95E TOA ROD COUPLING AREA OF WORK .0010. 00'... S I ?ND --.011110 I J i i FLPOR PLAN ISCALE: 1/8'=1'-0" TUKWILA FIRE DEPARTMENT Please call: 575.4407 C, and give this job and exact address for shut, down or restoration approval. • 1 NEW PIPING SEE PLAN C= w L.4-1 HYDRAULIC CALL NOTES 1. ALL NODES 200 AND ABOVE FOR NEW PIPING IN OFFICE 2. ALL NODES 200 AND BELOW FOR EXISTING PIPING IN WAREHOUSE NEW 1/2" ADN. NEW SPRINKLER I=1LE EXISTING SYSTEM NODES SCALE: TS BUIL E) 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 W x Y z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THEACEIID SHAJPEm INIPIPILE ADN ADJUSTABLE DROP NIPPLE -.•--..- 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE ,,,,C)('1 STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND o' 2 5g SPRINKLER ORIFICE SIZES AND TYPE 2 olel Et z N `- 0 1 5 3 7 1 0 o 1/2„ T 16 8 16 2 SPRAY • © 0 1- 3 17 11 • 3/4" SPRAY ig CI 1` 1 3 7 1 .t 'V , d.1 1/2' 2 8 16 2 SIDEWALL I- I DRY TYPE O G 1' , , ® 1" STATE CERTIFICATION RATING* , OTEMP ++“ ++ $I' O 212 ' $ Y 1/2• 3 0 286' 1$'1- c: 1J2' © 350' of 1- © I" 4E 500' 1/2• O 1/2" APPROVAL REQUIRED TUKWILA WA. STATE RATING BURAEU SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP an, • RELIABLE C4 CONCEALED Ih 1h BRONZE WHITE 155 195 TOTAL 195 QUALITY CONTROL BY MARK FROMONG DATE 1 1-9-01 APPROVED FOR FABRICATION BY DATE I 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 (I -B) 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. 3. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED A 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. B. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING Of PIPE A EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE A EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1, HYDRAULICALLY CALCULATED TO A .13/3000 IN OFFICE AREA, r PIPE NOTES 1. ALL PIPE TO BE X/L IN OFFICE AREA 2. PREACTION SYSTEM= MAIN TO BE SCH 10 LINES TO BE SCH 40 REVISIONS NO DATE BY DESCRIPTION - 11/27/2001BF REVISED HEAD LOCATION FOR REV. LIGHTING - 10-12-01 JCD REVISED HEAD LOCATION IN CONFERENCE RM. 3. 12-12-01 JCD REMOVED PRE -ACTION SYSTEM. CONTRACT WITH: . SEGALE 18000 ANDOVER PARK WEST SUITE 200 TUKWILA, WA 98188 PROJECT NAME: SEGALE BUSINESS PARK 2ND FLOOR BUILDING 981 SEGALE DRIVE C TUKWILA, WA 98188 KEVIN CAMPBELL 206-396-1744 PATRIFP099CF 4 1��11 a1 I' WWW.PATRIOTFIRE,COM "�� ®patriotfire.corn FIRE PROTECTION 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER •:JOHN DACCA- SHEET ATE ` 11-9-01 -- 1 OB, NO: 12,-6038 1 NaF :1 , i , 1'4 'f V 1 4, FrIF7POSTMFIC "".rigirilyIRTTF17111FrTfor407r7,11171/FilifirrimInFrrrTlpir,714,Firl,”1*TeMenrt 4 fre' 4 4 4 BLDG 7634 E3 DG 752 4 POVPE CONN PPV BLDG 73/ BAS NEW 981 BLDG 4 4 41=1•0•11.110...1111•10 1•111•111•111111•111WOMMIN........... UG NOTE 000,00000.0.0** 1 THIS SITE PLAN IS FOR REFERENCE ONLY SEE la TURAL AND CML DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATI 2 UNDERGROUND PIPING BY OTHERS 3 ALL UNDERGROUND PIPE TO BE INSTALLED ROWED AND/OR BLOCKED FLUSHED AND TESTED PER NFPA 13 & 24 4 MINIMUM BURY 3 —0 5 PATRIOT START POINT AT 10 FLANGE INSIDE BUILDING FLOW TEST STATIC RESIDUAL FLOW SOURCE LOCATION V 4 135 128 1500 LAYTON & SELL INC P S HYDRAULIC CALCULATION SITE 40. ,$ N '1* 4 4 k(' I. FIRE SPRINKLER RISER BACKFLOW DEVICE INSIDE BUILDING TYP 3 PLACES WALL, POST INDICATOR (TYP 5 WALL MOUNTED STORZ FDC SITE PLAN 41 40 44 4. rC, 444444 414 '44 L •;, 11 1 r 4 ,,a14,41 444 1,41... sAt 1,9 4. 4t 43 41 4 .t )* ;44 t 51 STORZ FOC OR (TYP L s STATE CERTIFICATION ,a) 2 3 TUKWILA FIRE DEPARTMEN1 Pie se call 575 4407 and g ye this job No gq- g.; / d at ddress for shut U w o sto tio pproyal ACCEPTED Wtho t Comm nts As Not d In Red Pe The Attach d Lette These plans have been re ewed by The Tukw la Fire Prevent on Bureau for conformance with current city t d ds Accept ce Is subject to rors a d om s ons which do not authorize viol tions of adopt d standa ds a d ord nances The respon b Ity fo th adeq cy f d sign ests totally w th the designer Add to s d I tions or re ons to these drawings after th d te w II void this acceptance and will requ re a r bm tt I of rev sed draw ngs for subsequent app ..val F at acceptance is subject to field test and in ction by The Tukwila F re Prevention Bureau Date e/e/ 99 By Z-- & AUG 10 ioaa 4. 