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. apw- 603z AFP SYSTEMS, INC. 19435 S.W. 129 AVENUE TUALATIN, OREGON 97062 (503) 692-9284 HYDRAULIC CALCULATIONS FOR CREEKVIEW BUSINESS PARK f lg6-7(1-54-75- BUILDING A n� P ��, /0 3 22 S.W. 74 AVENUE -' TIGARD, OREGON 8 -14 -98 -- DESIGN DATA- - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP II WET SYSTEM DENSITY: .222 gpm/sq.ft. AREA OF APPLICATION: 2000 sq. ft. COVERAGE PER SPRINKLER: 100.0 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 20 heads TOTAL SPRINKLER WATER FLOW REQUIRED: 498.3 gpm TOTAL WATER REQUIRED (include hose) : 748.3 gpm FLOW & PRESSURE (at the base of riser) : 598.3 gpm @ 92.5 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF DESIGNER: J. Bayne /M. S. Aldridge AUTHORITY HAVING JURISDICTION: City of Tigard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/14/1998 CREEKA.SDF JOB TITLE: CREEKVIEW BLDG A .222/2000 20 HEADS 6 /LINE K =8.0 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 11 110.0 104.0 2599.0 109.4 748.3 97.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 748.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 498.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 19.3 K= 8.00 8.2 22.9 102 19.3 K= 8.00 8.5 23.3 103 19.3 K= 8.00 9.3 24.4 104 19.3 K= 8.00 10.9 26.5 105 19.3 K= 8.00 13.8 29.8 106 19.3 K= 8.00 18.5 34.4 106A 19.3 - - - - 25.7 - - - 107 19.3 K= 8.00 7.7 22.2 108 19.3 K= 8.00 7.7 22.2 109 19.3 K= 8.00 7.8 22.4 110 19.3 K= 8.00 8.3 23.1 111 19.3 K= 8.00 9.5 24.7 112 19.3 K= 8.00 11.7 27.4 112A 19.3 - - - - 15.3 - - - 113 19.3 K= 8.00 7.8 22.4 114 19.3 K= 8.00 7.8 22.3 115 19.3 K= 8.00 7.9 22.5 116 19.3 K= 8.00 8.5 23.3 117 19.3 K= 8.00 9.8 25.0 118 19.3 K= 8.00 12.1 27.8 118A 19.3 - - - - 15.9 - - - 119 19.3 K= 8.00 9.7 24.9 120 19.3 K= 8.00 11.3 26.9 120A 19.3 - - - - 14.1 - - - 1 17.3 - - - - 9.0 - - - 1A 19.3 - - - - 31.5 - - - 1B 19.3 - - - - 46.2 - - - 2 17.3 - - - - 49.7 - - - 2A 17.3 - - - - 49.8 - - - 2B 17.3 - - - - 50.2 - - - 3 17.3 - - - - 9.0 - - - 4 17.3 - - - - 51.9 - - - 4A 17.3 - - - - 60.0 - - - 4B 17.3 - - - - 75.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 08/14/1998 CREEKA.SDF JOB TITLE: CREEKVIEW BLDG A .222/2000 20 HEADS 6 /LINE K =8.0 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 4C 1.0 HOSE pTREAM 92.5 100.0 5 17.3 - - - - 9.1 - - - 6 17.3 - - - - 54.4 - - - 7 17.3 - - - - 9.3 - - - 8 17.3 - - - - 53.7 - - - 9 -4.0 - - - - 95.0 - - - 10 -4.0 - - - - 100.0 - - - 11 1.0 SOURCE 97.9 598.3 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 08/14/1998 CREEKA.SDF JOB TITLE: CREEKVIEW BLDG A .222/2000 20 HEADS 6 /LINE K =8.0 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 -4.8 1.650 PL 5.00 PF 0.0 1 17.3 0.0 9.0 0.0 0.7 120 FTG ET PE -0.9 101 19.3 8.0 8.2 22.9 0.001 TL 18.52 PV 0.0 Pipe: 2 -27.7 1.650 PL 10.00 PF 0.3 101 19.3 8.0 8.2 22.9 4.2 120 FTG - - -- PE 0.0 102 19.3 8.0 8.5 23.3 0.026 TL 10.00 PV 0.1 Pipe: 3 -51.0 1.650 PL 10.00 PF 0.8 102 19.3 8.0 8.5 23.3 7.6 120 FTG - - -- PE 0.0 103 19.3 8.0 9.3 24.4 0.081 TL 10.00 PV 0.4 Pipe: 4 -75.3 1.650 PL 10.00 PF 1.7 103 19.3 8.0 9.3 24.4 11.3 120 FTG - - -- PE 0.0 104 19.3 8.0 10.9 26.5 0.167 TL 10.00 PV 0.9 Pipe: 5 -101.8 1.650 PL 10.00 PF 2.9 104 19.3 8.0 10.9 26.5 15.3, 120 FTG - - -- PE 0.0 105 19.3 8.0 13.8 29.8 0.291 TL 10.00 PV 1.6 Pipe: 6 -131.5 1.650 PL 10.00 PF 4.7 105 19.3 8.0 13.8 29.8 19.7 120 FTG - - -- PE 0.0 106 19.3 8.0 18.5 34.4 0.467 TL 10.00 PV 2.6 Pipe: 7 -166.0 1.650 PL 10.00 PF 7.2 106 19.3 8.0 18.5 34.4 24.9 120 FTG - - -- PE 0.0 106A 19.3 0.0 25.7 0.0 0.719 TL 10.00 PV 4.2 Pipe: 8 -166.0 1.650 PL 8.00 PF 5.7 106A 19.3 0.0 25.7 0.0 24.9 120 FTG - - -- PE 0.0 1A 19.3 0.0 31.5 0.0 0.719 TL 8.00 PV 4.2 Pipe: 8A -82.6 1.650 PL 77.00 PF 17.9 1A 19.3 0.0 31.5 0.0 12.4 120 FTG ET PE 0.9 2B 17.3 0.0 50.2 0.0 0.198 TL 90.52 PV 1.0 Pipe: 9 -83.3 1.650 PL 60.00 PF 14.8 1A 19.3 0.0 31.5 0.0 12.5 120 FTG ET PE 0.0 1B 19.3 0.0 46.2 0.0 0.201 TL 73.52 PV 1.1 Pipe: 9A -45.6 1.650 PL 27.00 PF 2.7 1B 19.3 0.0 46.2 0.0 6.8 120 FTG ET PE 0.9 2A 17.3 0.0 49.8 0.0 0.066 TL 40.52 PV 0.3 Pipe: 10 -37.8 1.650 PL 37.00 PF 2.6 1B 19.3 0.0 46.2 0.0 5.7 120 FTG 2ET PE 0.9 2 17.3 0.0 49.7 0.0 0.046 TL 55.03 PV 0.2 Pipe: 11 4.8 2.227 PL 10.00 PF 0.0 1 17.3 0.0 9.0 0.0 0.4 120 FTG - - -- PE 0.0 3 17.3 0.0 9.0 0.0 0.000 TL 10.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 08/14/1998 CREEKA.SDF JOB TITLE: CREEKVIEW BLDG A .222/2000 20 HEADS 6 /LINE K =8.0 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: 12 -37.8 2.227 PL 10.00 PF 0.1 2 17.3 0.0 49.7 0.0 3.1 120 FTG - - -- PE 0.0 2A 17.3 0.0 49.8 0.0 0.011 TL 10.00 PV 0.1 Pipe: 12A -83.3 2.227 PL 10.00 PF 0.5 2A 17.3 0.0 49.8 0.0 6.9 120 FTG - - -- PE 0.0 2B 17.3 0.0 50.2 0.0 0.047 TL 10.00 PV 0.3 Pipe: 13 -166.0 2.227 PL 10.00 PF 1.7 2B 17.3 0.0 50.2 0.0 13.7 120 FTG - - -- PE 0.0 4 17.3 0.0 51.9 0.0 0.167 TL 10.00 PV 1.3 Pipe: 14 27.2 1.650 PL 5.00 PF 0.5 3 17.3 0.0 9.0 