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Home My WebLink About5126 WHITMAN WAY; ; AS030082; Permit8/25/2020 AS030082 Permit Data City of Carlsbad Sprinkler Permit Job Address: 5126 WHITMAN WY Permit Type: SPRINK Parcel No: 2081860600 Lot #: 0 Reference No.: Permit No: AS030082 Status: ISSUED Applied 5/16/2003 Approved: 8/26/2003 Issued: 8/26/2003 PC #: Inspector: Project Title: ARCHSTONE APTS. BLDG. 5 Six fire sprinkler inspections Applicant: Owner: ARCHSTONE-SMITH OPERATING TRUST 217 TECHNOLOGY DR #210 IRVINE CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 300 0 300 0 -I 1/1 - Date kSooc— By / 1 S. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date( 4/03/2003 JOB TITLE: KELLY RANCH Page 1 (M AUTOMATIC FIRE SPRINKLERS, INC. - - 7272 MARS DRIVE HUNTINGTON BEACH, CA 92647 Protection Design & Consulting HYDRAULIC CALCULATIONS Excçptions Lt With. Comments FOR KELLY RANCH BUILDING #5 TYPE 1 CARRIAGE REMOTE AREA # 1 -DESIGN DATA - OCCUPANCY CLASSIFICATION : RESIDENTIAL DENSITY : 0.07 gpm/sq. ft. AREA OF APPLICATION: UNIT COVERAGE PER SPRINKLER : 196 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 TOTAL SPRINKLER WATER FLOW REQUIRED: 58.4 gpm TOTAL WATER REQUIRED (including Hose): 158.4 gpm FLOW & PRESSURE (at Base of Riser) : 58 gpm @ 69.8 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: K. KERN AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD '2 0 0 I? SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 4/03/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA - CARRIAGE REMOTE AREA # 1 SOURCE STATIC RESID FLOW AVAIL TOTAL REQTD NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 115.0 105.0 1635.0 112.9 158.4 73.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 158.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM TOTAL HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 58.4 GPM NODE ANALYSIS DATA - REMOTE AREA # 1 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 19.7 - - - - 7.2 - - - is 19.2 K= 4.90 7.0 13.0 2 19.7 - - - - 8.4 - - - 2S 19.2 K= 4.90 8.3 14.1 3 19.7 - - - - 9.8 - - - 3S 19.2 K= 4.90 9.5 15.1 4 19.7 - - - - 11.0 - - - 4S 17.9 K= 4.90 11.0 16.3 6 9.6 - - - - 53.1 - - - 8 9.6 - - - - 53.2 - - - 12 8.5 - - - - 53.7 - - - 13 8.5 - - - - 53.6 - - - 14 8.5 - - - - 53.5 - - - 15 8.5 - - - - 53.3 - - - 16 8.5 - - - - 56.4 - - - 17 9.6 - - - - 49.1 - - - 18 8.5 - - - - 54.0 - - - 19 19.7 - - - - 32.0 - - - 20 19.7 - - - - 20.0 - - - 21 8.5 - - - - 53.8 - - - Al 8.5 - - - - 57.1 - - - W 8.5 TOP OF RISER 57.8 58.4 Nodes with "S indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S' is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 4/03/2003 JOB TITLE: KELLY RANCH PIPE DATA - CARRIAGE REMOTE AREA # 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (PT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -13.0 0.874 PL 0.50 PF 0.4 is 19.2 4.9 7.0 13.0 7.0 150 FTG E PE -0.2 1 19.7 0.0 7.2 0.0 0.094 TL 4.50 PV 0.0 Pipe: 2 13.0 0.874 PL 12.22 PF 1.2 1 19.7 0.0 7.2 0.0 7.0 150 FTG Z PE 0.0 2 19.7 0.0 8.4 0.0 0.094 TL 13.22 PV 0.0 Pipe: 3 -14.1 0.874 PL 0.50 PF 0.4 2S 19.2 4.9 8.3 14.1 7.6 150 FTG T PE -0.2 2 19.7 0.0 8.4 0.0 0.367 TL 3.50 PV 0.0 Pipe: 4 27.1 0.874 PL 22.48 PF 11.5 2 19.7 0.0 8.4 0.0 14.6 150 FTG 2T+3Z PE 0.0 20 19.7 0.0 20.0 0.0 0.367 TL 31.48 PV 0.0 Pipe: 5 -15.1 0.874 PL 0.50 PF 0.6 3S 19.2 4.9 9.5 15.1 8.1 150 FTG E PE -0.2 3 19.7 0.0 9.8 0.0 0.124 TL 4.50 PV 0.0 Pipe: 6 15.1 0.874 PL 8.25 PF 1.1 3 19.7 0.0 9.8 0.0 8.1 150 FTG Z PE 0.0 4 19.7 0.0 11.0 0.0 0.124 TL 9.25 PV 0.0 Pipe: 7 -16.3 0.874 PL 1.75 PF 0.7 4S 17.9 4.9 11.0 16.3 8.8 150 FTG T PE -0.8 4 19.7 0.0 11.0 0.0 0.481 TL 4.75 PV 0.0 Pipe: 8 31.4 0.874 PL 13.75 PF 9.0 4 19.7 0.0 11.0 0.0 16.9 150 FTG 6Z PE 0.0 20 19.7 0.0 20.0 0.0 0.481 TL 18.75 PV 0.0 Pipe: 9 4.8 1.101 PL 10.50 P8' 0.1 6 9.6 0.0 53.1 0.0 1.6 150 FTG Z PE 0.0 8 9.6 0.0 53.2 0.0 0.005 TL 11.50 PV 0.0 Pipe: 10 4.8 1.101 PL 5.54 P8' 0.1 14 8.5 0.0 53.5 0.0 1.6 150 FTG E+T+Z PE -0.5 6 9.6 0.0 53.1 0.0 0.005 TL 16.54 PV 0.0 Pipe: 11 4.8 1.101 PL 15.96 PF 0.1 8 9.6 0.0 53.2 0.0 1.6 150 FTG E+T+Z PE 0.5 21 8.5 0.0 53.8 0.0 0.005 TL 26.96 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 4/03/2003 JOB TITLE: KELLY RANCH PIPE DATA - CARRIAGE REMOTE AREA # 1 (cant.) 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 4.1 1.101 PL 10.50 PF 0.0 13 8.5 0.0 53.6 0.0 1.4 150 FTG Z PE 0.0 12 8.5 0.0 53.7 0.0 0.004 TL 11.50 PV 0.0 Pipe: 13 4.1 1.101 PL 29.46 PF 0.1 12 8.5 0.0 53.7 0.0 1.4 150 FTG E+2Z PE 0.0 21 8.5 0.0 53.8 0.0 0.004 TL 36.46 PV 0.0 Pipe: 14 4.1 1.101 PL 19.04 PF 0.1 14 8.5 0.0 53.5 0.0 1.4 150 FTG E+2Z PE 0.0 13 8.5 0.0 53.6 0.0 0.004 TL 26.04 PV 0.0 Pipe: 15 9.0 1.101 PL 10.83 PF 0.2 15 8.5 0.0 53.3 0.0 3.1 150 FTG T PE 0.0 14 8.5 0.0 53.5 0.0 0.015 TL 15.83 PV 0.0 Pipe: 16 25.9 1.101 PL 21.75 PF 3.7 17 9.6 0.0 49.1 0.0 8.8 150 FTGE+T+2Z PE 0.5 15 8.5 0.0 53.3 0.0 0.110 TL 33.75 PV 0.0 Pipe: 17 16.9 1.101 PL 44.42 PF 3.1 15 8.5 0.0 53.3 0.0 5.8 150 FTG * PE 0.0 16 8.5 0.0 56.4 0.0 0.050 TL 62.42 PV 0.0 * Fitting Equivalent Lengths = 18.0 2E+T+3Z Pipe: 18 16.9 1.101 PL 8.63 PF 0.7 16 8.5 0.0 56.4 0.0 5.8 150 FTG T PE 0.0 Al 8.5 0.0 57.1 0.0 0.050 TL 14.63 PV 0.0 Pipe: 19 58.4 1.101 PL 15.79 PF 12.8 19 19.7 0.0 32.0 0.0 19.9 150 FTG E-i-T PE 4.4 17 9.6 0.0 49.1 0.0 0.494 TL 25.79 PV 0.0 Pipe: 20 32.5 1.101 PL 10.25 PF 4.4 17 9.6 0.0 49.1 0.0 11.1 150 FTGE+2T+Z PE 0.5 18 8.5 0.0 54.0 0.0 0.168 TL 26.25 PV 0.0 Pipe: 21 41.5 1.101 PL 5.96 PF 3.1 18 8.5 0.0 54.0 0.0 14.1 150 FTG T PE 0.0 Al 8.5 0.0 57.1 0.0 0.263 TL 11.96 PV 0.0 Pipe: 22 9.0 1.101 PL 10.83 PF 0.2 21 8.5 0.0 53.8 0.0 3.1 150 FTG Z PE 0.0 18 8.5 0.0 54.0 0.0 0.015 TL 11.83 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 4/03/2003 JOB TITLE: KELLY RANCH PIPE DATA - CARRIAGE REMOTE AREA # 1 (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: 23 58.4 0.874 PL 2.88 PF 12.0 20 19.7 0.0 20.0 0.0 31.5 150 FTG T+Z PE 0.0 19 19.7 0.0 32.0 0.0 1.522 TL 7.88 PV 0.0 Pipe: 24 58.4 1.394 PL 2.50 PF 0.7 Al 8.5 0.0 57.1 0.0 12.4 150 FTG E PE 0.0 W 8.5 0.0 57.8 0.0 0.157 TL 4.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 4/03/2003 JOB TITLE: KELLY RANCH CARRIAGE REMOTE AREA # 1 CARRIAGE REMOTE AREA # 2 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 58 57.8 psi Elevation Change 861 3•7 1 Pipe 1-1/4" PVx15 CSC CSC 9' 150 1.394 58 1.3 1 1-1/4" Thrd Butterfly Valve Milwauk 2' 120 1.380 58 0.4 1 1-1/4" Thrd Check Valve CSC "F18" 71 120 1.380 58 1.7 2 1-1/4" CPVC 90 Ell 12' 120 1.380 58 4.8 Hydr Ref Rl Required at BASE OF RISER 58 69.8 psi 1 4" x 1-1/4" Flngd Reducer 0' 120 4.026 58 0.0 6 4" Flngd 90 Ell 60' 120 4.026 58 0.1 1 4" Flngd Tee 20' 120 4.026 58 0.0 1 Pipe 4" C9 CLASS 200 95' 150 4.070 58 0.1 1 4" Flngd Back Flow Valve FEBCO 11876 CHART LOSS 58 3.1 3 4" Flngd 90 Ell 30' 120 4.026 58 0.0 3 4" Flngd Tee 60' 120 4.026 58 0.1 5 4" Flngd Gate Valve CSC 11 722U" 10' 120 4.026 58 0.0 1 Pipe 4" C9 CLASS 200 822' 150 4.070 58 0.7 1 8" x 8" x 4" Flngd Tee 35' 120 8.071 58 0.0 Fixed Flow HOSE ALLOWANCE 100 gpm Hydr Ref R2 Required at Source 158 73.9 psi Water Source113.0 psi static,103.0 psi residual @ 1635 gpm 158 gpm 112.9 psi SAFETY PRESSURE 39.0 psi NOTE: Water Source has been adjusted to include a change of elevation of -46" flow test to point of connection SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 4/03/2003 JOB TITLE: KELLY RANCH AUTOMATIC FIRE SPRINKLERS, INC. 7272 MARS DRIVE HUNTINGTON BEACH, CA 92647 HYDRAULIC CALCULATIONS FOR KELLY RANCH BUILDING #5 TYPE 1 CARRIAGE REMOTE AREA # 2 -DESIGN DATA - Page 1 OCCUPANCY CLASSIFICATION DENSITY AREA OF APPLICATION: COVERAGE PER SPRINKLER NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including Hose): FLOW & PRESSURE (at Base of Riser) ORD. HAZ. GRP 1 0.15 gpm/sq. ft. GARAGE 103 sq. ft. 4 64.7 gpm 315.7 gpm 65 gpm @ 31.4 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: K. KERN AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 4/03/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA - CARRIAGE REMOTE AREA # 2 SOURCE STATIC RESID FLOW AVAIL TOTAL NODE PRESS PRESS @ PRESS @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SOURCE 115.0 105.0 1635.0 112.6 314.7 Page 2 PRESS (PSI) 35.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 314.