4. Par,71:0 ( 7e! 9V4; /ajaC4 3fizr HANGER LEGEND A - U HOOK COACH SCREW ROD BM " CLAMP W/ \ STRAP EYELET FLUSH SHELL CEILING FLANGE 14 R.. SIDE BEAM BRACKET SHORT CLIP ALL THREAD, ROD' TOGGLE NUT _POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND E LV PLA) rt fITT1 SN 0011 PL, AP LE ITTL400A E 9 E RTHOWLKE ORA CM! 1 IN SPRINKLER LEGEND SPR LER ORIFICE I2E2 D TY E 114 SR 0 - co PRA a SI AU. 43 A R 0 X:t. 266 030 Sge 500 T PE rf 8 1 t/2 /2" APPROVAL ,REOUIRED .,WSR9 CITY OF UKWILA SPRINKLER HEADS USED EL c TYPE ' 41. READ SIZE ORIng 14E4 XMN 01 0 UM TY OL OAT vto OR B E 110 ALL Ot14 SHOWN GENERAL NOTES AL AN E VIPH M UI. SfE0 ON E TE NT E PT SEAS AND SL END AR a Ac stm. t NO PK 7 NO AP BLE ANG Of NOSNO LET AP ABLE Vt TOT VED NSIOW3 OR ANC VA small. El AC 0 Kt 4.11 AMP LET NO I AP WELD AkL, IN LET 13 AP UC LE IN EA s CIE BY A WE ON F Q ) BEPRO 0 ) g R0 40 NO P FITT EAD Wig 0 3 TE vE AU. NO OF LEM BY ,0 rttqs 7 r WOOF 4 9THERs OF SY 0 HERS Al, 0 PmENT ABLE C ANC Pk LE IIt( >0 PR If . Orf DESIGN CRITERIA 1 SEE SHEET 2 OF 5 t PIPE NOTES REVISIONS BY 1044 fr 4 4.4 CONTR CT WI SEGALE BUSINESS PARK 18000 ANDOVER PARK WEST SUITE 206 TUKWII,A WA 98188 206 575 2000 STEVE NELSON REN CT 14 E 981 BUILDING 5goi 6,07 ANDOVER PARK WEST AND SEGALE PARK ()RIVE C TUKWILA WA 981438 FRANK SWANSON 206 575 2558 FAX 206 575 1662 FILE FIRE PROTECTION 2707 70th AveNue EAST TACOMA, WA 98424 PATRIFP099Cr TEL (253) 926 2290 FAX (25.3 922 6150 DESIONER DATE JOB NO Bob Forsber9 JULY 30 1999 fl 0910 SHEET OF 5 F131 4 4.4 4 44 34 4 .441' � � t , -I-,- ,• h a., .. 9-. Y.__-, i OW JOIST SUPPOR wrr MK IT put uP ING AND *wok TCP 4 1 r AUL MD Mit ADS HAI[ BEEN IABRAULICAt1. CA WwwWM PRESSURE PSI vs; AMNO GPM P9 a'& Rls! NODE ) THE ADS NAA[ 1IDRMtC4I. WILK W+wlNl PaESSURE PS*. SYST Moho Gni PSI SASE ISE r r t w • • h TIPICAt WP HOUSE POOR STPUCtUA! BAJOIST SUPPoRRNO we300 MEWS. +149ULA KIN uP ROOFING THE MEADS HMW WIDRMtCAtt CALCULATED-U1Mlp1 PRESSURE SYSIE MMD GIN P4 wet SEP (NODE ) 4 at 1 { t 3-0, 10- • Ibb 1i`r�rcwwrMa IMP Irel rw»rM MON u1•aa�r�ir�rr4,�.Irrry1rr11•1011711 / _ +1 mrri ' • w wwr tt+!�Mlprtwrpp>�p>Ex spr• lMMIEa tOW • 7 PLAN VIEW I f 7 4 SCAM 1/ 6 1 0' d t • SPAN �I ROSS -SHOP DRU, F` HOLE ALL THREAD ROD LEN T HANGER RING PE 1r OD WE DED TO EACH ND (P0 NOTOPPOSE) TRAPEZE HANGER T4 NO SCALE 11O .ABEL, 0 HOC t PE SIZE ' 124 -,r 54'04. "G' SMI •- E 3 Td 'F ROD LEN _ 'C R ,,.,„ w 6' , PLAN VIEW I f 7 4 SCAM 1/ 6 1 0' d t • SPAN �I ROSS -SHOP DRU, F` HOLE ALL THREAD ROD LEN T HANGER RING PE 1r OD WE DED TO EACH ND (P0 NOTOPPOSE) TRAPEZE HANGER T4 NO SCALE 11O .ABEL, 0 HOC t PE SIZE ' . HOLE 0 pTJ d C Dao '8' PPE • • LENGTH "G' SMI 'C' OUN 1ENT SPAN • p 1) PIPE SIZE & SCHEDULE 'E HOLE SU 'F ROD LEN _ 'C R 11 Ott 6' ' 1 t1" 10' cc \ 3 7`r 2r ScH 10 9/ C 3 y1* '� 21 'SCM 10 T2 b' t d it d i 71 2" 5N1 0 9/ 6', 7'" t3 A' I 6' t 0" 10 Q" 7f r ,SC 40 7/ 6.' �" g e', As' •1 Ir• ioQ' Cr Cr - 4"SCH 10"4 /y' r'; d T r 0 -tt T 4" ' ' SC 40 & / 6' ' 9 t� r I J B T APEZE LENGT C SPAN d TOLCO F G 158 / LAG & WASHER TYP CAL "TRUSS D RING HANGER �'-p. NUT & w SHER 1' TR -^- em�srr-� p0 NOT OPPOSE) SHOP DRILL 'E OLE G Ad. THREAD ROD LENG H `F HANGER R NG PIPE 0 W% �'>�9 ROD WELDED TO EACH ENO DO OPPOSE) r TRAPEZE HANGER NO SCALE 1 ' LABEL NO KING PIPE r SIZE A 1101E DIN (IDIT+wO W ) r PE LE OIY CTR C' SPAN ( EQUGR IVALENT SPAN 4 ! PIPE S ZE 4, ', tk SCHEDULE "" HOLE ZE ROD ,, U AT Ott f 8'" 41 0.4' '° 0 3 y1* '� 21 'SCM 10 .9.