0.0 4.1 120 FTG ET PE -0.9 107 19.3 8.0 7.7 22.2 0.025 TL 18.52 PV 0.1 Pipe: 15 5.0 1.650 PL 10.00 PF 0.0 107 19.3 8.0 7.7 22.2 0.7 120 FTG - - -- PE 0.0 108 19.3 8.0 7.7 22.2 0.001 TL 10.00 PV 0.0 Pipe: 16 -17.2 1.650 PL 10.00 PF 0.1 108 19.3 8.0 7.7 22.2 2.6 120 FTG - - -- PE 0.0 109 19.3 8.0 7.8 22.4 0.011 TL 10.00 PV 0.0 Pipe: 17 -39.6 1.650 PL 10.00 PF 0.5 109 19.3 8.0 7.8 22.4 5.9 120 FTG - - -- PE 0.0 110 19.3 8.0 8.3 23.1 0.051 TL 10.00 PV 0.2 Pipe: 18 -62.6 1.650 PL 10.00 PF 1.2 110 19.3 8.0 8.3 23.1 9.4 120 FTG - - -- PE 0.0 111 19.3 8.0 9.5 24.7 0.118 TL 10.00 PV 0.6 Pipe: 19 -87.3 1.650 PL 10.00 PF 2.2 111 19.3 8.0 9.5 24.7 13.1 120 FTG - - -- PE 0.0 112 19.3 8.0 11.7 27.4 0.219 TL 10.00 PV 1.2 Pipe: 20 -114.7 1.650 PL 10.00 PF 3.6 112 19.3 8.0 11.7 27.4 17.2 120 FTG - - -- PE 0.0 112A 19.3 0.0 15.3 0.0 0.362 TL 10.00 PV 2.0 Pipe: 21 -114.7 1.650 PL 85.00 PF 35.7 112A 19.3 0.0 15.3 0.0 17.2 120 FTG ET PE 0.9 4 17.3 0.0 51.9 0.0 0.362 TL 98.52 PV 2.0 Pipe: 22 -22.4 2.227 PL 10.00 PF 0.0 3 17.3 0.0 9.0 0.0 1.8 120 FTG - - -- PE 0.0 5 17.3 0.0 9.1 0.0 0.004 TL 10.00 PV 0.0 Pipe: 23 -280.6 2.227 PL 4.00 PF 8.1 4 17.3 0.0 51.9 0.0 23.1 120 FTG T PE 0.0 4A 17.3 0.0 60.0 0.0 0.441 TL 18.38 PV 3.6 . . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 08/14/1998 CREEKA.SDF JOB TITLE: CREEKVIEW BLDG A .222/2000 20 HEADS 6 /LINE K =8.0 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: 24 217.6 2.227 PL 6.00 PF 5.6 4A 17.3 0.0 60.0 0.0 17.9 120 FTG T PE 0.0 6 17.3 0.0 54.4 0.0 0.275 TL 20.38 PV 2.2 Pipe: 25 25.5 1.650 PL 5.00 PF 0.4 5 17.3 0.0 9.1 0.0 3.8 120 FTG ET PE -0.9 113 19.3 8.0 7.8 22.4 0.022 TL 18.52 PV 0.1 Pipe: 26 3.1 1.650 PL 10.00 PF 0.0 113 19.3 8.0 7.8 22.4 0.5 120 FTG - - -- PE 0.0 114 19.3 8.0 7.8 22.3 0.000 TL 10.00 PV 0.0 Pipe: 27 -19.2 1.650 PL 10.00 PF 0.1 114 19.3 8.0 7.8 22.3 2.9 120 FTG - - -- PE 0.0 115 19.3 8.0 7.9 22.5 0.013 TL 10.00 PV 0.1 Pipe: 28 -41.8 1.650 PL 10.00 PF 0.6 115 19.3 8.0 7.9 22.5 6.3 120 FTG - - -- PE 0.0 116 19.3 8.0 8.5 23.3 0.056 TL 10.00 PV 0.3 Pipe: 29 -65.1 1.650 PL 10.00 PF 1.3 116 19.3 8.0 8.5 23.3 9.8 120 FTG - - -- PE 0.0 117 19.3 8.0 9.8 25.0 0.127 TL 10.00 PV 0.6 Pipe: 30 -90.1 1.650 PL 10.00 PF 2.3 117 19.3 8.0 9.8 25.0 13.5 120 FTG - - -- PE 0.0 118 19.3 8.0 12.1 27.8 0.232 TL 10.00 PV 1.2 Pipe: 31 -117.9 1.650 PL 10.00 PF 3.8 118 19.3 8.0 12.1 27.8 17.7 120 FTG - - -- PE 0.0 118A 19.3 0.0 15.9 0.0 0.382 TL 10.00 PV 2.1 Pipe: 32 -117.9 1.650 PL 85.00 PF 37.6 