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM TOTAL HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 64.7 GPM NODE ANALYSIS DATA - REMOTE AREA # 2 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 5 9.6 - - - - 8.4 - - - 5S 9.1 K= 5.60 7.9 15.7 6 9.6 - - - - 9.2 - - - 6S 9.1 K= 5.60 8.9 16.7 7 9.6 - - - - 8.2 - - - 7S 9.1 K= 5.60 7.7 15.5 8 9.6 - - - - 9.2 - - - 8S 9.1 K= 5.60 8.9 16.7 12 8.5 - - - - 9.3 - - - 13 8.5 - - - - 9.3 - - - 14 8.5 - - - - 10.4 - - - 15 8.5 - - - - 12.0 - - - 16 8.5 - - - - 15.9 - - - 17 9.6 - - - - 12.3 - - - 18 8.5 - - - - 13.3 - - - 21 8.5 - - - - 11.1 - - - 22 9.6 - - - - 8.6 - - - 23 9.6 - - - - 8.4 - - - Al 8.5 - - - - 16.9 - - - W 8.5 TOP OF RISER 17.7 64.7 Nodes with 'I S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 4/03/2003 JOB TITLE: KELLY RANCH PIPE DATA - CARRIAGE REMOTE AREA # 2 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 -15.7 0.874 PL 0.50 PF 0.7 5S 9.1 5.6 7.9 15.7 8.5 150 FTG E PE -0.2 5 9.6 0.0 8.4 0.0 0.043 TL 5.50 PV 0.0 Pipe: 2 15.7 1.101 PL 4.58 PF 0.2 5 9.6 0.0 8.4 0.0 5.3 150 FTG ---- PE 0.0 22 9.6 0.0 8.6 0.0 0.043 TL 4.58 PV 0.0 Pipe: 3 -16.7 0.874 PL 0.50 PF 0.5 6S 9.1 5.6 8.9 16.7 9.0 150 FTG T PE -0.2 6 9.6 0.0 9.2 0.0 0.000 TL 3.50 PV 0.0 Pipe: 4 0.6 1.101 PL 10.50 PF 0.0 6 9.6 0.0 9.2 0.0 0.2 150 FTG Z PE 0.0 8 9.6 0.0 9.2 0.0 0.000 TL 11.50 PV 0.0 Pipe: 5 16.2 1.101 PL 5.54 PF 0.7 6 9.6 0.0 9.2 0.0 5.5 150 FTG E+T PE 0.5 14 8.5 0.0 10.4 0.0 0.046 TL 15.54 PV 0.0 Pipe: 6 -15.5 0.874 PL 0.50 PF 0.7 7S 9.1 5.6 7.7 15.5 8.4 150 FTG E PE -0.2 7 9.6 0.0 8.2 0.0 0.043 TL 5.50 PV 0.0 Pipe: 7 15.5 1.101 PL 4.58 PF 0.2 7 9.6 0.0 8.2 0.0 5.3 150 FTG ---- PE 0.0 23 9.6 0.0 8.4 0.0 0.043 TL 4.58 PV 0.0 Pipe: 8 -16.7 0.874 PL 0.50 PF 0.5 8S 9.1 5.6 8.9 16.7 9.0 150 FTG T PE -0.2 8 9.6 0.0 9.2 0.0 0.052 TL 3.50 PV 0.0 Pipe: 9 17.3 1.101 PL 15.96 PF 1.4 8 9.6 0.0 9.2 0.0 5.9 150 FTG E+T+Z PE 0.5 21 8.5 0.0 11.1 0.0 0.052 TL 26.96 PV 0.0 Pipe: 10 16.8 1.101 PL 29.46 PF 1.8 12 8.5 0.0 9.3 0.0 5.7 150 FTG E+2Z PH 0.0 21 8.5 0.0 11.1 0.0 0.049 TL 36.46 PV 0.0 Pipe: 11 1.3 1.101 PL 10.50 PF 0.0 13 8.5 0.0 9.3 0.0 0.4 150 FTG T+Z PE 0.0 12 8.5 0.0 9.3 0.0 0.000 TL 16.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 4/03/2003 JOB TITLE: KELLY RANCH PIPE DATA - CARRIAGE REMOTE AREA # 2 (cant.) 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 15.5 1.101 PL 1.08 PF 0.5 23 9.6 0.0 8.4 0.0 5.3 150 FTG E+T PE 0.5 12 8.5 0.0 9.3 0.0 0.043 TL 11.08 PV 0.0 Pipe: 13 15.7 1.101 PL 1.08 PF 0.3 22 9.6 0.0 8.6 0.0 5.3 150 FTG E PE 0.5 13 8.5 0.0 9.3 0.0 0.043 TL 6.08 PV 0.0 Pipe: 14 14.4 1.101 PL 19.04 PF 1.1 13 8.5 0.0 9.3 0.0 4.9 150 FTG E+T+Z PE 0.0 14 8.5 0.0 10.4 0.0 0.037 TL 30.04 PV 0.0 Pipe: 15 30.6 1.101 PL 10.83 PF 1.6 14 8.5 0.0 10.4 0.0 10.4 150 FTG ---- PE 0.0 15 8.5 0.0 12.0 0.0 0.149 TL 10.83 PV 0.0 Pipe: 16 10.8 1.101 PL 21.75 PF 0.8 15 8,5 0.0 12.0 0.0 3.7 150 FTGE+T+3Z PE -0.5 17 9.6 0.0 12.3 0.0 0.022 TL 34.75 PV 0.0 Pipe: 17 19.8 1.101 PL 44.42 PF 3.9 15 8.5 0.0 12.0 0.0 6.7 150 FTG 2E+4Z PE 0.0 16 8.5 0.0 15.9 0.0 0.067 TL58.42 PV 0.0 Pipe: 18 19.8 1.101 PL 8.63 PF 1.0 16 8.5 0.0 15.9 0.0 6.7 150 FTG T PE 0.0 Al 8.5 0.0 16.9 0.0 0.067 TL 14.63 PV 0.0 Pipe: 19 10.8 1.101 PL 10.25 PF 0.5 17 9.6 0.0 12.3 0.0 3.7 150 FTG E+T+Z PE 0.5 18 8.5 0.0 13.3 0.0 0.022 TL 21.25 PV 0.0 Pipe: 20 34.1 1.101 PL 10.83 PF 2.2 21 8.5 0.0 11.1 0.0 11.6 150 FTG Z PE 0.0 18 8.5 0.0 13.3 0.0 0.182 TL 11.83 PV 0.0 Pipe: 21 44.9 1.101 PL 5.96 PF 3.6 18 8.5 0.0 13.3 0.0 15.3 150 FTG T PE 0.0 Al 8.5 0.0 16.9 0.0 0.304 TL 11.96 PV 0.0 Pipe: 22 64.7 1.394 PL 2.50 PF 0.9 Al 8.5 0.0 16.9 0.0 13.7 150 FTG E PE 0.0 W 8.5 0.0 17.7 0.0 0.189 TL 4.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 4/03/2003 JOB TITLE: KELLY RANCH CARRIAGE REMOTE AREA # 2 CARRIAGE REMOTE AREA # 2 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref W Required at Hyd Area 2 Elevation Change 86" 1 Pipe 1-1/4" PVx15 CSC CSC 9' 150 1.394 1 1-1/4" Thrd Butterfly Valve Milwauk 2' 120 1.380 1 1-1/4" Thrd Check Valve CSC "F18" 7' 120 1.380 2 1-1/4" CPVC 90 Eli 12' 120 1.380 Page 5 FLOW LOSS gpm psi TOTALS 65 17.7 psi 3.7 65 1.6 65 0.4 65 2.1 65 5.8 Hydr Ref Ri Required at BASE OF RISER 65 31.4 psi 1 4" x 1-1/4" Flngd Reducer 0' 120 4.026 65 0.0 6 4" Flngd 90 Eli 60' 120 4.026 65 0.1 1 4" Flngd Tee 20' 120 4.026 65 0.0 1 Pipe 4" C9 CLASS 200 95' 150 4.070 65 0.1 1 4" Flngd Back Flow Valve FEBCO 11 876 CHART LOSS 65 3.3 3 4" Flngd 90 Eli 30' 120 4.026 65 0.1 3 4" Flngd Tee 60' 120 4.026 65 0.1 5 4" Flngd Gate Valve CSC 11 722U" 10' 120 4.026 65 0.0 1 Pipe 4" C9 CLASS 200 822' 150 4.070 65 0.8 1 8" x 8" x 4" Flngd Tee 35' 120 8.071 65 0.0 Fixed Flow HOSE ALLOWANCE 250 gpm Hydr Ref R2 Required at Source 315 35.9 psi Water Source113.0 psi static,103.0 psi residual @ 1635 gpm 315 gpm 112.6 psi SAFETY PRESSURE 76.7 psi NOTE: Water Source has been adjusted to include a change of elevation of -41 6" flow test to point of connection SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 04/07/2003 JOB TITLE: KELLY RANCH AUTOMATIC FIRE SPRINKLERS, INC. 7272 MARS DRIVE HUNTINGTON BEACH, CA 92647 rotection Design & Consulting HYDRAULIC CALCULATIONS Exceptions ii with Comment., FOR KELLY RANCH BUILDING #5, TYPE 1 REMOTE AREA #1 e Y Date Ajosnm~-- IF -DESIGN DATA- OCCUPANCY CLASSIFICATION LIGHT DENSITY 0.05 gpm/sq. ft. AREA OF APPLICATION: RESIDENTIAL COVERAGE PER SPRINKLER 400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 TOTAL SPRINKLER WATER FLOW REQUIRED: 79 gpm TOTAL WATER REQUIRED (including Hose): 179 gpm FLOW & PRESSURE (at Base of Riser): 79 gpm @ 90.1 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: AUTHORITY HAVING JURISDICTION: 51s, t&-) gnithmo3 -in n nri r r (1IEH 1 VIEP E1 U w dJ J o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/07/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA BUILDING TYPE 1 REMOTE AREA #1 SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 115.0 105.0 1635.0 117.1 178.7 95.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 178.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM TOTAL HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 78.7 GPM NODE ANALYSIS DATA BUILDING TYPE 1 REMOTE AREA #1 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 29.8 - - - - 15.8 - - - 15 28.0 K= 4.90 15.4 19.2 2 29.8 - - - - 16.4 - - - 2S 29.3 K= 4.90 15.8 19.4 3 29.8 - - - - 17.4 - - - 3S 29.3 K= 4.90 16.7 20.0 4 29.8 - - - - 17.2 - - - 4S 28.0 K= 4.90 16.8 20.1 7 19.7 - - - - 30.4 - - - 15 9.6 - - - - 42.5 - - - 17 9.6 - - - - 32.1 - - - 18 9.6 - - - - 32.1 - - 30 8.5 - - - - 76.9 - - - 32 8.5 - - - - 73.0 - - - 33 8.5 - - - - 77.4 - - - 35 9.6 - - - - 69.7 - - - 38 29.8 - - - - 40.9 - - - 39 29.8 - - - - 57.5 - - - 40 18.6 - - - - 44.3 - - - 43 29.8 - - - - 18.2 - - - 44 29.8 - - - - 18.1 - - - 45 29.8 - - - - 22.3 - - - 46 29.8 - - - - . 17.3 - - - 47 29.8 - - - - 17.4 - - - 48 29.8 - - - - 23.8 - - - 49 29.8 - - - - 22.8 - - - 50 19.7 - - - - 27.4 - - - 52 9.6 - - - - 32.8 - - - 53 8.5 - - - - 32.5 - - - 54 8.5 - - - - 32.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/07/2003 JOB TITLE: KELLY RANCH NODE ANALYSIS DATA BUILDING TYPE 1 REMOTE AREA #1 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 56 8.5 - - - - 32.5 - - - 57 8.5 - - - - 32.5 - - - 58 8.5 - - - - 32.5 - - - 61 9.6 - - - - 32.0 - - - 62 9.6 - - - - 34.3 - - - 63 8.5 - - - - 44.9 - - - 64 8.5 - - - - 46.8 - - - 65 9.6 - - - - 69.6 - - - 66 19.7 - - - - 27.4 - - - 67 18.6 - - - - 28.0 71 19.7 - - - 27.7 - - - 72 18.6 - - - - 28.9 - - - 73 19.7 - - - - 28.9 - - - 74 18.6 - - - - 31.2 - - - 75 18.6 - - - - 31.6 - - - 76 18.6 - - - - 32.2 .- - - 77 19.7 - - - - 61.9 - - - 78 18.6 - - - - 63.3 - - - 79 9.6 - - - - 72.1 - - - Al 8.5 - - - - 78.2 - - - W 8.5 TOP OF RISER 78.9 78.7 Nodes with "5" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "5" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -19.2 0.874 PL 1.75 PF 1.1 is 28.0 4.9 15.4 19.2 10.4 150 FTG E PE -0.8 1 29.8 0.0 15.8 0.0 0.195 TL 5.75 PV 0.0 Pipe: 2 19.2 0.874 PL 4.82 PF 1.5 1 29.8 0.0 15.8 0.0 10.4 150 FTG T PE 0.0 46 29.8 0.0 17.3 0.0 0.195 TL 7.82 PV 0.0 Pipe: 3 -19.4 0.874 PL 0.50 PF 0.9 2S 29.3 4.9 15.8 19.4 10.5 150 FTG E PE -0.2 2 29.8 0.0 16.4 0.0 0.199 TL 4.50 PV 0.0 Pipe: 4 19.4 0.874 PL 1.75 PF 0.9 2 29.8 0.0 16.4 0.0 10.5 150 FTG T PE 0.0 47 29.8 0.0 17.4 0.0 0.199 TL 4.75 PV 0.0 Pipe: 5 -20.0 0.874 PL 0.50 PF 0.9 3S 29.3 4.9 16.7 20.0 10.8 150 FTG E PE -0.2 3 29.8 0.0 17.4 0.0 0.209 TL 4.50 PV 0.0 Pipe: 6 20.0 0.874 PL 0.42 PF 0.7 3 29.8 0.0 17.4 0.0 10.8 150 FTG T PE 0.0 44 29.8 0.0 18.1 0.0 0.209 TL 3.42 PV 0.0 Pipe: 7 -20.1 0.874 PL 1.75 PF 1.2 4S 28.0 4.9 16.8 20.1 10.8 150 FTG E PE -0.8 4 29.8 0.0 17.2 0.0 0.211 TL 5.75 PV 0.0 Pipe: 8 20.1 0.874 PL 1.50 PF 0.9 4 29.8 0.0 17.2 0.0 10.8 150 FTG T PE 0.0 43 29.8 0.0 18.2 0.0 0.211 TL 4.50 PV 0.0 Pipe: 9 7.9 1.101 PL 79.22 PF 1.5 73 19.7 0.0 28.9 0.0 2.7 150 FTG * PE 0.0 7 19.7 0.0 30.4 0.0 0.012 TL125.22 PV 0.0 * Fitting Equivalent Lengths = 46.0' 6E+2T+6Z Pipe: 10 7.9 1.101 PL 14.55 PF 0.4 7 19.7 0.0 30.4 0.0 2.7 150 FTG 2E+T PE 0.5 74 18.6 0.0 31.2 0.0 0.012 TL 29.55 PV 0.0 Pipe: 11 19.6 1.101 PL 14.55 P5' 1.9 15 