( s' b' . B TRAPEZE LENGT C SPAN 6 EYEROD / r --�-- I EYE LAG & WASHER I TYP CAL TRUSS ; 3tt ATR ROD COUP NUC & WASHER G NUT & WASHER--+� I Il PIPE 0 W/ -* r 9 ROD WELDED TO EACH E D (DO NOT OPPOSE) SHOP DR LL 'E HOLE -7 'G ALL THREAD ROD- i.ENGTH ' HANGER R NG-ti� 4 TRAPEZE HANGER NO SCALE T 4 $CR . LAB L NO MING . PIPE S ZE HOLE D (RuNPIra OW) 'B IPE LENGTH C' SRAM ~'C° EQUIVALENT S AN 0 ; PIPE SIZE do scHtou "E' . HOtC ' SIZE 'i , ROD- LE 'G . AlR OT'F to 9 9 + 0 Di 0 '° IQ „Er - 1.T} 2r 501 1Q 'k I 9/ I b' T1 $"' 19 ' 0 to 43 S' SCH .... rt9/ if c .1 ( �4 'h TYPICAL TRUS $HOP 0 L 'E' HOU 'F ALL THREAD ROP ENGTH 'G MANGE RING 44 want ROD EAC END (DO NOT OPPOSE) TRAPEZE HANGER T NO SCALE f 4 I A4 } fi SYS # 3 SYS # 1 sYs#2 Csi 411 CO to q 0011 co I OP 1 I. r I (10 00 Csi 9 8 20 (1 (70 8 H CH 11 111- LI 11 III -I dl '11111 H " 10 11111171ii 1H tit iil 11 -11; intif 1,11 H tr_.1 ill Hi 1 1115:41' UK N0. PIPE SIZE HOLE 00.1 PIPE LENGT 'C S AS SPN4 PIPE SIZE 4 %HEW HOLE , SIZE ROD If ' ROO LE T ' WEST RISER DETAIL S AN MOO / EYE Taco Flo o2s a 14 42.,r— NW ASHER i,p,.,.„ 6 Russ „NA, THc.READ ROD RAPEZE HANGER TOF AFT Ilastungton Surveying & Rating PLAN REVIEWED AS NOT SEATTLE WASH AO corm and accepta es ye (DO NO OPPOSE) NO LABE , .610 PE , SIZE A IIQU DIM PP CTH C , , SPAR ,.SPAS C , PIPE SIZE * SCHEDUlt HOLE ZE POO RO LENGTH ba 7 TAMPER SWITCH AND REMOTE READ BYPASS METER 76 2 MUELLER NRS VALVE wit GEM WALL POST INDICATOR 1 1 4 20PCVSDRAilN 2vALTVAIE4.IPER 7T, CH , 5 PRESSURE GAUGE 7 5" STORZ 4 NPT FIRE DEPARTMENT CONNECTION 1 41 9 6" POTTER ELECTRIC BELL. 41 10 AGE 3011 WSPECTORS TEST W,/ PRESSURE RELIEF ON MAIN DRAIN IN WAREHOUSE_ HANGER LEGEND rm U HOOK COACH SCREW ROD BM CLAMP W STRAP STATE CERTIFICATION Level tr -64 SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOG LE NUT POWDER DRIVEN STUD EXPANSION BOLT 1511111111111111111111111111111 FITTING LEGEND LA ND FITT 00 fru g MO AKE AC we° CTU E IN SPRINKLER LEGEND # AMEN NM= MEM IIEEEMIIIUI 6691115 Y TYPE E41.1 EV IN OLIN warm gull tuts 0) Ili APPROVAL REQUIRED CITY OF TUKWILA SPRINKLER HEADS USED 0 1121672111121111 T Ems PEpENDEDE: RAM BRONZE MI ltgi EOM MEM BRONZE 1111111E31113 1113111111EZMIIIIMIUMI BRONZE 111111113 1111111111111111111111111111111111111111111111.1111.1111101111111111 1111111111111111111111111111111111111111111111111111.1111111111111 111111111111111111111111111111111111111111111111111111111111111111111111 REUABLE RELIABLE REL ABLE 888 0 AL CA ON GENERAL NOTES I ALL. lAt. AN tPUIPt4 NT EW NO A& ST fle AP ROVE NS e CE EX AN 01 NS1 RTH AX HALL BE PRO AC OMAN AN LET PLICA8 ON 1 Pr RS OF NAN INC /* ANC WITH MI LET Ile E 0 S 411 AC ROAN w PHI MO PU LE Of' AN ITT NO it wELD 11 OE AC By OTHERS, , ALL OTHERS DESIGN CRITERIA SYSTEM DESIGN ESFR SYSYTEM 75 PSI EHp 12 WAD PipE NOTES ALL WELDED PIPE TO 8E SUPERFLO OR SCH 10 2 ALL THREADED PIPE TO BE ALLIED XL REVISIONS DA PT ON 11111111111111111111111111111111111111111111111111111111111111111111111111111 44 ACT 00T SEGALE }BUSINESS PARK Mg* ANDOVER PARK WEST SUITE 20o (3103641LA WA 98188 g,sw, Tfrg5 ZOO STEVE NELSON PRO COT AM 981 BUILDING, - ANDOVER PARK WEST & SEGALE PARK DRIVE C TUKWILA WA 98188 206 575 2558 FAX 206 575 1662 FIRE PFIOTECTION 2707 70th AVENUE EAST TACOMA WA 98424 / TEL (253) 926 2290' k'AX i,253) 922 6150 FP2 crdp +,d S � T 4 4 ati / 1• I r 1,4 d SYS #7 AFF t 5Y'#d► SYS #4 • a (2 8) 4 14 SYS#5 r RISER LEQ O 1 1 AMES 3000ss DCVA / (2) POTTER OSYSU 1 2 TAMPER SWITCH AND REMOTE READ BYPASS METER 2 MUELLER NRS VALVE W/ GEM WALL POST INDICATOR RCVS 1 2 TAMPER SWITCH 3 POTTER VSR F FLOW SWITCH 4 2" DRAIN VALVE 5 PRESSURE GAUGE 6 4 RELIABLE DG CHECK VALVE, 7 5 STORZ 4 NPT ARE DEPARTMENT CONNECTION 8 2" PIPE STD 9 6' POTTER AN BELL, 10 ACF 3011 INSPECTORS TEST W/ PRESSURE RELIEF ON MAIN DRAIN IN WSHOUSE P p t I, MYDRMILC MOT MK S+S1E 5 7 $1(C1 WK WWWMCA&I. OlallATED WWAIM PRE5SI11E W Mk 519 NMA OW P9 WOE ROE (WOE SYSTEM #5 L..,� .,., .". ,.» W..... SYSTEM #7 f L F B TRAPEZE LENGTH C TOLCO FIG X58 / LAG & WASHER TYP CAL TRUSS p ATR RING HANGER- �` �/-- G NUT & WASHER '� I;~ SHOP DRILL E HOLE G ALL THREAD ROD LENGTH F HANGER RING PIPE D W/ t 9 ROD WELDED TO (DOH NOT APPOSE) L TRAPEZE HANGER NO SCALE jtGR ' LABEL HO HUNG PIPE SIZE , ° A ' HOLE DIM (A ow) 'E PIPEQTY LEN4;T1( C SPAN C SPAIN 'C EQUIVALENT SPAN I 'pE I PIPE SIZE & SCHEDULE HOLE SIZE F ROD LEN 'G' ATR '1 QTY T5 Er 14 I I 1 11l 1(Y=4• 10' CI' 10 Cr 71 23 SCH 10 9/16 6" 3 T2 e 4 r U BOLT 9 1 r SLOT'S IN ANGLE 1 41 3 KWIK BOLT MINIMUM 2t E 6ED (TYP 3 PLACES) 3x3xt ANGLE IRON / 1 FLAT STRAP W2 HANGER f SCALE 3/B i 0 PLAN VIEW att SCALE 1/16" 1 0" k >o T 4 t " )' 8" RING HANGER t 1"-4 1 W/ 1 8 ATR e NUT do WASHER i 44 t i, / 1 71 1 1 3 KWIK BOLT MINIMUM 4" EMBED (TYP 3 PLACES) 3 3 t ANGLE IRON ,I W/ 1 FLAT STRAP HANGER SEALSV2+ as % 'r 4 L,I P 4 TT 'III 'fi Iii 1i IIS � If III, ,I lil y °� � IDI I I ►i �, ill—lit-1n ,iii �,�.