118A 19.3 0.0 15.9 0.0 17.7 120 FTG ET PE 0.9 6 17.3 0.0 54.4 0.0 0.382 TL 98.52 PV 2.1 Pipe: 33 -47.9 2.227 PL 10.00 PF 0.2 5 17.3 0.0 9.1 0.0 3.9 120 FTG - - -- PE 0.0 7 17.3 0.0 9.3 0.0 0.017 TL 10.00 PV 0.1 Pipe: 34 99.7 2.227 PL 10.00 PF 0.6 6 17.3 0.0 54.4 0.0 8.2 120 FTG - - -- PE 0.0 8 17.3 0.0 53.7 0.0 0.065 TL 10.00 PV 0.5 Pipe: 35 -47.9 1.650 PL 5.00 PF 1.3 7 17.3 0.0 9.3 0.0 7.2 120 FTG ET PE -0.9 119 19.3 8.0 9.7 24.9 0.072 TL 18.52 PV 0.3 Pipe: 36 -72.8 1.650 PL 10.00 PF 1.6 119 19.3 8.0 9.7 24.9 10.9 120 FTG - - -- PE 0.0 120 19.3 8.0 11.3 26.9 0.157 TL 10.00 PV 0.8 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 08/14/1998 CREEKA.SDF JOB TITLE: CREEKVIEW BLDG A .222/2000 20 HEADS 6 /LINE K =8.0 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: 37 -99.7 1.650 PL 10.00 PF 2.8 120 19.3 8.0 11.3 26.9 15.0 120 FTG - - -- PE 0.0 120A 19.3 0.0 14.1 0.0 0.280 TL 10.00 PV 1.5 Pipe: 38 -99.7 1.650 PL 125.00 PF 38.8 120A 19.3 0.0 14.1 0.0 15.0 120 FTG ET PE 0.9 8 17.3 0.0 53.7 0.0 0.280 TL 138.52 PV 1.5 Pipe: 39 -498.2 2.630 PL 22.00 PF 15.6 4A 17.3 0.0 60.0 0.0 29.4 120 FTG L PE 0.0 4B 17.3 0.0 75.6 0.0 0.567 TL 27.44 PV 5.8 Pipe: 40 -498.2 2.630 PL 16.00 PF 9.8 4B 17.3 0.0 75.6 0.0 29.4 120 FTG G PE 7.1 4C 1.0 H.S. 92.5 100.0 0.567 TL 17.36 PV 5.8 Pipe: 41 -598.2 8.249 PL 90.00 PF 0.3 4C 1.0 H.S. 92.5 100.0 3.6 140 FTG 2E PE 2.2 9 -4.0 0.0 95.0 0.0 0.002 TL 143.20 PV 0.1 Pipe: 42 FIXED PRESSURE LOSS DEVICE 10 -4.0 0.0 100.0 0.0 5.0 psi, 598.2 gpm 9 -4.0 0.0 95.0 0.0 Pipe: 43 -598.3 8.249 PL 15.00 PF 0.2 10 -4.0 0.0 100.0 0.0 3.6 140 FTG T PE -2.2 11 1.0 SRCE 97.9 (N /A) 0.002 TL 66.87 PV 0.1 NOTES: (1) Calculations were performed by the HASS 6.3.0 computer program under license no. 816D986 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 0.122 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 29.4 ft /sec at pipe 40. • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 08/14/1998 CREEKA.SDF JOB TITLE: CREEKVIEW BLDG A .222/2000 20 HEADS 6 /LINE K =8.0 (4) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: A MATERIAL: S40 -TW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEl ChkVl BfyVl GatVl AlmCk DPV1v N NPTee 8.249 20.00 39.00 15.00 50.00 13.00 4.00 39.00 30.00 39.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v N NPTee 1.650 4.51 9.02 2.25 10.14 6.76 1.13 11.27 11.27 9.02 2.227 7.19 14.38 4.31 15.82 8.63 1.44 14.38 14.38 14.38 2.630 8.16 16.32 5.44 19.04 9.52 1.36 13.60 13.60 16.32