9.6 0.0 42.5 0.0 6.7 150 FTG 2E+T PE 0.5 63 8.5 0.0 44.9 0.0 0.065 TL 29.55 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #1 (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 19.6 1.101 PL 77.89 PF 8.2 62 9.6 0.0 34.3 0.0 6.7 150 FTG * PE 0.0 15 9.6 0.0 42.5 0.0 0.065 TL124.89 PV 0.0 * Fitting Equivalent Lengths = 47.0' 6E+2T+6Z Pipe: 13 0.0 1.101 PL 10.33 PF 0.0 18 9.6 0.0 32.1 0.0 0.0 150 FTG 2Z PE 0.0 17 9.6 0.0 32.1 0.0 0.000 TL 12.33 PV 0.0 Pipe: 14 0.0 1.101 PL 25.92 PF 0.0 17 9.6 0.0 32.1 0.0 0.0 150 FTG * PE 0.5 57 8.5 0.0 32.5 0.0 0.000 TL 42.92 PV 0.0 * Fitting Equivalent Lengths = 17' 2E+T+2Z Pipe: 15 0.0 1.101 PL 27.58 PF -0.0 58 8.5 0.0 32.5 0.0 0.0 150 FTGE+T+SZ PE -0.5 18 9.6 0.0 32.1 0.0 0.000 TL 42.58 PV 0.0 Pipe: 16 57.9 1.598 PL 14.50 PF 1.2 30 8.5 0.0 76.9 0.0 9.4 150 FTG Z PE 0.0 Al 8.5 0.0 78.2 0.0 0.079 TL 15.50 PV 0.0 Pipe: 17 57.9 1.598 PL 28.59 PF 4.3 79 9.6 0.0 72.1 0.0 9.4 150 FTG * PE 0.5 30 8.5 0.0 76.9 0.0 0.079 TL 54.59 PV 0.0 * Fitting Equivalent Lengths = 26.0' E+2T+3Z Pipe: 18 13.2 1.101 PL 72.42 PF 3.0 65 9.6 0.0 69.6 0.0 4.5 150 FTG * PE 0.5 32 8.5 0.0 73.0 0.0 0.032 TL 93.42 PV 0.0 * Fitting Equivalent Lengths = 21' 2E+T+6Z Pipe: 19 7.6 1.101 PL 15.58 PF 0.4 79 9.6 0.0 72.1 0.0 2.6 150 FTGE+2T+Z PE 0.5 32 8.5 0.0 73.0 0.0 0.011 TL 34.58 PV 0.0 Pipe: 20 20.8 1.101 PL 51.33 PF 4.4 32 8.5 0.0 73.0 0.0 7.1 150 FTG E+4Z PE 0.0 33 8.5 0.0 77.4 0.0 0.073 TL 60.33 PV 0.0 Pipe: 21 20.8 1.101 PL 5.17 PF 0.7 33 8.5 0.0 77.4 0.0 7.1 150 FTG T PE 0.0 Al 8.5 0.0 78.2 0.0 0.073 TL 10.17 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA 41 (cant.) 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: 22 65.5 1.598 PL 14.25 PF 2.4 35 9.6 0.0 69.7 0.0 10.6 150 FTG T+2Z PE 0.0 79 9.6 0.0 72.1 0.0 0.100 TL 24.25 PV 0.0 Pipe: 23 6.4 1.394 PL 42.58 PF 0.2 65 9.6 0.0 69.6 0.0 1.3 150 FTG T+8Z PE 0.0 35 9.6 0.0 69.7 0.0 0.003 TL 58.58 PV 0.0 Pipe: 24 59.2 1.598 PL 16.34 PF 2.5 78 18.6 0.0 63.3 0.0 9.6 150 FTG 2E PE 3.9 35 9.6 0.0 69.7 * 0.0 0.082 TL 30.34 PV 0.0 Pipe: 25 21.7 1.101 PL159.00 PF 16.6 38 29.8 0.0 40.9 0.0 7.4 150 FTG * PE 0.0 39 29.8 0.0 57.5 0.0 0.079 TL209.00 PV 0.0 * Fitting Equivalent Lengths = 50.0' 2E+3T+21Z Pipe: 26 19.4 1.101 PL202.67 PF 16.6 38 29.8 0.0 40.9 0.0 6.6 150 FTG * PE 0.0 39 29.8 0.0 57.5 0.0 0.064 TL258.67 PV 0.0 * Fitting Equivalent Lengths = 56.0' E+4T+27Z Pipe: 27 41.1 1.394 PL 11.75 PF 1.4 40 18.6 0.0 44.3 0.0 8.7 150 FTG E PE -4.8 38 29.8 0.0 40.9 0.0 0.082 TL 17.75 PV 0.0 Pipe: 28 41.1 1.598 PL 16.08 PF 1.0 39 29.8 0.0 57.5 0.0 6.6 150 FTG E+Z PE 4.8 78 18.6 0.0 63.3 0.0 0.042 TL 24.08 PV 0.0 Pipe: 29 18.1 1.101 PL182.40 PF 18.1 40 18.6 0.0 44.3 0.0 6.2 150 FTG * PE -0.5 77 19.7 0.0 61.9 0.0 0.057 TL320.40 PV 0.0 * Fitting Equivalent Lengths = 138.0' 17E+7T+17Z Pipe: 30 59.2 1.394 PL 31.25 PF 12.1 76 18.6 0.0 32.2 0.0 12.6 150 FTG * PE 0.0 40 18.6 0.0 44.3 0.0 0.160 TL 75.25 PV 0.0 * Fitting Equivalent Lengths = 44.0' 5E+2T+2Z Pipe: 31 25.1 1.101 PL 38.81 P9' 5.7 43 29.8 0.0 18.2 0.0 8.5 150 FTGE+T+5Z PE 0.0 48 29.8 0.0 23.8 0.0 0.104 TL 54.81 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #1 (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: 32 5.0 1.101 PL 9.87 PF 0.1 44 29.8 0.0 18.1 0.0 1.7 150 FTG 2Z PE 0.0 43 29.8 0.0 18.2 0.0 0.005 TL 11.87 PV 0.0 Pipe: 33 15.0 1.101 PL 92.74 PF 4.2 44 29.8 0.0 18.1 0.0 5.1 150 FTG E-+-9Z PE 0.0 45 29.8 0.0 22.3 0.0 0.040 TL106.74 PV 0.0 Pipe: 34 27.5 1.394 PL 3.67 PF 0.5 45 29.8 0.0 22.3 0.0 5.8 150 FTG T PE 0.0 49 29.8 0.0 22.8 0.0 0.039 TL 11.67 PV 0.0 Pipe: 35 12.5 1.101 PL138.36 PF 5.1 46 29.8 0.0 17.3 0.0 4.3 150 FTG * PE 0.0 45 29.8 0.0 22.3 0.0 0.029 TL176.36 PV 0.0 * Fitting Equivalent Lengths = 38.0' E+2T+23Z Pipe: 36 6.7 1.101 PL 8.98 PF 0.1 46 29.8 0.0 17.3 0.0 2.3 150 FTG Z PE 0.0 47 29.8 0.0 17.4 0.0 0.009 TL 9.98 PV 0.0 Pipe: 37 26.1 1.101 PL 41.92 PF 6.5 47 29.8 0.0 17.4 0.0 8.9 150 FTGE+T+5Z PE 0.0 48 29.8 0.0 23.8 0.0 0.112 TL 57.92 PV 0.0 Pipe: 38 51.2 1.394 PL 15.92 PF 3.6 48 29.8 0.0 23.8 0.0 10.9 150 FTG E+T+Z PE 4.8 76 18.6 0.0 32.2 0.0 0.123 TL 28.92 PV 0.0 Pipe: 39 27.5 1.598 PL 10.08 PF 0.2 49 29.8 0.0 22.8 0.0 4.4 150 FTG PE 4.4 50 19.7 0.0 27.4 0.0 0.020 TL 10.08 PV 0.0 Pipe: 40 7.9 1.598 PL 4.58 PF 0.0 50 19.7 0.0 27.4 0.0 1.3 150 FTG 2T PE 0.0 66 19.7 0.0 27.4 0.0 0.002 TL 20.58 PV 0.0 Pipe: 41 19.6 1.598 PL 14.75 PF 0.3 50 19.7 0.0 27.4 0.0 3.2 150 FTG E+Z PE 4.4 61 9.6 0.0 32.0 0.0 0.011 TL 22.75 PV 0.0 Pipe: 42 19.6 1.394 PL 43.67 PF 1.6 52 9.6 0.0 32.8 0.0 4.2 150 FTG SE+2Z PE 0.0 62 9.6 0.0 34.3 0.0 0.021 TL 75.67 PV 0.0 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/07/2003 JOE TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #1 (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: 43 13.9 1.394 PL 43.33 PF 0.8 61 9.6 0.0 32.0 0.0 3.0 150 FTG 3T+5Z PE 0.0 52 9.6 0.0 32.8 0.0 0.011 TL 68.33 PV 0.0 Pipe: 44 5.7 1.101 PL 74.54 PF 0.7 53 8.5 0.0 32.5 0.0 1.9 150 FTG * PE -0.5 52 9.6 0.0 32.8 0.0 0.007 TL102.54 PV 0.0 * Fitting Equivalent Lengths = 28' 35+T+7Z Pipe: 45 5.7 1.394 PL 6.38 PF 0.0 54 8.5 0.0 32.5 0.0 1.2 150 FTG ---- PE 0.0 53 8.5 0.0 32.5 0.0 0.002 TL 6.38 PV 0.0 Pipe: 46 5.7 1.394 PL 11.58 PF 0.1 61 9.6 0.0 32.0 0.0 1.2 150 FTG E+2T PE 0.5 54 8.5 0.0 32.5 0.0 0.002 TL 31.58 PV 0.0 Pipe: 47 0.0 1.394 PL 4.50 PF -0.0 54 8.5 0.0 32.5 0.0 0.0 150 FTG 2Z PE 0.0 58 8.5 0.0 32.5 0.0 0.000 TL 6.50 PV 0.0 Pipe: 48 -0.0 1.101 PL 41.00 P8' 0.0 58 8.5 0.0 32.5 0.0 0.0 150 FTG E+6Z PE 0.0 56 8.5 0.0 32.5 0.0 0.000 TL 52.00 PV 0.0 Pipe: 49 -0.0 1.101 PL 10.33 PF 0.0 56 8.5 0.0 32.5 0.0 0.0 150 FTG 2Z PE 0.0 57 8.5 0.0 32.5 0.0 0.000 TL 12.33 PV 0.0 Pipe: 50 19.6 1.101 PL 16.67 PF 1.9 63 8.5 0.0 44.9 0.0 6.7 150 FTGE+T+2Z PE 0.0 64 8.5 0.0 46.8 0.0 0.065 TL 28.67 PV 0.0 Pipe: 51 19.6 1.101 PL198.77 PF 23.3 64 8.5 0.0 46.8 0.0 6.7 150 FTG * PE -0.5 65 9.6 0.0 69.6 0.0 0.065 TL355.77 PV 0.0 * Fitting Equivalent Lengths = 157.0' 20E+8T+17Z Pipe: 52 7.9 1.394 PL 4.83 PF 0.1 66 19.7 0.0 27.4 0.0 1.7 150 FTG 2E+T PE 0.5 67 18.6 0.0 28.0 0.0 0.004 TL 23.83 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #1 (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 7.9 1.394 PL 36.08 PF 0.2 67 18.6 0.0 28.0 0.0 1.7 150 FTG 2E+6Z PE -0.5 71 19.7 0.0 27.7 0.0 0.004 TL 54.08 PV 0.0 Pipe: 54 7.9 1.101 PL 37.25 PF 0.7 71 19.7 0.0 27.7 0.0 2.7 150 FTG * PE 0.5 72 18.6 0.0 28.9 0.0 0.012 TL 59.25 PV 0.0 * Fitting Equivalent Lengths = 22' 3E+T+2Z Pipe: 55 7.9 0.874 PL 1.08 PF 0.4 72 18.6 0.0 28.9 0.0 4.3 150 FTG 2E PE -0.5 73 19.7 0.0 28.9 0.0 0.038 TL 11.08 PV 0.0 Pipe: 56 7.9 1.101 PL 16.67 PF 0.4 74 18.6 0.0 31.2 0.0 2.7 150 FTGE+T+2Z PE 0.0 75 18.6 0.0 31.6 0.0 0.012 TL 28.67 PV 0.0 Pipe: 57 7.9 1.101 PL 24.75 PF 0.6 75 18.6 0.0 31.6 0.0 2.7 150 FTG * PE 0.0 76 18.6 0.0 32.2 0.0 0.012 TL 52.75 PV 0.0 * Fitting Equivalent Lengths = 28.0' 4E+T+2Z Pipe: 58 18.1 1.394 PL 19.17 PF 0.9 77 19.7 0.0 61.9 0.0 3.8 150 FTG * PE 0.5 78 18.6 0.0 63.3 0.0 0.018 TL 51.17 PV 0.0 * Fitting Equivalent Lengths = 32.0' 3E+2T+2Z Pipe: 59 78.7 1.598 PL 3.50 PF 0.8 Al 8.5 0.0 78.2 0.0 12.7 150 FTG E PE 0.0 W 8.5 0.0 78.9 0.0 0.140 TL 5.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 04/07/2003 JOB TITLE: KELLY RANCH BUILDING TYPE 1 REMOTE AREA 41 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 79 78.9 psi Elevation Change 86" 3.7 1 Pipe 1-1/2" PV 9' 150 1.598 79 1.3 1 1-1/2" Thrd Butterfly Valve Milwauk 2' 120 1.610 79 0.3 1 1-1/2" Thrd Check Valve CSC "F18" 9' 120 1.610 79 1.8 2 1-1/2" CPVC 90 Eli 14' 120 1.610 79 4.0 Hydr Ref Ri Required at BASE OF RISER 79 90.1 psi 1 4" x 1-1/2" Flngd Reducer 0' 120 4.026 79 0.0 7 4" Flngd 90 Eli 70' 120 4.026 79 0.2 2 4" Flngd Tee 40' 120 4.026 79 0.1 1 Pipe 4" C9 CLASS 200 322' 150 4.070 79 0.5 1 4" Flngd Back Flow Valve FEBCO 11876 CHART LOSS 79 3.6 3 4" Flngd 90 Eli 30' 120 4.026 79 0.1 3 4" Flngd Tee 60' 120 4.026 79 0.1 5 4" Flngd Gate Valve CSC 11 722U" 10' 120 4.026 79 0.0 i Pipe 4" C9 CLASS 200 822' 150 4.070 79 1.2 1 8" x 8" x 4" Flngd Tee 35' 120 8.071 79 0.0 Fixed Flow HOSE ALLOWANCE 100 gpm Hydr Ref R2 Required at Source 179 95.9 psi Water Source117.3 psi static,107.3 psi residual © 1635 gpm 179 gpm 117.1 psi SAFETY PRESSURE 21.3 psi NOTE: Water Source has been adjusted to include a change of elevation of 54" flow test to point of connection J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 04/07/2003 JOB TITLE: KELLY RANCH AUTOMATIC FIRE SPRINKLERS, INC. 7272 MARS DRIVE HUNTINGTON BEACH, CA 92647 HYDRAULIC CALCULATIONS FOR KELLY RANCH BUILDING #5, TYPE 1 REMOTE AREA #2 -DESIGN DATA- OCCUPANCY CLASSIFICATION DENSITY AREA OF APPLICATION: COVERAGE PER SPRINKLER NUMBER OF SPRINKLERS CALCULATED: LIGHT 0.05 gpm/sq. ft. RESIDENTIAL 400 sq. ft. 4 TOTAL SPRINKLER WATER FLOW REQUIRED: 73 gpm TOTAL WATER REQUIRED (including Hose): 173 gpm FLOW & PRESSURE (at Base of Riser): 73 gpm @ 93.1 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: AUTHORITY HAVING JURISDICTION: Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/07/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA BUILDING TYPE 1 REMOTE AREA #2 SOURCE STATIC RESID FLOW AVAIL TOTAL NODE PRESS PRESS @ PRESS @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SOURCE 115.0 105.0 1635.0 117.2 173.1 PRESS (PSI) 98.