��� it��i tll ��, � � � 1�-° ��� �. �� i►I I li I cI I ilii fit Ii►I} I �i I IPsI �t1 VI II ii r r � �1, I 1 t i f �d1 } �� 1 ii, 11, -..i+ r► in } n I� i I I T 1 1H r liis '„ fE- l id ,L11 DIY J11 W Vo MilleI x A MIDDLE RISER DETAIL FP 3 SCALE 116 1 0" SPAN TYPICAL TRUSS 7--Q NUI & WASHER - SHOP DRILL E HOLE ,..,„--G ALL THREAD ROD LENGTH 'F 6.HANGER RING PPE 'D W/ WELDED TOROD EACH END (DO NOT OPPOSE) TRAPEZE HANGER -r NO SCALE HGR LABEL NO HUNG P PE SIZE A HOLE DIM (Timm ow) a PPE LENGTH C SPAN C EOUNALENT SPAN 0 PPE SIZE & SCHEDULE "E HOLE S ZE F ROD LEN . G AIR T1 $" 1 6" 11 0 10' CI' 3 73" 23 SCH 10 9/ 6" , 6" 3 T2 6" 1 6" 0" 10 0' 3 1" 2" SCH 0 9/ 6" ' 7" T3 ` 4 1 6" 11 01 10 0" 3 73" 11 SCH 0 7/16 9 i 14 8" 6 I 11 0" 10 G' 10 0" 4 SCH 10 9/ 6 9 1 112 4" 1 6" 7' 0 6 0" 3 4 11 SCA 0 7/ 6% 9" i B 2 6 EYEROD / " - EYE LAG & WASHER I TYPICAL TRUSS 30 ATR ROD ---^� OUP NUT & WASHER G NUT do WASHER—", PIPE WELDED 0 EACH E (DO NO j� OPPOSE) SHOP DRILL E' HOLE G ALL THREAD ROLL LENGTH F HANGER RING TRAPEZE HANGER NO SCALE 1i� VIM 4 A B 0 E F G H K M N P R S HANGER LEGEND tV HOOK COACH SCREW ROD BM CLAMP W/ STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE T U V w x Y 2 FITTING LEGEND E -O LE LAI ITT OV SNAP PPLE TSN HAP NI x E RTHQ AKE 9 ACC Y E THO AKE B COF IN CINCHES SPRINKLER LEGEND P KLE 0 FIESIZ AN TYPE tl" a T a 0 Q Q 0 T Q /2" a +t OE STATE CERTIFICATION WP T1 ega 65 22 2 35 t /2" /2'' APPROVAL REQUIRED sY SPRINKLER HEADS USED EAD FIW TY HREA 31 RELIABLE H PENDENT 1 t mina ES CH 5H TE P 14 2k BRONZE 16$ RELIABLE FIfR UPRIGHT 2 BRONZE 159 • k. 'roAL 1490 QAUTYC ROI. PETE POFFENBERGER TE 7/30/99 RO D FOR F ON 8 DTE GENERAL NOTES AL1, NA IAL ND Q WENT BE EW AND US D 0 NS NS ARE K cE Pt Its E SNo ( ) I'. Q TO EN EA ALL BE PR OE AC OROANCE WI AM HL 3, AP LICA mow HA RS AN ET NON TO AC DANC WI LET UC ON 0 $ ALL E ACC RDANC Nf AM E NO APPUCA WWI NNO AN O 33 PLI ISL LD ALL E WN ROvro IN RO CT BY WE ST EVENT ALL WI OF LEC IC 0 YES ( EQU ) tQ RO DE vEo R A AN E PR LE 105 OF E E EN ( 0 ) t BE OT ER$ NO OF E EQ ( Q ) E OTHERS DESIGN CRITERIA 1 SYSTEM DESIGN ESFR SYSTEM 75 PSI EHP 12 HEAD CALCULATION PER NFPA 13 5 3.5 PIPE NOTES 1 ALL WELDED PIPE TO BE SUPERFLO OR SCH 10 2 ALL THREADED PIPE TO BE ALLIED XL REVISIONS DA 1 TRACI WITH Washington Surveying & Ratrig fru(tratLE BUSINESS PARK PLAN REVIEWED AS NOTECIVAtt4t),,avERgaltR8K WEST SUITE 200 SEATTLE WASH 2o6,” 2000 STEVE- NELSON 981 BUILDING result I ss till ex st AI 11 ER PARK WEST & SEGALE PARK DRIVE C LABEL NO ' PIPE SIZE HOLE Diu ounpoic com), L. k PPE LENGTH 'C SPAN EQUIVALENT SPAN PIPE SIZE & SCHEDULE HOLE SIZE ROD , UN AIR .0TY TUKWILA WA 98188 ; FRANK SWANSON 206 T T FIRE PROTECTION 2707 70th AVENUE EAST TACOMA WA 98424 TEL (253) 926 2290 rAx (263 922 6150 DESIGNER I lob Forsberg D'AiE JULY' 30 1999 SHEET FPn Lt LI �f r ti 4 4 w r L 1 I A ; i A47 r, 4 1p J t d 44) tA 4 4 4 ri r r 4 fir* 44( f6 4$ 4y1 441 4t W 4 ala .13AST sursporroNo kV OE Nrar 11* w ROOFING An sr a SYSTEM #8 r L 5 9' G k. 4 k Icx russo oux ioov STRuc1uR: IST SUPPORTING PLVWOOO OCCRING 5T HERS INSULATIGN ANG Bud ROOPNO ON uP 4 t 4 'rr L NO SYSTEM #9 r -0 0 M cid .1,n. .r-• { 1 k T I 4, i d f t i l A* �S I x L 4 PLANI'VIEW'9' / .4 , te 44 t$C ' 4 ' d \ { M A' x 'l, Astfi 4 x � gh r i4 li s d 4 1 fi 4, r ,y 14 x 1 'l 4 't 4 ti 4, a 6414 rf I J i tAr . r /0,41/04404704km444940 97444, 46 * 1` 7t' 1 i 0- 0, 4 726 G t I t 44 4 ( 0> f4� r 0 stir 0 rr� S•'f4'4 )s t' r 4 t� 7 14 s4 463I 4, A '4 t 4 44 4 4, 4, 011k � z 7 4 � w r 4'' 447 aA st �r �F 4. 4i G fi 41 A 4, 4 a r k 0 '. AFF- 4i? Al s. 47/ t a re 111 -lit H 411:7111 ,h -2411 ,iii iti 11, o 4 Tit 1_11,-1 "1 -111 \tif'" " I LI t4 J41 40— ilf 1,11 fir 4. 