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 173.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM TOTAL HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 73.1 GPM NODE ANALYSIS DATA BUILDING TYPE 1 REMOTE AREA #2 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 5 19.7 - - - - 9.5 - - - 5S 17.9 K= 4.90 9.5 15.1 6 19.7 - - - - 13.8 - - - 6S 19.2 K= 4.90 13.4 18.0 7 19.7 - - - - 17.2 - - - 7S 19.2 K= 4.90 16.7 20.0 8 18.6 - - - - 17.1 - - - 8S 17.9 K= 4.90 16.7 20.0 15 9.6 - - - - 52.9 - - - 17 9.6 - - - - 44.5 - - - 18 9.6 - - - - 44.5 - - - 30 8.5 - - - - 81.2 - - - 32 8.5 - - - - 77.7 - - - 33 8.5 - - - - 81.6 - - - 35 9.6 - - - - 74.8 - - - 38 29.8 - - - - 48.1 - - - 39 29.8 - - - - 62.9 - - - 40 18.6 - - - - 51.7 - - - 43 29.8 - - - - 35.8 - - - 44 29.8 - - - - 35.8 - - - 45 29.8 - - - - 35.5 - - - 46 29.8 - - - - 35.8 - - - 47 29.8 - - - - 35.8 - - - 48 29.8 - - - - 35.9 - - - 49 29.8 - - - - 35.5 - - - 50 19.7 - - - - 39.8 - - - 52 9.6 - - - - 45.1 - - - 53 8.5 - - - - 45.0 - - - 54 8.5 - - - - 45.0 - - - 56 8.5 - - - - 45.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/07/2003 JOB TITLE: KELLY RANCH NODE ANALYSIS DATA BUILDING TYPE 1 REMOTE AREA #2 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 57 8.5 - - - - 45.0 - - - 58 8.5 - - - - 45.0 - - - 61 9.6 - - - - 44.5 - - - 62 9.6 - - - - 46.3 - - - 63 8.5 - - - - 54.9 - - - 64 8.5 - - - - 56.4 - - - 65 9.6 - - - - 74.7 - - - 66 19.7 - - - - 39.6 - - - 67 18.6 - - - - 39.6 - - - 71 19.7 - - - - 37.3 - - - 72 18.6 - - - - 32.3 - - - 73 19.7 - - - - 28.7 - - - 74 18.6 - - - - 17.6 - - - 75 18.6 - - - - 21.7 - - - 76 18.6 - - - - 40.9 - - - 77 19.7 - - - - 67.4 - - - 78 18.6 - - - - 68.7 - - - 79 9.6 - - - - 76.9 - - - Al 8.5 - - - - 82.2 - - - W 8.5 TOP OF RISER 82.9 73.1 Nodes with "ST indicate a node at the top of a sprig or bottom of drop pendent. The node without an "5" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #2 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 -15.1 0.874 PL 1.75 PF 0.7 5S 17.9 4.9 9.5 15.1 8.2 150 FTG E PE -0.8 5 19.7 0.0 9.5 0.0 0.125 TL 5.75 PV 0.0 Pipe: 2 15.1 0.874 PL 15.42 PF 4.3 5 19.7 0.0 9.5 0.0 8.2 150 FTG * PE 0.0 6 19.7 0.0 13.8 0.0 0.125 TL 34.42 PV 0.0 * Fitting Equivalent Lengths = 19.0' 3E+2T+Z Pipe: 3 -18.0 0.874 PL 0.50 PF 0.6 6S 19.2 4.9 13.4 18.0 6.1 150 FTG T PE -0.2 6 19.7 0.0 13.8 0.0 0.173 TL 3.50 PV 0.0 Pipe: 4 33.1 1.101 PL 8.92 PF 3.3 6 19.7 0.0 13.8 0.0 11.3 150 FTG 2E PE 0.5 74 18.6 0.0 17.6 0.0 0.173 TL 18.92 PV 0.0 Pipe: 5 -20.0 0.874 PL 0.50 PF 0.7 7S 19.2 4.9 16.7 20.0 10.8 150 FTG T PE -0.2 7 19.7 0.0 17.2 0.0 0.093 TL 3.50 PV 0.0 Pipe: 6 23.6 1.101 PL 79.22 PF 11.5 7 19.7 0.0 17.2 0.0 8.0 150 FTG * PE 0.0 73 19.7 0.0 28.7 0.0 0.093 TL124.22 PV 0.0 * Fitting Equivalent Lengths = 45' 6E+2T+5Z Pipe: 7 3.6 1.101 PL 14.55 PF 0.1 74 18.6 0.0 17.6 0.0 1.2 150 FTG2E+T+Z PE -0.5 7 19.7 0.0 17.2 0.0 0.003 TL 30.55 PV 0.0 Pipe: 8 -20.0 0.874 PL 0.67 PF 0.8 8S 17.9 4.9 16.7 20.0 10.8 150 FTG T PE -0.3 8 18.6 0.0 17.1 0.0 0.210 TL 3.67 PV 0.0 Pipe: 9 20.0 0.874 PL 11.70 PF 4.5 8 18.6 0.0 17.1 0.0 10.8 150 FTG * PE 0.0 75 18.6 0.0 21.7 0.0 0.210 TL 21.70 PV 0.0 * Fitting Equivalent Lengths = 10.0' 2T+45L+Z Pipe: 10 17.4 1.101 PL 77.89 PF 6.6 62 9.6 0.0 46.3 0.0 5.9 150 FTG * PE 0.0 15 9.6 0.0 52.9 0.0 0.053 TL124.89 PV 0.0 * Fitting Equivalent Lengths = 47.0 6E+2T+6Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #2 (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: 11 17.4 1.101 PL 14.55 P8' 1.6 15 9.6 0.0 52.9 0.0 5.9 150 FTG 2E+T PE 0.5 63 8.5 0.0 54.9 0.0 0.053 TL 29.55 PV 0.0 Pipe: 12 0.0 1.101 PL 25.92 PF 0.0 17 9.6 0.0 44.5 0.0 0.0 150 FTG * PE 0.5 57 8.5 0.0 45.0 0.0 0.000 TL 42.92 PV 0.0 * Fitting Equivalent Lengths = 17' 2E+T+2Z Pipe: 13 0.0 1.101 PL 10.33 PF 0.0 18 9.6 0.0 44.5 0.0 0.0 150 FTG 2Z PE 0.0 17 9.6 0.0 44.5 0.0 0.000 TL 12.33 PV 0.0 Pipe: 14 0.0 1.101 PL 27.58 PF -0.0 58 8.5 0.0 45.0 0.0 0.0 150 FTGE+T+5Z PE -0.5 18 9.6 0.0 44.5 0.0 0.000 TL 42.58 PV 0.0 Pipe: 15 53.8 1.598 PL 14.50 PF 1.1 30 8.5 0.0 81.2 0.0 8.7 150 FTG Z PE 0.0 Al 8.5 0.0 82.2 0.0 0.069 TL 15.50 PV 0.0 Pipe: 16 53.8 1.598 PL 28.59 PF 3.8 79 9.6 0.0 76.9 0.0 8.7 150 FTG * PE 0.5 30 8.5 0.0 81.2 0.0 0.069 TL 54.59 PV 0.0 * Fitting Equivalent Lengths = 26.0' E+2T+3Z Pipe: 17 12.2 1.101 PL 72.42 PF 2.6 65 9.6 0.0 74.7 0.0 4.2 150 FTG * PE 0.5 32 8.5 0.0 77.7 0.0 0.027 TL 93.42 PV 0.0 * Fitting Equivalent Lengths = 21' 2E+T+6Z Pipe: 18 7.1 1.101 PL 15.58 PF 0.3 79 9.6 0.0 76.9 0.0 2.4 150 FTGE+2T+Z PH 0.5 32 8.5 0.0 77.7 0.0 0.010 TL 34.58 PV 0.0 Pipe: 19 19.3 1.101 PL 51.33 PF 3.9 32 8.5 0.0 77.7 0.0 6.6 150 FTG E+4Z PE 0.0 33 8.5 0.0 81.6 0.0 0.064 TL 60.33 PV 0.0 Pipe: 20 19.3 1.101 PL 5.17 PF 0.6 33 8.5 0.0 81.6 0.0 6.6 150 FTG T PE 0.0 Al 8.5 0.0 82.2 0.0 0.064 TL 10.17 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #2 (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: 21 60.9 1.598 PL 14.25 PF 2.1 35 9.6 0.0 74.8 0.0 9.8 150 FTG T+2Z PE 0.0 79 9.6 0.0 76.9 0.0 0.087 TL 24.25 PV 0.0 Pipe: 22 5.2 1.394 PL 42.58 PF 0.1 65 9.6 0.0 74.7 0.0 1.1 150 FTG T+8Z PE 0.0 35 9.6 0.0 74.8 0.0 0.002 TL 58.58 PV 0.0 Pipe: 23 55.7 1.598 PL 16.34 PF 2.2 78 18.6 0.0 68.7 0.0 9.0 150 FTG 2E PE 3.9 35 9.6 0.0 74.8 0.0 0.074 TL 30.34 PV 0.0 Pipe: 24 20.4 1.101 PL159.00 PF 14.8 38 29.8 0.0 48.1 0.0 7.0 150 FTG * PE 0.0 39 29.8 0.0 62.9 0.0 0.071 TL209.00 PV 0.0 * Fitting Equivalent Lengths = 50.0' 2E+3T+21Z Pipe: 25 18.2 1.101 PL202.67 PF 14.8 38 29.8 0.0 48.1 0.0 6.2 150 FTG * PE 0.0 39 29.8 0.0 62.9 0.0 0.057 TL258.67 PV 0.0 * Fitting Equivalent Lengths = 56.0' E+4T+27Z Pipe: 26 38.7 1.394 PL 11.75 PF 1.3 40 18.6 0.0 51.7 0.0 8.2 150 FTG E PE -4.8 38 29.8 0.0 48.1 0.0 0.073 TL 17.75 PV 0.0 Pipe: 27 38.7 1.598 PL 16.08 PF 0.9 39 29.8 0.0 62.9 0.0 6.2 150 FTG E+Z PE 4.8 78 18.6 0.0 68.7 0.0 0.038 TL 24.08 PV 0.0 Pipe: 28 17.0 1.101 PL182.40 PF 16.2 40 18.6 0.0 51.7 0.0 5.8 150 FTG * PE -0.5 77 19.7 0.0 67.4 0.0 0.051 TL320.40 PV 0.0 * Fitting Equivalent Lengths = 138.0' 17E+7T+17Z Pipe: 29 55.7 1.394 PL 31.25 PF 10.8 76 18.6 0.0 40.9 0.0 11.8 150 FTG * PE 0.0 40 18.6 0.0 51.7 0.0 0.143 TL 75.25 PV 0.0 * Fitting Equivalent Lengths = 44.0' 5E+2T+2Z Pipe: 30 3.4 1.101 PL 38.81 PF 0.1 43 29.8 0.0 35.8 0.0 1.2 150 FTGE+T+5Z PE 0.0 48 29.8 0.0 35.9 0.0 0.003 TL 54.81 PV 0.0 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #2 (cant.) 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: 31 3.4 1.101 PL 9.87 PF 0.0 44 29.8 0.0 35.8 0.0 1.2 150 FTG 2Z PE 0.0 43 29.8 0.0 35.8 0.0 0.003 TL 11.87 PV 0.0 Pipe: 32 3.4 1.101 PL 92.74 PF 0.3 45 29.8 0.0 35.5 0.0 1.2 150 FTG E+10Z PE 0.0 44 29.8 0.0 35.8 0.0 0.003 TL107.74 PV 0.0 Pipe: 33 6.2 1.394 PL 3.67 PF 0.0 49 29.8 0.0 35.5 0.0 1.3 150 FTG T PE 0.0 45 29.8 0.0 35.5 0.0 0.002 TL 11.67 PV 0.0 Pipe: 34 2.8 1.101 PL138.36 PF 0.3 45 29.8 0.0 35.5 0.0 1.0 150 FTG * PE 0.0 46 29.8 0.0 35.8 0.0 0.002 TL177.36 PV 0.0 * Fitting Equivalent Lengths = 39' E+2T+24Z Pipe: 35 2.8 1.101 PL 8.98 PF 0.0 46 29.8 0.0 35.8 0.0 1.0 150 FTG Z PE 0.0 47 29.8 0.0 35.8 0.0 0.002 TL 9.98 PV 0.0 Pipe: 36 2.8 1.101 PL 41.92 PF 0.1 47 29.8 0.0 35.8 0.0 1.0 150 FTGE+T+5Z PE 0.0 48 29.8 0.0 35.9 0.0 0.002 TL 57.92 PV 0.0 Pipe: 37 6.2 1.394 PL 15.92 PF 0.1 48 29.8 0.0 35.9 0.0 1.3 150 FTG E+T+Z PE 4.8 76 18.6 0.0 40.9 0.0 0.002 TL 28.92 PV 0.0 Pipe: 38 6.2 1.598 PL 10.08 PF 0.0 50 19.7 0.0 39.8 0.0 1.0 150 FTG T PE -4.4 49 29.8 0.0 35.5 0.0 0.001 TL 18.08 PV 0.0 Pipe: 39 23.6 1.598 PL 4.58 PF 0.2 66 19.7 0.0 39.6 0.0 3.8 150 FTG T PE 0.0 50 19.7 0.0 39.8 0.0 0.015 TL 12.58 PV 0.0 Pipe: 40 17.4 1.598 PL 14.75 PF 0.3 50 19.7 0.0 39.8 0.0 2.8 150 FTG E+T PE 4.4 61 9.6 0.0 44.5 0.0 0.009 TL 29.75 PV 0.0 Pipe: 41 5.0 1.101 PL 74.54 PF 0.5 53 8.5 0.0 45.0 0.0 1.7 150 FTG * PE -0.5 52 9.6 0.0 45.1 0.0 0.005 TL102.54 PV 0.0 * Fitting Equivalent Lengths = 28' 3E+T+7Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #2 (cant.) 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: 42 17.4 1.394 PL 43.67 PF 1.3 52 9.6 0.0 45.1 0.0 3.7 150 FTG 5E+2Z PE 0.0 62 9.6 0.0 46.3 0.0 0.017 TL 75.67 PV 0.0 Pipe: 43 12.4 1.394 PL 43.33 PF 0.6 61 9.6 0.0 44.5 0.0 2.6 150 FTG 3T+5Z PE 0.0 52 9.6 0.0 45.1 0.0 0.009 TL 68.33 PV 0.0 Pipe: 44 5.0 1.394 PL 6.38 PF 0.0 54 8.5 0.0 45.0 0.0 1.1 150 FTG ---- PE 0.0 53 8.5 0.0 45.0 0.0 0.002 TL 6.38 PV 0.0 Pipe: 45 5.0 1.394 PL 11.58 PF 0.1 61 9.6 0.0 44.5 0.0 1.1 150 FTG E+2T PH 0.5 54 8.5 0.0 45.0 0.0 0.002 TL 31.58 PV 0.0 Pipe: 46 0.0 1.394 PL 4.50 PF -0.0 54 8.5 0.0 45.0 0.0 0.0 150 FTG 2Z PE 0.0 58 8.5 0.0 45.0 0.0 0.000 TL 6.50 PV 0.0 Pipe: 47 -0.0 1.101 PL 10.33 PF 0.0 56 8.5 0.0 45.0 0.0 0.0 150 FTG 2Z PE 0.0 57 8.5 0.0 45.0 0.0 0.000 TL 12.33 PV 0.0 Pipe: 48 1 -0.0 1.101 PL 41.00 PF 0.0 58 8.5 0.0 45.0 0.0 0.0 150 FTG E+6Z PE 0.0 56 8.5 0.0 45.0 0.0 0.000 TL 52.00 PV 0.0 Pipe: 49 17.4 1.101 PL 16.67 PF 1.5 63 8.5 0.0 54.9 0.0 5.9 150 FTGE+T+2Z PE 0.0 64 8.5 0.0 56.4 0.0 0.053 TL 28.67 PV 0.0 Pipe: 50 17.4 1.101 PL198.77 PF 18.7 64 8.5 0.0 56.4 0.0 5.9 150 FTG * PE -0.5 65 9.6 0.0 74.7 0.0 0.053 TL355.77 PV 0.0 * Fitting Equivalent Lengths = 157.0' 20E+8T+17Z Pipe: 51 23.6 1.394 PL 4.83 PF 0.5 67 18.6 0.0 39.6 0.0 5.0 150 FTG 2E PE -0.5 66 19.7 0.0 39.6 0.0 0.029 TL 17.83 PV 0.0 Pipe: 52 23.6 1.394 PL 36.08 PF 1.8 71 19.7 0.0 37.3 0.0 5.0 150 FTG * PE 0.5 67 18.6 0.0 39.6 0.0 0.029 TL 60.08 PV 0.0 * Fitting Equivalent Lengths = 24' 2E+T+6Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #2 (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 23.6 1.101 PL 37.25 PF 5.5 72 18.6 0.0 32.3 0.0 8.0 150 FTG * PE -0.5 71 19.7 0.0 37.3 0.0 0.093 TL 59.25 PV 0.0 * Fitting Equivalent Lengths = 22.01 3E+T+2Z Pipe: 54 23.6 0.874 PL 1.08 PF 3.2 73 19.7 0.0 28.7 0.0 12.8 150 FTG 2E PH 0.5 72 18.6 0.0 32.3 0.0 0.285 TL 11.08 PV 0.0 Pipe: 55 29.5 1.101 PL 16.67 PF 4.1 74 18.6 0.0 17.6 0.0 10.0 150 FTGE+T+3Z PE 0.0 75 18.6 0.0 21.7 0.0 0.139 TL 29.67 PV 0.0 Pipe: 56 49.5 1.101 PL 24.75 PF 19.2 75 18.6 0.0 21.7 0.0 16.8 150 FTG * PE 0.0 76 18.6 0.0 40.9 0.0 0.363 TL 52.75 PV 0.0 * Fitting Equivalent Lengths = 28.01 4E+T+2Z Pipe: 57 17.0 1.394 PL 19.17 PF 0.8 77 19.7 0.0 67.4 0.0 3.6 150 FTG * PH 0.5 78 18.6 0.0 68.7 0.0 0.016 TL 51.17 PV 0.0 * Fitting Equivalent Lengths = 32.0' 3E+2T+2Z Pipe: 58 73.1 1.598 PL 3.50 PF 0.7 Al 8.5 0.0 82.2 0.0 11.8 150 FTG H PE 0.0 W 8.5 0.0 82.9 0.0 0.122 TL 5.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 04/07/2003 JOB TITLE: KELLY RANCH BUILDING TYPE 1 REMOTE AREA #2 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 73 82.9 psi Elevation Change 8 1 6" 3.7 1 Pipe 1-1/2" PV 9' 150 1.598 73 1.1 1 1-1/2" Thrd Butterfly Valve Milwauk 2' 120 1.610 73 0.3 1 1-1/2" Thrd Check Valve CSC "F18" 9' 120 1.610 73 1.6 2 1-1/2" CPVC 90 Ell 14' 120 1.610 73 3.5 Hydr Ref Rl Required at BASE OF RISER 73 93.1 psi 1 4" x 1-1/2" Flngd Reducer 0' 120 4.026 73 0.0 7 411 Flngd 90 Ell 70' 120 4.026 73 0.1 2 4" Flngd Tee 40' 120 4.026 73 0.1 1 Pipe 41 C9 CLASS 200 322' 150 4.070 73 0.4 1 4" Flngd Back Flow Valve FEBCO 11 876 CHART LOSS 73 3.5 3 4" Flngd 90 Ell 30' 120 4.026 73 0.1 3 4" Flngd Tee 60' 120 4.026 73 0.1 5 4" Flngd Gate Valve CSC 11 722U" 10' 120 4.026 73 0.0 1 Pipe 4" C9 CLASS 200 822' 150 4.070 73 1.1 1 8" x 811 x 4" Flngd Tee 35' 120 8.071 73 0.0 Fixed Flow HOSE ALLOWANCE 100 gpm Hydr Ref R2 Required at Source 173 98.4 psi Water Source117.3 psi static,107.3 psi residual @ 1635 gpm 173 gpm 117.2 psi SAFETY PRESSURE 18.7 psi NOTE: Water Source has been adjusted to include a change of elevation of 54" flow test to point of connection SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 04/07/2003 JOB TITLE: KELLY RANCH AUTOMATIC FIRE SPRINKLERS, INC. 7272 MARS DRIVE HUNTINGTON BEACH, CA 92647 HYDRAULIC CALCULATIONS FOR KELLY RANCH BUILDING #5, TYPE 1 REMOTE AREA #3 -DESIGN DATA- OCCUPANCY CLASSIFICATION : LIGHT DENSITY : 0.05 gpm/sq. ft. AREA OF APPLICATION: RESIDENTIAL COVERAGE PER SPRINKLER : 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 TOTAL SPRINKLER WATER FLOW REQUIRED: 74 gpm TOTAL WATER REQUIRED (including Hose): 174 gpm FLOW & PRESSURE (at Base of Riser) : 74 gpm @ 95.6 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: AUTHORITY HAVING JURISDICTION: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/07/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA BUILDING TYPE 1 REMOTE AREA #3 SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS ® DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 115.0 105.0 1635.0 117.2 174.1 101.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 174.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM TOTAL HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 74.1 GPM NODE ANALYSIS DATA BUILDING TYPE 1 REMOTE AREA #3 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 7 19.7 - - - - 38.8 - - - 9 19.7 - - - - 13.7 - - - 9S 19.2 K= 4.90 13.1 17.8 10 19.7 - - - - 16.0 - - - lOS 19.2 K= 4.90 15.5 19.3 11 19.7 - - - - 12.8 - - - llS 19.2 K= 4.90 12.3 17.2 12 19.7 - - - - 16.9 - - - 12S 17.9 K= 4.90 16.4 19.9 15 9.6 - - - - 46.8 - - - 17 9.6 - - - - 35.2 - - 18 9.6 - - - - 35.2 - - - 30 8.5 - - - - 83.5 - - - 32 8.5 - - - - 80.0 - - - 33 8.5 - - - - 83.9 - - - 35 9.6 - - - - 77.0 - - - 38 29.8 - - - - 51.7 - - - 39 29.8 - - - - 65.4 - - - 40 18.6 - - - - 55.3 - - - 43 29.8 - - - - 35.1 - - - 44 29.8 - - - - 34.3 - - - 45 29.8 - - - - 27.3 - - - 46 29.8 - - - - 35.5 - - - 47 29.8 - - - - 36.0 - - - 48 29.8 - - - - 38.6 - - - 49 29.8 - - - - 26.6 - - - 50 19.7 - - - - 30.4 - - - 52 9.6 - - - - 36.0 - - - 53 8.5 - - - - 35.7 - - - 54 8.5 - - - - 35.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/07/2003 JOB TITLE: KELLY RANCH NODE ANALYSIS DATA BUILDING TYPE 1 REMOTE AREA 43 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 56 8.5 - - - - 35.7 - - - 57 8.5 - - - - 35.7 - - - 58 8.5 - - - - 35.7 - - - 61 9.6 - - - - 35.1 - - - 62 9.6 - - - - 37.7 - - - 63 8.5 - - - - 49.4 - - - 64 8.5 - - - - 51.5 - - - 65 9.6 - - - - 76.8 - - - 66 19.7 - - - - 29.5 - - - 67 18.6 - - - - 26.4 - - - 68 19.7 - - - 20.4 - - - 69 19.7 - - - - 14.5 - - - 70 19.7 - - - - 18.1 - - - 71 19.7 - - - - 26.9 - - - 72 18.6 - - - - 30.6 - - - 73 19.7 - - - - 32.0 - - - 74 18.6 - - - - 40.9 - - - 75 18.6 - - - - 42.4 - - - 76 18.6 - - - - 45.3 - - - 77 19.7 - - - - 69.8 - - - 78 18.6 - - - - 71.0 - - - 79 9.6 - - - - 79.2 - - - Al 8.5 - - - - 84.6 - - - W 8.5 TOP OF RISER 85.3 74.1 Nodes with TI5TI indicate a node at the top of a sprig or bottom of drop pendent. The node without an 11S" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #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 17.7 1.101 PL 79.22 PF 6.8 73 19.7 0.0 32.0 0.0 6.0 150 FTG * PE 0.0 7 19.7 0.0 38.8 0.0 0.054 TL125.22 PV 0.0 * Fitting Equivalent Lengths = 46.0' 6E+2T+6Z Pipe: 2 17.7 1.101 PL 14.55 PF 1.6 7 19.7 0.0 38.8 0.0 6.0 150 FTG 2E+T PE 0.5 74 18.6 0.0 40.9 0.0 0.054 TL 29.55 PV 0.0 Pipe: 3 -17.8 0.874 PL 0.50 PF 0.8 9S 19.2 4.9 13.1 17.8 9.6 150 FTG E PE -0.2 9 19.7 0.0 13.7 0.0 0.168 TL 4.50 PV 0.0 Pipe: 4 17.8 0.874 PL 4.00 PF 0.8 9 19.7 0.0 13.7 0.0 9.6 150 FTG Z PE 0.0 69 19.7 0.0 14.5 0.0 0.168 TL 5.00 PV 0.0 Pipe: 5 34.9 1.101 PL 6.67 PF 1.5 69 19.7 0.0 14.5 0.0 11.9 150 FTG Z PE 0.0 10 19.7 0.0 16.0 0.0 0.191 TL 7.67 PV 0.0 Pipe: 6 -19.3 0.874 PL 0.50 PF 0.7 lOS 19.2 4.9 15.5 19.3 6.6 150 FTG T PE -0.2 10 19.7 0.0 16.0 0.0 0.431 TL 3.50 PV 0.0 Pipe: 7 54.2 1.101 PL 4.33 PF 4.5 10 19.7 0.0 16.0 0.0 18.5 150 FTG T PE 0.0 68 19.7 0.0 20.4 0.0 0.431 TL 10.33 PV 0.0 Pipe: 8 -17.2 0.874 PL 0.50 PF 0.7 11S 19.2 4.9 12.3 17.2 9.3 150 FTG E PE -0.2 11 19.7 0.0 12.8 0.0 0.158 TL 4.50 PV 0.0 Pipe: 9 17.2 0.874 PL 8.08 PF 1.8 11 19.7 0.0 12.8 0.0 9.3 150 FTG T PE 0.0 69 19.7 0.0 14.5 0.0 0.158 TL 11.08 PV 0.0 Pipe: 10 -19.9 0.874 PL 1.75 PF 1.2 12S 17.9 4.9 16.4 19.9 10.7 150 FTG E PE -0.8 12 19.7 0.0 16.9 0.0 0.207 TL 5.75 PV 0.0 Pipe: 11 19.9 0.874 PL 3.08 PF 1.3 12 19.7 0.0 16.9 0.0 10.7 150 FTG T PE 0.0 70 19.7 0.0 18.1- 0.0 0.207 TL 6.08 PV 0.0 ) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #3 (cant.) 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 20.7 1.101 PL 14.55 PF 2.1 15 9.6 0.0 46.8 0.0 7.0 150 FTG 2E+T PE 0.5 63 8.5 0.0 49.4 0.0 0.073 TL 29.55 PV 0.0 Pipe: 13 20.7 1.101 PL 77.89 PF 9.1 62 9.6 0.0 37.7 0.0 7.0 150 FTG * PE 0.0 15 9.6 0.0 46.8 0.0 0.073 TL124.89 PV 0.0 * Fitting Equivalent Lengths = 47.0' 6E-i-2T+6Z Pipe: 14 0.0 1.101 PL 10.33 PF 0.0 18 9.6 0.0 35.2 0.0 0.0 150 FTG 2Z PE 0.0 17 9.6 0.0 35.2 0.0 0.000 TL 12.33 PV 0.0 Pipe: 15 0.0 1.101 PL 25.92 PF 0.0 17 9.6 0.0 35.2 0.0 0.0 150 FTG * PE 0.5 57 8.5 0.0 35.7 0.0 0.000 TL 42.92 PV 0.0 * Fitting Equivalent Lengths = 17' 2E+T+2Z Pipe: 16 0.0 1.101 PL 27.58 PF -0.0 58 8.5 0.0 35.7 0.0 0.0 150 FTGE+T+5Z PE -0.5 18 9.6 0.0 35.2 0.0 0.000 TL 42.58 PV 0.0 Pipe: 17 54.5 1.598 PL 14.50 PF 1.1 30 8.5 0.0 83.5 0.0 8.8 150 FTG Z PE 0.0 Al 8.5 0.0 84.6 0.0 0.071 TL 15.50 PV 0.0 Pipe: 18 54.5 1.598 PL 28.59 PF 3.9 79 9.6 0.0 79.2 0.0 8.8 150 FTG * PE 0.5 30 8.5 0.0 83.5 0.0 0.071 TL 54.59 PV 0.0 * Fitting Equivalent Lengths = 26.0' E+2T+3Z Pipe: 19 12.6 1.101 PL 72.42 PF 2.7 65 9.6 0.0 76.8 0.0 4.3 150 FTG * PE 0.5 32 8.5 0.0 80.0 0.0 0.029 TL 93.42 PV 0.0 * Fitting Equivalent Lengths = 21' 2E+T+6Z Pipe: 20 7.0 1.101 PL 15.58 PF 0.3 79 9.6 0.0 79.2 0.0 2.4 150 FTGE+2T+Z PE 0.5 32 8.5 0.0 80.0 0.0 0.010 TL 34.58 PV 0.0 Pipe: 21 19.6 1.101 PL 51.33 PF 4.0 32 8.5 0.0 80.0 0.0 6.7 150 FTG E+4Z PE 0.0 33 8.5 0.0 83.9 0.0 0.066 TL 60.33 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #3 (cant.) 