40 44 SPAN IYPICAl, TRUSS G Xi THREAD ROD LENGTH T 614.41411XR RING Plat w/ 4s, 9 ROD EAC14 END (Do NOT OPPOSE) TRODEZE HANGER r NO SCALE 1-406 SIZE 50444440 Ow) tENGTH -SPAN SPAN & SCHEDULE SIZE 'UN. ROD LENGTH a. Ti At 44, 4 i f 11' ‘ti fH 15 101— 11711roiti lAt it' tit Irs EAST RISER DETAIL fr.,.r.s:10. I UI . ii 11'1,,Lii i i 1.1 ittti IP i 'titTih till-illiiitl:1 4111 -ft` l'i ill f,i---)1f I47 -171i7:111 '1171 Hi tft ss 417 4 SCALE 3/16 1 0 SPAN TYPICAL TRUSS 'F NUT & WASHER \SA4-SHOP DRILL 't HOLE, r ALL THREAD ROD LENGTH 'G HANGER RING PIPE D W/ sr ROD WELDED TO EACH END (DO NOT OPPCGE) TRAPEZE HANGER T NO SCALE tA8EL NO PIPE SIZE , A HOLE DIAL PIPE LENGTH 't SPAN C SPAN PIPE SIZE & SCHEDULE HOLE SIZE ROO SIZE ROD LENGTH f rat 01. 4 4. of 4 Al 44.44 4, 4, 4M 14 sr' TAMPER SWITCI-1 AND REMOTE READ BYPASS METER ''' 2 MUELLER NRS VALVE w/ GEM WALL POST INDICATOR PCVS-1 -2 TAMPER SWITCH ' )4 2" DRAIN VALVE. 5 PRESSURE GAUGE. 1 7 5* STORZ 4 NPT FIRE DEPARTMENT CONNECTION ,st 8 2* PIPE STAND 9 6" POTTER ELECTRIC BELL 10 AGF 3011 INSPECTORS TEST W/ PRESSURE RELIEF ON MAIN DRAIN IN WAREHOUSE. SPAN 12 EYEROD TOLCO FIG 825 At 148 F NUT 14 WASHER TYPICAL TRUSS SHOP DRILL HOLE LENGTH sc RAKER RING 4t4 T ROD WELDED TO EACH END (DO NOT OPPOSE) TRAPEZE HANGER T NO SCALE LABEL ' NO PIPE ZE , A HOLE DITA PIPE LENGTH 'C SPAN, -; SPAN 'C' ' PIPE SIZE & SCHEDULE HOLE SIZE ROD SIZE ROO LENGTH 64 4 4 sy 44. 6.494 1 ft 4( 4st HANGER LEGEND A U HOOK COACH SCREW ROD BM CLAMP _WI STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIp ALL THREAD ROD TOGGLE NUT 4 POWDER -DRIVEN STUD EXPANSION BOLT PIPE SPIKE ,4t FITTING LEGEND F PLAIN E 0 FIT FITTING SN " GROOVED SHAPED NIPPLE ni STRUCTURE TO CENTER 044-04 4, LINE Of PIPE TN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES SPRAT 1/2" a 1/2" DRY TYPE .74 itt STATE CERTIFICATION TEMP RAT NG 't 0 165 256 agE 1111DM 500 APPROVAL REQUIRED WSRB CITY Or TUKWILA SPRINKLER HEADS USED SYM 0 TYPE 994E 4) ortincE SIN SIZE HEAD FINISH A ESCUTCH FINISH TEMP art RELIABLE PENDENT BRONZE FIFR UPRIGHT BRONZE 155. 40 TOTAL 78 7 QuAUTY CONTROL BY APPROVED FOR FABRICATION BY PETE POrrENBERGER DATt 7/30/99 DATE GENERAL NOTES 1 ALL MATER AL ANO EQUIPMENT TO SE NEW ANO UL LIVED OR frM APPROVED EARTHOU KE OR CING SHALL. BE PROVIDED 14 ACCORDANCE WITH P N ERs AND mE11400 Of NO TO RE N ACCORDANcE WI 14 FPA P P LET NO 13 APPLICAeLE EDITION 64 JO MO Of IPE NO PT/ NOS THREADED 6 WELDED SHALL 9E, NI ACCORDANCE 7 OWNER TO PROvIDE ADEQUATE HE T IN AREAS PRoTECTED $Y A WET P Pt SPR LER SYSTE TO PREVENT W TER IN PI ES FROM FREEZING. 5. ALL Pi RING OF ELECTRICAL POKES (W REOu RED) -11) SE PROVIDED ay OTHERS BY OTHERS DESIGN CRITERIA 1 SYSTEM DESIGN ESFR SYSTEM 75 PSI EPI4 12 HEAD PIPE NOTES 1 ALL WELDED PIPE TO BE DYNAFLO SQHEDULr 10 2 ALL THREADED PIPE TO BE 4LLIED REVISIONS eV DESCRIPTION 444 I 1.6 s. CONTRACT` WITH SEGALE t BUSINESS PARK 18000 ANDOVER PARK %NEST suaE 200 TUKWILA1 WA sales 206 sn 2000 STt1/2/E NELSON PROJECT NAME Rating BirtinANDOVER PARK WEST & SEGALE PARK DRIVE C TUKWILA WA 981 88 Viatington Surveying PLAN REVIEWED AS NOTED to SEATTLE WAS: b Ly d th t h T T FRAN,'swAmso. 206 4.,64414 Laoi+6.7- 317.9.774,4 14,44.74.4i.141,..46.117 FIRE PROTECTION ''2707 70th AVENUE EAST I TACOMA WA 98424 "1 TEL (253) 926-2290 FAX 4254) p22-6150 DESIGNER , 4108' NO 114 Forst;erg .1ULY 30' 1999 SHEET I FP4 Is 444 444 6,6 41 404 1 14 4 44 I 14 3444 44 4 4A 4 14 4 lar - Art 4 d r 34, K t 3 Ars 1 01 h I r 40: r taat w r e 4 4 4 18 UNDER MEZZ REMOTE AREA 4 THIS 3000 SQ FT AREA HAS BEEN HYDRAULICALLY CALCULATED TO PROVIDE A MINIMUM OF 13 GPM/SQ FT SYSTEM DEMAND 5921 GPM 0 119 0 PSI AT BASE OF RISER (NODE 4) I r 1a 1111' °\ '8-0 j C\ 7-0 I _ N rb- 11 ie.14 .L....Til.............:747:16....... ' 14 4 e i 0 lit ir 8 40 8�01 ,f 6 r.0 1 I I I 1 t 4 ow. owl sommak- 14 12i 0 13-0 10 113 113 osommie - - 14 O \ f 12+-0 0- 0 I -404 111•101•010, INIONIER } ars oI H r 4 $ 4 44 I 4. 0\ 13-0 0\ b 1 1 14. 14 1 60.....\U -U r 1 j-0 nr-1 -4 10-0 O\ 60 °\,9-0 C-1) k4- o\ 411-0 12-0 a 42 T M 1$0 2-0 1; 12r0 •niT k+� 14 12 0 4. 