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: 22 19.6 1.101 PL 5.17 PF 0.7 33 8.5 0.0 83.9 0.0 6.7 150 FTG T PE 0.0 Al 8.5 0.0 84.6 0.0 0.066 TL 10.17 PV 0.0 Pipe: 23 61.5 1.598 PL 14.25 PF 2.1 35 9.6 0.0 77.0 0.0 9.9 150 FTG T+2Z PE 0.0 79 9.6 0.0 79.2 0.0 0.089 TL 24.25 PV 0.0 Pipe: 24 8.1 1.394 PL 42.58 PF 0.2 65 9.6 0.0 76.8 0.0 1.7 150 FTG T+8Z PE 0.0 35 9.6 0.0 77.0 0.0 0.004 TL 58.58 PV 0.0 Pipe: 25 53.4 1.598 PL 16.34 PF 2.1 78 18.6 0.0 71.0 0.0 8.6 150 FTG 2E PE 3.9 35 9.6 0.0 77.0 0.0 0.068 TL 30.34 PV 0.0 Pipe: 26 19.6 1.101 PL159.00 PF 13.7 38 29.8 0.0 51.7 0.0 6.7 150 FTG * PE 0.0 39 29.8 0.0 65.4 0.0 0.066 TL209.00 PV 0.0 * Fitting Equivalent Lengths = 50.0' 2E+3T+21Z Pipe: 27 17.5 1.101 PL202.67 PF 13.7 38 29.8 0.0 51.7 0.0 5.9 150 FTG * PE 0.0 39 29.8 0.0 65.4 0.0 0.053 TL258.67 PV 0.0 * Fitting Equivalent Lengths = 56.0' E+4T+27Z Pipe: 28 37.1 1.394 PL 11.75 PF 1.2 40 18.6 0.0 55.3 0.0 7.9 150 FTG H PE -4.8 38 29.8 0.0 51.7 0.0 0.068 TL 17.75 PV 0.0 Pipe: 29 37.1 1.598 PL 16.08 PF 0.8 39 29.8 0.0 65.4 0.0 6.0 150 FTG E+Z PE 4.8 78 18.6 0.0 71.0 0.0 0.035 TL 24.08 PV 0.0 Pipe: 30 16.3 1.101 PL182.40 PF 15.0 40 18.6 0.0 55.3 0.0 5.6 150 FTG * PE -0.5 77 19.7 0.0 69.8 0.0 0.047 TL320.40 PV 0.0 * Fitting Equivalent Lengths = 138.0' 17E+7T+17Z Pipe: 31 53.4 1.394 PL 31.25 PF 10.0 76 18.6 0.0 45.3 0.0 11.3 150 FTG * PE 0.0 40 18.6 0.0 55.3 0.0 0.133 TL 75.25 PV 0.0 * Fitting Equivalent Lengths = 44.0' 5E+2T+2Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #3 (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: 32 19.5 1.101 PL 38.81 PF 3.6 43 29.8 0.0 35.1 0.0 6.6 150 FTGE-i-T+5Z PE 0.0 48 29.8 0.0 38.6 0.0 0.065 TL 54.81 PV 0.0 Pipe: 33 19.5 1.101 PL 9.87 PF 0.8 44 29.8 0.0 34.3 0.0 6.6 150 FTG 2Z PE 0.0 43 29.8 0.0 35.1 0.0 0.065 TL 11.87 PV 0.0 Pipe: 34 19.5 1.101 PL 92.74 PF 7.0 45 29.8 0.0 27.3 0.0 6.6 150 FTG E-i-10Z PE 0.0 44 29.8 0.0 34.3 0.0 0.065 TL107.74 PV 0.0 Pipe: 35 35.7 1.394 PL 3.67 PF 0.7 49 29.8 0.0 26.6 0.0 7.6 150 FTG T PE 0.0 45 29.8 0.0 27.3 0.0 0.063 TL 11.67 PV 0.0 Pipe: 36 16.2 1.101 PL138.36 PF 8.2 45 29.8 0.0 27.3 0.0 5.5 150 FTG * PE 0.0 46 29.8 0.0 35.5 0.0 0.046 TL177.36 PV 0.0 * Fitting Equivalent Lengths = 39' E+2T+24Z Pipe: 37 16.2 1.101 PL 8.98 PF 0.5 46 29.8 0.0 35.5 0.0 5.5 150 FTG Z PE 0.0 47 29.8 0.0 36.0 0.0 0.046 TL 9.98 PV 0.0 Pipe: 38 16.2 1.101 PL 41.92 PF 2.7 47 29.8 0.0 36.0 0.0 5.5 150 FTGE+T+5Z PE 0.0 48 29.8 0.0 38.6 0.0 0.046 TL 57.92 PV 0.0 Pipe: 39 35.7 1.394 PL 15.92 PF 1.8 48 29.8 0.0 38.6 0.0 7.6 150 FTG E+T+Z PE 4.8 76 18.6 0.0 45.3 0.0 0.063 TL 28.92 PV 0.0 Pipe: 40 35.7 1.598 PL 10.08 PF 0.6 50 19.7 0.0 30.4 0.0 5.8 150 FTG T PE -4.4 49 29.8 0.0 26.6 0.0 0.032 TL 18.08 PV 0.0 Pipe: 41 56.4 1.598 PL 4.58 PF 0.9 66 19.7 0.0 29.5 0.0 9.1 150 FTG T PE 0.0 50 19.7 0.0 30.4 0.0 0.075 TL 12.58 PV 0.0 Pipe: 42 20.7 1.598 PL 14.75 PF 0.4 50 19.7 0.0 30.4 0.0 3.3 150 FTG E+T PE 4.4 61 9.6 0.0 35.1 0.0 0.012 TL 29.75 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #3 (cant.) 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: 43 20.7 1.394 PL 43.67 PF 1.7 52 9.6 0.0 36.0 0.0 4.4 150 FTG 5E+2Z PE 0.0 62 9.6 0.0 37.7 0.0 0.023 TL 75.67 PV 0.0 Pipe: 44 14.7 1.394 PL 43.33 PF 0.8 61 9.6 0.0 35.1 0.0 3.1 150 FTG 3T+5Z PE 0.0 52 9.6 0.0 36.0 0.0 0.012 TL 68.33 PV 0.0 Pipe: 45 6.0 1.101 PL 74.54 PF 0.7 53 8.5 0.0 35.7 0.0 2.0 150 FTG * PE -0.5 52 9.6 0.0 36.0 0.0 0.007 TL102.54 PV 0.0 * Fitting Equivalent Lengths = 28' 3E+T+7Z Pipe: 46 6.0 1.394 PL 6.38 PF 0.0 54 8.5 0.0 35.7 0.0 1.3 150 FTG ---- PE 0.0 53 8.5 0.0 35.7 0.0 0.002 TL 6.38 PV 0.0 Pipe: 47 6.0 1.394 PL 11.58 PF 0.1 61 9.6 0.0 35.1 0.0 1.3 150 FTG E+2T PE 0.5 54 8.5 0.0 35.7 0.0 0.002 TL 31.58 PV 0.0 Pipe: 48 0.0 1.394 PL 4.50 PF -0.0 54 8.5 0.0 35.7 0.0 0.0 150 FTG 2Z PE 0.0 58 8.5 0.0 35.7 0.0 0.000 TL 6.50 PV 0.0 Pipe: 49 -0.0 1.101 PL 41.00 PF 0.0 58 8.5 0.0 35.7 0.0 0.0 150 FTG E+6Z PE 0.0 56 8.5 0.0 35.7 0.0 0.000 TL 52.00 PV 0.0 Pipe: 50 -0.0 1.101 PL 10.33 PF 0.0 56 8.5 0.0 35.7 0.0 0.0 150 FTG 2Z PE 0.0 57 8.5 0.0 35.7 0.0 0.000 TL 12.33 PV 0.0 Pipe: 51 20.7 1.101 PL 16.67 PF 2.1 63 8.5 0.0 49.4 0.0 7.0 150 FTGE+T+2Z PE 0.0 64 8.5 0.0 51.5 0.0 0.073 TL 28.67 PV 0.0 Pipe: 52 20.7 1.101 PL198.77 PF 25.8 64 8.5 0.0 51.5 0.0 7.0 150 FTG * PE -0.5 65 9.6 0.0 76.8 0.0 0.073 TL355.77 PV 0.0 * Fitting Equivalent Lengths = 157.0' 20E+8T+17Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA 13 (cant.) 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 56.4 1.394 PL 4.83 PF 3.5 67 18.6 0.0 26.4 0.0 12.0 150 FTG 2E+T PE -0.5 66 19.7 0.0 29.5 0.0 0.147 TL 23.83 PV 0.0 Pipe: 54 17.7 1.394 PL 36.08 PF 0.9 67 18.6 0.0 26.4 0.0 3.8 150 FTG 2E+7Z PE -0.5 71 19.7 0.0 26.9 0.0 0.017 TL 55.08 PV 0.0 Pipe: 55 74.1 1.394 PL 10.67 PF 5.5 68 19.7 0.0 20.4 0.0 15.7 150 FTG 2E PE 0.5 67 18.6 0.0 26.4 0.0 0.243 TL 22.67 PV 0.0 Pipe: 56 19.9 0.874 PL 4.17 PF 2.3 70 19.7 0.0 18.1 0.0 10.7 150 FTG T+Z PE 0.0 68 19.7 0.0 20.4 0.0 0.207 TL 11.17 PV 0.0 Pipe: 57 17.7 1.101 PL 37.25 PF 3.2 71 19.7 0.0 26.9 0.0 6.0 150 FTG * PE 0.5 72 18.6 0.0 30.6 0.0 0.054 TL 59.25 PV 0.0 * Fitting Equivalent Lengths = 22' 3E+T+2Z Pipe: 58 17.7 0.874 PL 1.08 PF 1.9 72 18.6 0.0 30.6 0.0 9.6 150 FTG 2E PE -0.5 73 19.7 0.0 32.0 0.0 0.168 TL 11.08 PV 0.0 Pipe: 59 17.7 1.101 PL 16.67 PF 1.6 74 18.6 0.0 40.9 0.0 6.0 150 FTGE+T+2Z PE 0.0 75 18.6 0.0 42.4 0.0 0.054 TL 28.67 PV 0.0 Pipe: 60 17.7 1.101 PL 24.75 PF 2.9 75 18.6 0.0 42.4 0.0 6.0 150 FTG * PE 0.0 76 18.6 0.0 45.3 0.0 0.054 TL 52.75 PV 0.0 * Fitting Equivalent Lengths = 28.0' 4E+T+2Z Pipe: 61 16.3 1.394 PL 19.17 PF 0.8 77 19.7 0.0 69.8 0.0 3.5 150 FTG * PE 0.5 78 18.6 0.0 71.0 0.0 0.015 TL 51.17 PV 0.0 * Fitting Equivalent Lengths = 32.0' 3E+2T+2Z Pipe: 62 74.1 1.598 PL 3.50 PF 0.7 Al 8.5 0.0 84.6 0.0 12.0 150 FTG E PE 0.0 W 8.5 0.0 85.3 0.0 0.125 TL 5.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 04/07/2003 JOB TITLE: KELLY RANCH BUILDING TYPE 1 REMOTE AREA #3 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 74 85.3 Psi Elevation Change 8 1 611 3.7 1 Pipe 1-1/2" PV 9' 150 1.598 74 1.1 1 1-1/2" Thrd Butterfly Valve Milwauk 2' 120 1.610 74 0.3 1 1_1/2 11 Thrd Check Valve CSC 'TF18" 9' 120 1.610 74 1.6 2 1-1/2" CPVC 90 Ell 14' 120 1.610 74 3.6 Hydr Ref Rl Required at BASE OF RISER 74 95.6 psi 1 4" x 1-1/2" Flngd Reducer 0' 120 4.026 74 0.0 7 4" Flngd 90 Ell 70' 120 4.026 74 0.2 2 4" Flngd Tee 40' 120 4.026 74 0.1 1 Pipe 4" C9 CLASS 200 322' 150 4.070 74 0.4 1 4" Flngd Back Flow Valve FEBCO 11876 CHART LOSS 74 3.5 3 4" Flngd 90 Ell 30' 120 4.026 74 0.1 3 4" Flngd Tee 60' 120 4.026 74 0.1 5 4" Flngd Gate Valve CSC 11722U" 10' 120 4.026 74 0.0 1 Pipe 4" C9 CLASS 200 822' 150 4.070 74 1.1 1 8" x 81 x 4" Flngd Tee 35' 120 8.071 74 0.0 Fixed Flow HOSE ALLOWANCE 100 gpm Hydr Ref R2 Required at Source 174 101.1 psi Water Source117.3 psi static,107.3 psi residual © 1635 gpm 174 gpm 117.2 psi SAFETY PRESSURE 16.1 psi NOTE: Water Source has been adjusted to include a change of elevation of 51 4" flow test to point of connection SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 04/07/2003 JOB TITLE: KELLY RANCH AUTOMATIC FIRE SPRINKLERS, INC. 7272 MARS DRIVE HUNTINGTON BEACH, CA 92647 HYDRAULIC CALCULATIONS FOR KELLY RANCH BUILDING *5, TYPE 1 REMOTE AREA *4 -DESIGN DATA- OCCUPANCY CLASSIFICATION : LIGHT DENSITY : 0.05 gpm/sq. ft. AREA OF APPLICATION: RESIDENTIAL COVERAGE PER SPRINKLER : 400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 TOTAL SPRINKLER WATER FLOW REQUIRED: 69 gpm TOTAL WATER REQUIRED (including Hose): 169 gpm FLOW & PRESSURE (at Base of Riser) : 69 gpm @ 91.9 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: AUTHORITY HAVING JURISDICTION: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/07/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA BUILDING TYPE 1 REMOTE AREA #4 SOURCE STATIC RESID FLOW AVAIL TOTAL NODE PRESS PRESS ® PRESS © DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SOURCE 115.0 105.0 1635.0 117.2 169.3 Page 2 PRESS (PSI) 97.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 169.