0\ 1) 12-0 14 12-0 ®t , 12-0 12-0 3 ti 4. 0\ 14 0\ if J I kk 3 14 1 �1>� '13T31 I� ®\ \6-0 6-0 1 G "Al % M rt. © 13 3i3 i12-0 ' �. 0\ 12-0 r 12-0 1Z 12,1-0 s 12-0 0\ 140\ 1 14 12-0 ► 12+,0 12-0 40.4 12 0 so 0 tas Srr to .14 sr roa 11 12-0 3 94.70 6-0 6-0 o /o ftlu 6 r0 Pn 800 '; 6-0 --1 TI o\ 4. 0\ 6-0 o\s ii 6-0 crt 113 L4;1 I 32 liNDER MEZZ 0 2-0; a i".". 1 ...... w� I 12,4) 111 (:*4)1 .6-0 , 12-0 1v wA IM.rw I...,- 4. \0 1a 1 '1 1 —0 `• ® (6-0\ 0 12.0 0 14 H 1—* 4T. 14 4' 8r° E � 14 4-° ° 12+-0 eo 12+-0 r4, 14 12 0 o 0 0 43. 0 1 11 10' \0 \0 i e -0 1 12-0 1 rQ 1 I 0 4 IN 4 trk 1 SCAtE 12-0 ! ' 14 112-0 12-0 12-0 41. 11 60 4. 14 41' 6-0\0 6-0 11 itz. 6-0 12—t0 14 14 12- 0 1 1� 12-0 4. 6-0 12-0 ot O kl Parr141/54 or t4 s 4▪ 44 • 444 lit 4,1 Yi it 4 ta trr to rtr rrat rso so 04 t 44 .144 94,794,7 Tor rarrerrosarrisso7rrysTrussortrrrworristtfirarkkkorrorskyrrorkrArrot fir It its t 1 0 30 tt 30' • tr 4,14 TENANT SPACE REMOTE AREA le THIS 3000 SC) FT AREA HAS BEEN HYDRAULICALLY CALCULATED TO PROVIDE A MINIMUM OF 13 GPM/SC) fl SYSTEM DEMAND 738 4 GPM 0 88 4 PSI AT BASE OF RISER (NODE 4) SUPPORTING METAL DECKING &JCONCRETE rrs 1,1 40 ati 440)rORKLIEtt qIRIVERS ore 44 Aro rat 14 at 1 kOk 1/4 ky 4,J okrri,1* or CONTENTIAL MILLS TI iter sra or or rt,442k 14V 4 rrrr O rr 44 4 re cs tlt "4 / (5 4 rto rtr STATE CERTIFICATION Ar A Hs V HANGER LEGEND U HOOK COACH SCREW' IRO() Biol CLAMP W/ EYELET FLUSH SHELL CEILING' FLANGE SIDE BEAM' BRACKET SHORT CLIP ALL THREAD liOD TOGGLE NUT 'POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND r PUUN END FIT FITTING S GROOVED SH RED N PPLE TSN THREADED SHAPED NIPPLE Ass*, 2 WAY EARTHQUAKE BRACE + 4 WAY EARTHQUAKE BRACE STRUCTURE TO CE TER UNE OF PIPE tt4 INCHES SPRINKLER SPRINKLEN ORIFICE SIZES ; AND TYPE LEGEND SPRAY TEMP RAT NO zee SSO DRY TYPE CI 4/2 rol a. in sok CD /2 1/2 APPROVAL REQUIRED WSRS CM OF TUKWItA SPRINKLER HEADS USED SYI4 NANUF MODEL TYPE Tre ettiFIlle FiltrI4 ESI3CNTIN 'Ind', °T1' tout 1 t70 OUAUTY CONTROL PETE POFFENBERGER DATE 7/30/99 *PPR() ED FOR FABRICATION OY DATE GENERAL NOTES AU. TER AL ANO EOUIP ENT TO OE NEW AND VI LISTED OR r APPRO ED 2. PI 0 RANSOM RE CE ER TO CENTER E EPT SE S AND paws o s or A P LET 13 P OLE ED TO & JO I 0 OF PIPE AND FITTINGS writ NFPA PA ET 0 IS 7 Ow ER VO PROVIDE DEOU TE 315-r o PREvE rt TER IL ALL WRING OF ELECTRICAL DE oy OTHERS BY OT ERS T LADED & WELDED SHALL SE IN ACCORDANCE ICES (F REQU RED} TO OE PROVIDED ,a FURRI 0 OF PPE & EQUIPMENT (It REQUIRED) TO OE PROVIDED DESIGN CRITERIA t DENSITY = 13 GPM/5000 SO FT PER WSRB PIPE NOTES ALL SCREWED PIPE TO BE ALLIED XL All WELDED PIPE TO BE ALLIED DYNA—FLOW NO BY REVISIONS DESCR P140 IMONINIMMIN .40110.011.01.0.00.010, CONTRACT WITH SEGALE BUSINESS PARK 18000 ANDOVER PARK IATST SUITE 200 4TUKWILA WA 98188 206 575 2000 STEVE NELSON Washington Surveying & Rating Buten PROJECT NAME PLAN REVIEWED AS NOTED SEATTLE WASH res It I till rt rra /74 d that h d ANDOVER 98i ByILDING PARK WEST & SEGALE PARK DRIVE C r TUKWILA WA t98188 rtr c re FRANK SWANSON 206 msy FIRE PROTECTIONI ,,o,,2TA70c70m7ArviAAVE9N8U,44EAST A TEL (253) 926-2290 FAX (253) 922-6150 FP5 /14 tt oro 044 .4444 rrs 4 IIo EXIST. OFFICE EXIST. OFFICE N- _N 3 • , ~— OFFICE EXIST. OFFICE lin N 1' 1 ^J " 11fFlCE 0- 4 0 14-d xQFFIt -\- 5-01 120- O N 11/4 - E-0 I F4-0 14-0 10-0 OFFICEh� 1�t iN 1 �• `�„ 21_1? int E-0 w (4 0 1i 14-0 10-0 -5-0 NI, PARTIAL FIRST FLOOR PLAN SCALE: 1/8'=1'-0' 'FLEX -HEAD' SCHEDULE QTY. FX – 36" 'FLEX–HEAD' MODEL NUMBER 2036 22 w/ 1/2" OUTLET /— BRANCHLINE t PIPE 0/ --TYPICAL DROP TO BE 1(0-6) U.N.O. w t � " MOUNTINGFLEXHEAD BRACKEDROPT AFF - CEILING TILE 'SPRINKLER HEAD FLEX HEAD DETAIL SCALE: NTS ACCEPTED Wthout Comments Q As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conform2nce with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stenoaras and orolnances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions lb these drawings after his date will void this., acceptance and will require a resubmittal of revised drawings for subsequent ap