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM TOTAL HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 69.3 GPM NODE ANALYSIS DATA BUILDING TYPE 1 REMOTE AREA #4 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 7 19.7 - - - - 53.8 - - - 13 9.6 - - - - 8.6 - - - 13S 7.8 K= 4.90 8.7 14.5 14 9.6 - - - - 12.6 - - - 14S 9.1 K= 4.90 12.2 17.1 15 9.6 - - - - 17.2 - - - 15S 9.1 K= 4.90 16.7 20.0 16 8.5 - - - - 13.4 - - - 16S 7.8 K= 4.90 13.1 17.8 17 9.6 - - - - 51.6 - - - 18 9.6 - - - - 51.6 - - - 30 8.5 - - - - 80.8 - - - 32 8.5 - - - - 77.6 - - - 33 8.5 - - - - 81.1 - - - 35 9.6 - - - - 75.1 - - - 38 29.8 - - - - 57.7 - - - 39 29.8 - - - - 64.8 - - - 40 18.6 - - - - 62.0 - - - 43 29.8 - - - - 48.9 - - - 44 29.8 - - - - 48.4 - - - 45 29.8 - - - - 44.4 - - - 46 29.8 - - - -. 49.1 - - - 47 29.8 - - - - 49.4 - - - 48 29.8 - - - - 50.9 - - - 49 29.8 - - - - 44.0 - - - 50 19.7 - - - - 48.2 - - - 52 9.6 - - - - 49.3 - - - 53 8.5 - - - - 52.0 - - - 54 8.5 - - - - 52.1 - - - 56 8.5 - - - - 52.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/07/2003 JOB TITLE: KELLY RANCH NODE ANALYSIS DATA BUILDING TYPE 1 REMOTE AREA #4 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 57 8.5 - - - - 52.1 - - - 58 8.5 - - - - 52.1 - - - 61 9.6 - - - - 51.8 - - - 62 9.6 - - - - 44.1 - - - 63 8.5 - - - - 16.0 - - - 64 8.5 - - - - 17.1 - - - 65 9.6 - - - - 74.0 - - - 66 19.7 - - - - 48.3 - - - 67 18.6 - - - - 48.9 - - - 71 19.7 - - - - 48.8 - - - 72 18.6 - - - - 50.6 - - - 73 19.7 - - - - 50.9 - - - 74 18.6 - - - - 54.9 - - - 75 18.6 - - - - 55.6 - - - 76 18.6 - - - - 56.8 - - - 77 19.7 - - - - 69.3 - - - 78 18.6 - - - - 70.1 - - - 79 9.6 - - - - 76.9 - - - Al 8.5 - - - - 81.7 - - - W 8.5 TOP OF RISER 82.3 69.3 Nodes with TS" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #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 11.1 1.101 PL 79.22 PF 2.8 73 19.7 0.0 50.9 0.0 3.8 150 FTG * PE 0.0 7 19.7 0.0 53.8 0.0 0.023 TL125.22 PV 0.0 * Fitting Equivalent Lengths = 46.0' 6E+2T+6Z Pipe: 2 11.1 1.101 PL 14.55 PF 0.7 7 19.7 0.0 53.8 0.0 3.8 150 FTG 2E+T PE 0.5 74 18.6 0.0 54.9 0.0 0.023 TL 29.55 PV 0.0 Pipe: 3 -14.5 0.874 PL 1.75 PF 0.7 13S 7.8 4.9 8.7 14.5 7.8 150 FTG E PE -0.8 13 9.6 0.0 8.6 0.0 0.115 TL 5.75 PV 0.0 Pipe: 4 14.5 0.874 PL 15.42 PF 4.0 13 9.6 0.0 8.6 0.0 7.8 150 FTG * PE 0.0 14 9.6 0.0 12.6 0.0 0.115 TL 34.42 PV 0.0 * Fitting Equivalent Lengths = 19.0' 3E+2T+Z Pipe: 5 -17.1 0.874 PL 0.50 PF 0.6 14S 9.1 4.9 12.2 17.1 5.8 150 FTG T PE -0.2 14 9.6 0.0 12.6 0.0 0.159 TL 3.50 PV 0.0 Pipe: 6 31.6 1.101 PL 8.92 PF 3.0 14 9.6 0.0 12.6 0.0 10.8 150 FTG 2E PE 0.5 63 8.5 0.0 16.0 0.0 0.159 TL 18.92 PV 0.0 Pipe: 7 17.4 1.101 P11 14.55 PF 1.6 63 8.5 0.0 16.0 0.0 5.9 150 FTG2E+T+Z PE -0.5 15 9.6 0.0 17.2 0.0 0.053 TL 30.55 PV 0.0 Pipe: 8 -20.0 0.874 PL 0.50 PF 0.7 15S 9.1 4.9 16.7 20.0 10.8 150 FTG T PE -0.2 15 9.6 0.0 17.2 0.0 0.217 TL 3.50 PV 0.0 Pipe: 9 37.4 1.101 PL 77.89 PF 26.9 15 9.6 0.0 17.2 0.0 12.7 150 FTG * PE 0.0 62 9.6 0.0 44.1 0.0 0.217 TL123.89 PV 0.0 * Fitting Equivalent Lengths = 46' 65+2T+5Z Pipe: 10 -17.8 0.874 P11 0.67 PF 0.6 16S 7.8 4.9 13.1 17.8 9.6 150 FTG T PE -0.3 16 8.5 0.0 13.4 0.0 0.168 TL 3.67 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #4 (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: 11 17.8 0.874 PL 11.70 PF 3.6 16 8.5 0.0 13.4 0.0 9.6 150 FTG * PE 0.0 64 8.5 0.0 17.1 0.0 0.168 TL 21.70 PV 0.0 * Fitting Equivalent Lengths = 10.0' 2T+45L+Z Pipe: 12 0.0 1.101 PL 25.92 PF 0.0 17 9.6 0.0 51.6 0.0 0.0 150 FTG * PE 0.5 57 8.5 0.0 52.1 0.0 0.000 TL 42.92 PV 0.0 * Fitting Equivalent Lengths = 17' 2E+T+2Z Pipe: 13 0.0 1.101 PL 10.33 PF 0.0 18 9.6 0.0 51.6 0.0 0.0 150 FTG 2Z PE 0.0 17 9.6 0.0 51.6 0.0 0.000 TL 12.33 PV 0.0 Pipe: 14 0.0 1.101 PL 27.58 PF -0.0 58 8.5 0.0 52.1 0.0 0.0 150 FTGE+T+5Z PE -0.5 18 9.6 0.0 51.6 0.0 0.000 TL 42.58 PV 0.0 Pipe: 15 50.8 1.598 PL 14.50 PF 1.0 30 8.5 0.0 80.8 0.0 8.2 150 FTG Z PE 0.0 Al 8.5 0.0 81.7 0.0 0.062 TL 15.50 PV 0.0 Pipe: 16 50.8 1.598 PL 28.59 PF 3.4 79 9.6 0.0 76.9 0.0 8.2 150 FTG * PE 0.5 30 8.5 0.0 80.8 0.0 0.062 TL 54.59 PV 0.0 * Fitting Equivalent Lengths = 26.0' E+2T+3Z Pipe: 17 13.5 1.101 PL 72.42 PF 3.1 65 9.6 0.0 74.0 0.0 4.6 150 FTG * PE 0.5 32 8.5 0.0 77.6 0.0 0.033 TL 93.42 PV 0.0 * Fitting Equivalent Lengths = 21' 2E+T+6Z Pipe: 18 5.1 1.101 PL 15.58 PF 0.2 79 9.6 0.0 76.9 0.0 1.7 150 FTGE+2T+Z PR 0.5 32 8.5 0.0 77.6 0.0 0.005 TL 34.58 PV 0.0 Pipe: 19 18.5 1.101 PL 51.33 PF 3.6 32 8.5 0.0 77.6 0.0 6.3 150 FTG E+4Z PR 0.0 33 8.5 0.0 81.1 0.0 0.059 TL 60.33 PV 0.0 Pipe: 20 18.5 1.101 PL 5.17 PF 0.6 33 8.5 0.0 81.1 0.0 6.3 150 FTG T PE 0.0 Al 8.5 0.0 81.7 0.0 0.059 TL 10.17 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #4 (cant.) 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: 21 55.9 1.598 PL 14.25 PF 1.8 35 9.6 0.0 75.1 0.0 9.0 150 FTG T+2Z PE 0.0 79 9.6 0.0 76.9 0.0 0.074 TL 24.25 PV 0.0 Pipe: 22 18.4 1.394 PL 42.58 PF 1.1 65 9.6 0.0 74.0 0.0 3.9 150 FTG T+8Z PE 0.0 35 9.6 0.0 75.1 0.0 0.018 TL 58.58 PV 0.0 Pipe: 23 37.4 1.598 PL 16.34 PP 1.1 78 18.6 0.0 70.1 0.0 6.0 150 FTG 2E PE 3.9 35 9.6 0.0 75.1 0.0 0.035 TL 30.34 PV 0.0 Pipe: 24 13.7 1.101 PL159.00 PF 7.1 38 29.8 0.0 57.7 0.0 4.7 150 FTG * PE 0.0 39 29.8 0.0 64.8 0.0 0.034 TL209.00 PV 0.0 * Fitting Equivalent Lengths = 50.01 2E+3T+21Z Pipe: 25 12.3 1.101 PL202.67 PF 7.1 38 29.8 0.0 57.7 0.0 4.2 150 FTG * PE 0.0 39 29.8 0.0 64.8 0.0 0.027 TL258.67 PV 0.0 * Fitting Equivalent Lengths = 56.0' E+4T+27Z Pipe: 26 26.0 1.394 PL 11.75 PF 0.6 40 18.6 0.0 62.0 0.0 5.5 150 FTG E PE -4.8 38 29.8 0.0 57.7 0.0 0.035 TL 17.75 PV 0.0 Pipe: 27 26.0 1.598 PL 16.08 PF 0.4 39 29.8 0.0 64.8 0.0 4.2 150 FTG E+Z PE 4.8 78 18.6 0.0 70.1 0.0 0.018 TL 24.08 PV 0.0 Pipe: 28 11.5 1.101 PL182.40 PP 7.8 40 18.6 0.0 62.0 0.0 3.9 150 FTG * PR -0.5 77 19.7 0.0 69.3 0.0 0.024 TL320.40 PV 0.0 * Fitting Equivalent Lengths = 138.0' 17E+7T+17Z Pipe: 29 37.4 1.394 PL 31.25 PF 5.2 76 18.6 0.0 56.8 0.0 7.9 150 FTG * PE 0.0 40 18.6 0.0 62.0 0.0 0.069 TL 75.25 PV 0.0 * Fitting Equivalent Lengths = 44.0' 5E+2T+2Z Pipe: 30 14.4 1.101 PL 38.81 PF 2.0 43 29.8 0.0 48.9 0.0 4.9 150 FTGE+T+5Z PE 0.0 48 29.8 0.0 50.9 0.0 0.037 TL 54.81 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #4 (cant.) 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: 31 14.4 1.101 PL 9.87 PF 0.4 44 29.8 0.0 48.4 0.0 4.9 150 FTG 2Z PE 0.0 43 29.8 0.0 48.9 0.0 0.037 TL 11.87 PV 0.0 Pipe: 32 14.4 1.101 PL 92.74 PF 4.0 45 29.8 0.0 44.4 0.0 4.9 150 FTG E+10Z PE 0.0 44 29.8 0.0 48.4 0.0 0.037 TL107.74 PV 0.0 Pipe: 33 26.4 1.394 PL 3.67 PF 0.4 49 29.8 0.0 44.0 0.0 5.6 150 FTG T PE 0.0 45 29.8 0.0 44.4 0.0 0.036 TL 11.67 PV 0.0 Pipe: 34 12.0 1.101 PL138.36 PF 4.7 45 29.8 0.0 44.4 0.0 4.1 150 FTG * PE 0.0 46 29.8 0.0 49.1 0.0 0.026 TL177.36 PV 0.0 * Fitting Equivalent Lengths = 39' E+2T+24Z Pipe: 35 12.0 1.101 PL 8.98 PF 0.3 46 29.8 0.0 49.1 0.0 4.1 150 FTG Z PE 0.0 47 29.8 0.0 49.4 0.0 0.026 TL 9.98 PV 0.0 Pipe: 36 12.0 1.101 PL 41.92 PF 1.5 47 29.8 0.0 49.4 0.0 4.1 150 FTGE+T+5Z PE 0.0 48 29.8 0.0 50.9 0.0 0.026 TL 57.92 PV 0.0 Pipe: 37 26.4 1.394 PL 15.92 PF 1.1 48 29.8 0.0 50.9 0.0 5.6 150 FTG E+T+Z PE 4.8 76 18.6 0.0 56.8 0.0 0.036 TL 28.92 PV 0.0 Pipe: 38 26.4 1.598 PL 10.08 PF 0.2 50 19.7 0.0 48.2 0.0 4.3 150 FTG Z PE -4.4 49 29.8 0.0 44.0 0.0 0.019 TL 11.08 PV 0.0 Pipe: 39 11.1 1.598 PL 4.58 PF 0.1 50 19.7 0.0 48.2 0.0 1.8 150 FTG 2T PE 0.0 66 19.7 0.0 48.3 0.0 0.004 TL 20.58 PV 0.0 Pipe: 40 37.4 1.598 PL 14.75 PF 0.8 61 9.6 0.0 51.8 0.0 6.0 150 FTG E PE -4.4 50 19.7 0.0 48.2 0.0 0.035 TL 21.75 PV 0.0 Pipe: 41 10.8 1.101 PL 74.54 PF 2.2 52 9.6 0.0 49.3 0.0 3.7 150 FTG * PE 0.5 53 8.5 0.0 52.0 0.0 0.022 TL102.54 PV 0.0 * Fitting Equivalent Lengths = 28.0' 3E+T+7Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #4 (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: 42 37.4 1.394 PL 43.67 PF 5.2 62 9.6 0.0 44.1 0.0 7.9 150 FTG 5E+2Z PE 0.0 52 9.6 0.0 49.3 0.0 0.069 TL 75.67 PV 0.0 Pipe: 43 26.6 1.394 PL 43.33 PF 2.5 52 9.6 .0.0 49.3 0.0 5.7 150 FTG 3T-i-5Z PE 0.0 61 9.6 0.0 51.8 0.0 0.037 TL 68.33 PV 0.0 Pipe: 44 10.8 1.394 PL 6.38 PF 0.1 53 8.5 0.0 52.0 0.0 2.3 150 FTG T PE 0.0 54 8.5 0.0 52.1 0.0 0.007 TL 12.38 PV 0.0 Pipe: 45 10.8 1.394 PL 11.58 PF 0.2 54 8.5 0.0 52.1 0.0 2.3 150 FTG E+T PE -0.5 61 9.6 0.0 51.8 0.0 0.007 TL 25.58 PV 0.0 Pipe: 46 0.0 1.394 PL 4.50 PF 0.0 54 8.5 0.0 52.1 0.0 0.0 150 FTG 2Z PE 0.0 58 8.5 0.0 52.1 0.0 0.000 TL 6.50 PV 0.0 Pipe: 47 -0.0 1.101 PL 10.33 PF 0.0 56 8.5 0.0 52.1 0.0 0.0 150 FTG 2Z PE 0.0 57 8.5 0.0 52.1 0.0 0.000 TL 12.33 PV 0.0 Pipe: 48 -0:0 1.101 PL 41.00 PF 0.0 58 8.5 0.0 52.1 0.0 0.0 150 FTG E+6Z PE 0.0 56 8.5 0.0 52.1 0.0 0.000 TL 52.00 PV 0.0 Pipe: 49 . 