proval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7-�0 6 By: ( 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 W X Y Z STATE CERTIFICATION SPRINKLER LEGEND 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE N � N � SPRINKLER ORIFICE SIZES AND TYPE 0. a z W 0 Z a wW I - N 0 1 2 5 3 7 1 SPRAY 16 8 16 2 O ®1/2" ® 1" 3 4 17 32 SPRAY ❑ ❑� 3/4" O © 1" 1 2 816 2 SIDEWALL 1 a 1/2" , 1" 1" 1 2 TEMP RATING DRY TYPE (0 STRUCTURE TO CENTER /�� LINE OF PIPE IN INCHES FITTING LEGEND P PIPE -O -LET O 165° 212° Q 286° EgE 350° O 500° z Cr 0 J Z z &a 0d OO 1" O e C, 2Lda 0 0 0 CO I V1 C, Z � zo Wo 0 1/2"(J 1" 1" (c) 1/2" 1" (4 1" 1/2" 1/2" F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE BOTHELL TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY • RELIABLE F1FR RECESSED 1/2 1/2 CHROME CHROME 155 22 TOTAL 22 QUALITY CONTROL BY MARK FROMONG DATE 7-19-06 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 (1-6) 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 & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS VICINITY MAP SCALE: NTS ruKwILA FIRE DEPARTMEAt7 Please call: 575.4407 and give this job No. d6-S'"ILiS and exact address for shuts down or restoration approval, PAID JUL 202006 f\Q/- Tukwika Eire „tit, DESIGN CRITERIA . ORDINARY HAZARD PIPE SCHEDULE PER NFPA 13 i AND TUKWILA FIRE. PIPE NOTES . ALL PIPE TO BE SCH 40. 0 DATE CONTRACT WITH: REVISIONS BY LA PIANTA 981 SEGALE PARK DRIVE C TUKWILA, WA PROJECT NAME: DESCRIPTION BLDG 981 TENANT 2 TI 981 SEGALE PARK DRIVE C TUKWILA, WA BARRY 206-396-2012 2707 70TH AVENUE EAST TACOMA, WA 98424 PATRIFP099CF WWW.PATRI❑TFIRE.0❑M ®patriotfire.com TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE JOB NO. 7-19-06 12-9659 OF 1 FD1 1 J 1 • • / • r•, E r RELOCATE EXISTING LIGHT FIXTURES AND MECH. EQUIPMENT AS REQUIRED FOR NEW OFFICE 7 0 NEW CEILING GRID AND 2X4 LAYIN FLUORESCENT LIGHT FIXTURES 11 - NE CELL NG GRID AND 2X4 FLUORESCE\IT L GHT WIx`tUiS REFLECTED CE LING FLAN 1/811 = 11-011 MECHANICAL AND SPRINKLER CEILING LOCATIONS BY OTHERS. APPROXIMENTLY 2010 S.F. OF NEW CEILING AREA OFFICE AREA AS SHOWN ABOVE 4i `ro PANEL 1-11 1 rrr 22'-10 . 2,' y E N C :"... OFFICE B A3 OFFICE 101 i{7 S I-t-r•\‘17 �., ib OFFICE 102 WM Q ;_'.x;,3 r—=- 102 103 E 4N & ACE 3.13 OFFICE 104 = 1-1- 104 WA V – • 9i 1/e" EXISTING DOOR AND PARTITION TO BE REMCVED MAINTAIN HEADER HEIGHT 12y-: GENERAL OFFICE 105! 6° F 2 .a -.� Vii;„,. .s \N r PARTIAL FLOOR FLAN 1/811''- 11_011 NEW PARTITION EXISTING PARTITION A A3 C\4 CP 1T-4 /i3" ,,,a:, (64 1.4 RiSEP, D;AG-RAM 11 V n nn� OVERALL 5UILD INCA FL4N CCE.TED Without Comments As Noted In Red Per The Attached Letter N•alffams•Mtal These plans have been rej<1 e,,rJe;d by The T+alavila Fire Prevention Bureau for W: t ii e v,;i+h current city standards. Acceptance, !,.!..II: .... ra r nd omissions <hich do oat . ,,+ , , . ;,sof adopted s taria ros and c+i=l+f} rc::: ;iiitjr for the adequacy of ,,o q u;.. inner. Additions, deief,,:::, ,-: .',.,3i drawings after this date will voki Yt)+ - ,., ;,,; - rld 0,i require a • resubmittal of revised Ora,wings for subsequent approval. Fel acceptance is z.,ubject to field test and inspection by The Tukwila Fire Frevenziori urea A. Daae: g 5-0 TUKWILA FIRE DEPARTMEAR Please call: 575.4402 and give this job No. 0 and exact address for shut. down or restoration approval 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 Reinspection Fee and termptiart of the testing. PAID AUG 2 8 2006 Tukwila Fire m )r 4 .in ITP 1y I rooirrearrnffiro "warNtrig,"4".4rlos 'its"' 0'1 fl" +f 3 1 TomeTwitrx leiwt4sn'T'm t 1 °""'°p w r o iwsr 1!"0".t car wM+"r "" 4,"arrt '"trvrti"' 4"' ,r.r.o^c► Mypron, ”m >4 '. HUNG PIPE SIZE ,,,. I„ L 'B' PIPE LENGTH _ 'C' AN 1 - ' D PIPE SI E & SCH DIME ' 1 .'1 s %. , . , _ e` - ! J .i. , ., . h, . _ .' A . 8' , . ,. Y - u -, ,. _ ,., .. . - . i '. .. % - .. .� .. ,. , Y Y a, ... _ /// i I I TZ AAA 6' 11 0 it 60 Q 21. SC 0 / 6' 23' r r 0 i a 1 6' 11-0' 10 d 3' 7r I" §04 40 r T7� A 3 _ 3 _ 3 3 3 3 3 3 3 3 3 3 0 POD T1 3 \ 3 3,� 3 3 fl 3 6- E 9 0 5 Q 5 0,_ ,,,4„ J0-0 0 0 S q 5 0 CONNECTION TO EXISTING OVERHEAD PIPING FOR NEW MEZZANINES BELOW T1 II z 0-A " TI .a. 4-0 T2 SYSTEM #2 I T1 00 00 T M 3 0 1. 0 ( 3) 3% Y� I� f 1 T 3 3 60 40 1•� N T 1 0 3 0 3 I0 3 1 0 3 10 3 10 10 3 (2 C 3 yO r E eaa CV TRAPEZE HANGER i NO SCALE PIPE "DI 9` RQO WELDED TO EAC END. (DO 0 OPPOSE) HCR. LABEL NO. HUNG PIPE SIZE Ha/ 01 Rui+n4G pal 'B' PIPE LENGTH _ 'C' AN 'C EOU ALENT SPAN ' D PIPE SI E & SCH DIME 'E HOLE ' SIZE 'F' R 0 LE ' TR H' LAG BOLT QTY 8' 1 8' 114' 10 Cr 3 73' 2r SCH 10 9/ 6' ' 23 I I TZ 7 6' 11 0 i a 0' 3 73' 21. SC 0 / 6' 23' I 4 4' ' 1 6' 11-0' 10 d 3' 7r I" §04 40 7/16' ;( i i T 8" 5 C 1-d 10' if 0 d SCH 10 9/16' 25" 3 3 T 2 4' 16. ; T 0' 6 d 3 4" " 1I" SCH 40 7/16" 2801 3 1 T15 4' 1 6' ' d 1; If 3' 4' 3' 'SCH 40 / 6' ` 80 3 3 k A 8 PLAN VIEW TRAPEZE LENGTH C SPAN TOLCO FIG ,#58 / 3 LAG & WASHER TYPICAL TRUSS r ATR 0 RING HANGER f-- G NUT & WASHER SHOP DRILL E HOLE G ALL THREAD ROD LENGTH 'f HANGER RING PIPE D W/ r 9 ROD WELDED TO EACH END (DO NOT OPPOSE) TRAPEZE HANGER NO SCALE HG , LABEL NO UNG PIPE SIZE HALE DIIJ - (won c t ) 8 PE LE G 9 'C SPAN ' G EQUIVALENT SPAN 0 PPE SIZE SCHEDULE E OLE ' SI E ROD LE , G TR QTY T5 8" 1 10 0'4 3173' 2 SCH 9/16' r I 7 Y5A TO BE HU G WITH 23 RING & h6' EYE RW / i EYE ,FRO JOIST NAILER 4,441 SCALE 3/32' 1 0" A 'TRAPEZE LENGTH SPAN EYE LAG * WASHER I TYPICAL TRUSS ATR ROD —^o'- I COUP NUT & WASHER I G NUT & WASHER PIPE W/ WELDED TO EACH END (DO NOT OPPOSE) SHOP DRILL E HOLE -1 G ALL THREAD ROD—N.. LENGTH F HANGER RING -N. TRAPEZE HANGER 4 NO SCALE (4 LABEL NO PE ' SIZE HOLE D Ammo 0140 PIPE LENGTH . C' S AN ECU ALERT S AN & SC EDULE, tE SIZE RO LEN ATR Olt 10r 0 4r ro • SLOTS IN ANGLE \ LIM i 31 KW BOLT MINIMUM a EMBED OW 3 PLACES) 3 34 ANGLE IMN / 3x34 ANGLE sTiFFNER W41 HANGER SCALE 3" 1 0 SPAN OLC IG 825 & SHOP DRILI. E HOLE LENGTH G PE R6D HANGER RI EUX0 TO EAC (DO NOT oP 0sE) TRAPEZE HANGER "r NO SCALE f(011 ‘1I140,4141 /IT If *rep WoluIerr"# t7"69,11 4,440. AL•A'APIA,A co co 03 90.1 AFF - UBEL NO PIPE SIZE OLE DIM PIPE LERCH C SPAN C SPAN PE SIZE SCHEDULE HOLE SIZE ROD SZE D LE GT 1 10r ro • 1 alt ta CL CL Ci (9 WEST RISER DETAIL SPAN TOLCO IG 825 tt WASHER TYPICAL TR ss6 LE ALLTNGREAD RO d' ROO HANGER R NG WELDED TO (DO NO PPOSE) TiRAPEZE HANGER r NO SCALE LABEL NO PE SIZE LE 0 PIPE LE G C SPAN SPAN 'C' PIPE SIZ & SCHEDULE HOLE SIZE RoD SIZE ROD MGT ro • Y 1r TAMPER SWITCH AND REMOTE READ BYPASS MEITR4, 2 MUELLER NRS VALVE w/ GEM WALL POST INDICATOR PCVS 1 2 TAMPER SWITCH 3e POTTER VSR F FLOW SWITCH 1 )1/4, 6 4 RELIABLE DG CHECK VALVE. 7 5* STORZ x 4 NPT 45' FIRE. DEPARTMENT CONNECTION 9 6" POTTER ELECTRIC BELL. 10 AGF 3011 INSPECTORS TEST W/ PRESSURE REUEF ON MAIN DRAIN IN WAREHOUSE. 1 i EXISTING OVERHEAD PIPING FOKREFERENCE ONLY HANGER LEGEND U HOOK COACH SCREW ROD BM CLAMP WI/ STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN- STUD EXPANSION BOLT - PIPE SPIKE FITTING LEGEND LET 1 LAJ DI& ft FEET* 00 APE LE TH ADE AP PL SPRINKLER LEGEND AND TYPE 1 0 cri 0 DRY XYPE STATE CERTIFICATION 1021 APPROVAL REQUIRED WSREI CITY OF TUKW LA SPRINKLER HEADS USED ANU L TYPE THREAD Sat ORIFICE HEAD rims SC TCH 194 YE 06 RELIABtE PENDENT 14 2Ic BRONZE ROME f1FR PENDENT BRONZE REUABLE FIER UPRIGHT 18 a. VIAL 344 ALIT NT OL PETEPOFFENBERGER TE 7/30/99 , Ro CA TE TE IAL EN HOWN Tai JO Am LET NO LET LL AMP ET OTHERS vE GENERAL NOTES NT 0 t AN 14TE NT FtS AN ME NO ANC WI ALL LE AHOINO ABLE AN PHLE AP n7 WELD AU. PUC Tt EA AR TE WET OM LE AL LE ON 0 HERS DE OTHERS LE DESIGN CRITERIA 1 SYSTEM DESIGN ESFR SYSYTEM 75 PSI EHP 12 HEAD CALCULATION PER NFPA 13 5 3 5 PIPE NOTES 1 ALL WELDED PIPE TO 8E SUPERFLO OR SCH 10 2 ALL THREADED PIPE TO GE ALUED XL REVISIONS NO DA DES ON SEGALE BUSINESS PARK 18000 ANDOVER PARK WEST SUITE 200 TUKWILA WA 98188 206 575 2000 STEVE NELSON 681 BUILDING ANDOVER PARK WEST & SEGALE PARK DRivr TUKWILA WA 98188 FRANK SWANSON 206 575 2558 FAX 206 575 1662 FIRE PROTECTION 2707 70th AVENUE EAST TEL (253) 926 2290 TACOMA WA 98424 FAX (253) 922 6150 DESIGNER • Bob Fontberg aPr SHEET DATE JOB NO JULY- 30 1999 11 091.0 2a OF 5 FP2a 1,4 it A