14.1 1.101 PL 16.67 PF 1.1 63 8.5 0.0 16.0 0.0 4.8 150 FTGE+T+3Z PE 0.0 64 8.5 0.0 17.1 0.0 0.036 TL 29.67 PV 0.0 Pipe: 50 31.9 1.101 PL198.77 PF 57.4 64 8.5 0.0 17.1 0.0 10.9 150 FTG * PE -0.5 65 9.6 0.0 74.0 0.0 0.161 TL355.77 PV 0.0 * Fitting Equivalent Lengths = 157.0' 20E+8T+17Z Pipe: 51 11.1 1.394 PL 4.83 PF 0.2 66 19.7 0.0 48.3 0.0 2.3 150 FTG 2E+T PE 0.5 67 18.6 0.0 48.9 0.0 0.007 TL 23.83 PV 0.0 Pipe: 52 11.1 1.394 PL 36.08 PF 0.4 67 18.6 0.0 48.9 0.0 2.3 150 FTG 2E-i-6Z PE -0.5 71 19.7 0.0 48.8 0.0 0.007 TL 54.08 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #4 (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 11.1 1.101 PL 37.25 PF 1.3 71 19.7 0.0 48.8 0.0 3.8 150 FTG * PE 0.5 72 18.6 0.0 50.6 0.0 0.023 TL 59.25 PV 0.0 * Fitting Equivalent Lengths = 22' 3E+T+2Z Pipe: 54 11.1 0.874 PL 1.08 PF 0.8 72 18.6 0.0 50.6 0.0 6.0 150 FTG 2E PE -0.5 73 19.7 0.0 50.9 0.0 0.070 TL 11.08 PV 0.0 Pipe: 55 11.1 1.101 PL 16.67 PF 0.7 74 18.6 0.0 54.9 0.0 3.8 150 FTGE+T+2Z PE 0.0 75 18.6 0.0 55.6 0.0 0.023 TL 28.67 PV 0.0 Pipe: 56 11.1 1.101 PL 24.75 PF 1.2 75 18.6 0.0 55.6 0.0 3.8 150 FTG * PE 0.0 76 18.6 0.0 56.8 0.0 0.023 TL 52.75 PV 0.0 * Fitting Equivalent Lengths = 28.0' 4E+T+2Z Pipe: 57 11.5 1.394 PL 19.17 PF 0.4 77 19.7 0.0 69.3 0.0 2.4 150 FTG * PE 0.5 78 18.6 0.0 70.1 0.0 0.008 TL 51.17 PV 0.0 * Fitting Equivalent Lengths = 32.0' 3E+2T+2Z Pipe: 58 69.3 1.598 PL 3.50 PF 0.6 Al 8.5 0.0 81.7 0.0 11.2 150 FTG E PE 0.0 W 8.5 0.0 82.3 0.0 0.111 TL 5.50 PV 0.0 S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 04/07/2003 JOB TITLE: KELLY RANCH BUILDING TYPE 1 REMOTE AREA #4 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 69 82.3 psi Elevation Change 81 6" 3.7 1 Pipe 1-1/2" PV 9' 150 1.598 69 1.0 1 1-1/2" Thrd Butterfly Valve Milwauk 2' 120 1.610 69 0.2 1 1_1/211 Thrd Check Valve CSC "Fle" 9' 120 1.610 69 1.5 2 1-1/2" CPVC 90 Ell 14' 120 1.610 69 3.2 Hydr Ref Rl Required at BASE OF RISER 69 91.9 psi 1 4" x 1-1/2" Flngd Reducer 0' 120 4.026 69 0.0 7 4" Flngd 90 Ell 70' 120 4.026 69 0.1 2 4" Flngd Tee 40' 120 4.026 69 0.1 1 Pipe 4" C9 CLASS 200 322' 150 4.070 69 0.4 1 4" Flngd Back Flow Valve FEBCO 11 876 CHART LOSS 69 3.4 3 4" Flngd 90 Ell 30' 120 4.026 69 0.1 3 4" Flngd Tee 60' 120 4.026 69 0.1 5 4" Flngd Gate Valve CSC 11 722UT' 10' 120 4.026 69 0.0 1 Pipe 4" C9 CLASS 200 822' 150 4.070 69 1.0 1 8" x 8" x 4" Flngd Tee 35' 120 8.071 69 0.0 Fixed Flow HOSE ALLOWANCE 100 gpm Hydr Ref R2 Required at Source 169 97.0 psi Water Source117.3 psi static,107.3 psi residual ® 1635 gpm 169 gpm 117.2 psi SAFETY PRESSURE 20.2 psi NOTE: Water Source has been adjusted to include a change of elevation of 51 4" flow test to point of connection a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 04/07/2003 JOB TITLE: KELLY RANCH AUTOMATIC FIRE SPRINKLERS, INC. 7272 MARS DRIVE HUNTINGTON BEACH, CA 92647 HYDRAULIC CALCULATIONS FOR KELLY RANCH BUILDING #5, TYPE I REMOTE AREA #5 -DESIGN DATA- OCCUPANCY CLASSIFICATION : ORD GRP 1 DENSITY : 0.15 gpm/sq. ft. AREA OF APPLICATION: GARAGE COVERAGE PER SPRINKLER : 125 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 TOTAL SPRINKLER WATER FLOW REQUIRED: 77 gpm TOTAL WATER REQUIRED (including Hose): 327 gpm FLOW & PRESSURE (at Base of Riser): 77 gpm @ 96.4 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: AUTHORITY HAVING JURISDICTION: Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/07/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA BUILDING TYPE 1 REMOTE AREA #5 SOURCE STATIC RESID FLOW AVAIL TOTAL NODE PRESS PRESS @ PRESS @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SOURCE 115.0 105.0 1635.0 116.8 327.0 PRESS (PSI) 102 .1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 327.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM TOTAL HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 77.0 GPM NODE ANALYSIS DATA BUILDING TYPE 1 REMOTE AREA #5 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 7 19.7 - - - - 38.2 - - - 15 9.6 - - - - 42.2 - - - 17 9.6 - - - 12.5 - - - 17S 9.1 K= 5.60 12.0 19.4 18 9.6 - - - - 13.3 - - - 18S 9.1 K= 5.60 12.8 20.0 19 9.6 - - - - 11.8 - - - 19S 9.1 K= 5.60 11.0 18.6 20 9.6 - - - - 12.3 - - 20S 9.1 K= 5.60 11.5 19.0 30 8.5 - - - - 83.7 - - - 32 8.5 - - - - 79.9 - - - 33 8.5 - 35 9.6 - - - - 76.8 - - - 38 29.8 - - - - 50.6 - - - 39 29.8 - - - - 65.0 - - - 40 18.6 - - - - 54.2 - - - 43 29.8 - - - - 32.7 - - - 44 29.8 - - - - 31.8 - - - 45 29.8 - - - - 23.8 - - - 46 29.8 - - - - 33.2 - - - 47 29.8 - - - - 33.7 - - - 48 29.8 - - - - 36.8 - - - 49 29.8 - - - - 22.9 - - - 50 19.7 - - - - 26.9 - - - 52 9.6 - - - - 29.8 - - - 53 8.5 - - - - 25.1 - - - 54 8.5 - - -, - 25.0 - - - 56 8.5 - - - - 13.8 - - - 57 8.5 - - - - 12.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/07/2003 JOB TITLE: KELLY RANCH NODE ANALYSIS DATA BUILDING TYPE 1 REMOTE AREA #5 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 58 8.5 - - - - 23.8. - - - 59 9.6 - - - - 12.1 - - - 60 9.6 - - - - 12.6 - - - 61 9.6 - - - - 29.7 - - - 62 9.6 - - - - 31.8 - - - 63 8.5 - - - - 45.1 - - - 64 8.5 - - - - 47.5 - - - 65 9.6 - - - - 76.5 - - - 66 19.7 - - - - 27.0 - - - 67 18.6 - - - - 27.8 - - - 71 19.7 - - - - 28.2 - - - 72 18.6 - - - - 31.4 - - - 73 19.7 - - - - 32.5 - - - 74 18.6 - - - - 40.0 - - - 75 18.6 - - - - 41.4 - - - 76 18.6 - - - - 43.8 - - - 77 19.7 - - - - 69.4 - - - 78 18.6 - - - - 70.7 - - - 79 9.6 - - - - 79.1 - - - Al 8.5 - - - - 84.9 - - - W 8.5 TOP OF RISER 85.6 77.0 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "5" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #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 16.2 1.101 PL 79.22 PF 5.8 73 19.7 0.0 32.5 0.0 5.5 150 FTG * PE 0.0 7 19.7 0.0 38.2 0.0 0.046 TL125.22 PV 0.0 * Fitting Equivalent Lengths = 46.0' 6E+2T+6Z Pipe: 2 16.2 1.101 PL 14.55 PF 1.4 7 19.7 0.0 38.2 0.0 5.5 150 FTG 2E+T PE 0.5 74 18.6 0.0 40.0 0.0 0.046 TL 29.55 PV 0.0 Pipe: 3 22.3 1.101 PL 14.55 PF 2.5 15 9.6 0.0 42.2 0.0 7.6 150 FTG 2E+T PE 0.5 63 8.5 0.0 45.1 0.0 0.083 TL 29.55 PV 0.0 Pipe: 4 22.3 1.101 PL 77.89 PF 10.4 62 9.6 0.0 31.8 0.0 7.6 150 FTG * PE 0.0 15 9.6 0.0 42.2 0.0 0.083 TL124.89 PV 0.0 * Fitting Equivalent Lengths = 47.0' 6E+2T+6Z Pipe: 5 -19.4 0.874 PL 0.50 PF 0.7 17S 9.1 5.6 12.0 19.4 6.6 150 FTG T PE -0.2 17 9.6 0.0 12.5 0.0 0.073 TL 3.50 PV 0.0 Pipe: 6 20.7 1.101 PL 10.33 PF 0.8 17 9.6 0.0 12.5 0.0 7.0 150 FTG Z PE 0.0 18 9.6 0.0 13.3 0.0 0.073 TL 11.33 PV 0.0 Pipe: 7 1.3 1.101 PL 25.92 PF 0.0 57 8.5 0.0 12.9 0.0 0.4 150 FTG * PE -0.5 17 9.6 0.0 12.5 0.0 0.000 TL 46.92 PV 0.0 * Fitting Equivalent Lengths = 21.0' 2E+2T+Z Pipe: 8 -20.0 0.874 PL 0.50 PF 0.7 18S 9.1 5.6 12.8 20.0 6.8 150 FTG T PE -0.2 18 9.6 0.0 13.3 0.0 0.254 TL 3.50 PV 0.0 Pipe: 9 40.7 1.101 PL 27.58 PF 10.0 18 9.6 0.0 13.3 0.0 13.9 150 FTGE-+-T+2Z PE 0.5 58 8.5 0.0 23.8 0.0 0.254 TL 39.58 PV 0.0 Pipe: 10 -18.6 0.874 PL 0.50 PF 1.0 19S 9.1 5.6 11.0 18.6 10.0 150 FTG E PE -0.2 19 9.6 0.0 11.8 0.0 0.059 TL 5.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #5 (cant.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUN NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 11 18.6 1.101 PL 4.50 PF 0.3 19 9.6 0.0 11.8 0.0 6.3 150 FTG ---- PE 0.0 59 9.6 0.0 12.1 0.0 0.059 TL 4.50 PV 0.0 Pipe: 12 -19.0 0.874 PL 0.50 PF 1.0 20S 9.1 5.6 11.5 19.0 10.3 150 FTG H PH -0.2 20 9.6 0.0 12.3 0.0 0.062 TL 5.50 PV 0.0 Pipe: 13 19.0 1.101 PL 4.50 PF 0.3 20 9.6 0.0 12.3 0.0 6.5 150 FTG ---- PH 0.0 60 9.6 0.0 12.6 0.0 0.062 TL 4.50 PV 0.0 Pipe: 14 56.6 1.598 PL 14.50 PF 1.2 30 8.5 0.0 83.7 0.0 9.1 150 FTG Z PE 0.0 Al 8.5 0.0 84.9 0.0 0.076 TL 15.50 PV 0.0 Pipe: 15 56.6 1.598 PL 28.59 PF 4.2 79 9.6 0.0 79.1 0.0 9.1 150 FTG * PR 0.5 30 8.5 0.0 83.7 0.0 0.076 TL 54.59 PV 0.0 * Fitting Equivalent Lengths = 26.0' E+2T+3Z Pipe: 16 13.2 1.101 PL 72.42 PF 2.9 65 9.6 0.0 76.5 0.0 4.5 150 FTG * PE 0.5 32 8.5 0.0 79.9 0.0 0.032 TL 93.42 PV 0.0 * Fitting Equivalent Lengths = 21' 2E+T+6Z Pipe: 17 7.2 1.101 PL 15.58 PF 0.4 79 9.6 0.0 79.1 0.0 2.4 150 FTGE+2T+Z PE 0.5 32 8.5 0.0 79.9 0.0 0.010 TL 34.58 PV 0.0 Pipe: 18 20.4 1.101 PL 51.33 PF 4.3 32 8.5 0.0 79.9 0.0 6.9 150 FTG E+4Z PE 0.0 33 8.5 0.0 84.2 0.0 0.071 TL 60.33 PV 0.0 Pipe: 19 20.4 1.101 PL 5.17 PF 0.7 33 8.5 0.0 84.2 0.0 6.9 150 FTG T PE 0.0 Al 8.5 0.0 84.9 0.0 0.071 TL 10.17 PV 0.0 Pipe: 20 63.8 1.598 PL 14.25 PF 2.3 35 9.6 0.0. 76.8 0.0 10.3 150 FTG T+2Z PE 0.0 79 9.6 0.0 79.1 0.0 0.095 TL 24.25 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #5 (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: 21 9.1 1.394 PL 42.58 PF 0.3 65 9.6 0.0 76.5 0.0 1.9 150 FTG T+8Z PE 0.0 35 9.6 0.0 76.8 0.0 0.005 TL 58.58 PV 0.0 Pipe: 22 54.8 1.598 PL 16.34 PF 2.2 78 18.6 0.0 70.7 0.0 8.8 150 FTG 2E PE 3.9 35 9.6 0.0 76.8 0.0 0.071 TL 30.34 PV 0.0 Pipe: 23 20.1 1.101 PL159.00 PF 14.4 38 29.8 0.0 50.6 0.0 6.8 150 FTG * PE 0.0 39 29.8 0.0 65.0 0.0 0.069 TL209.00 PV 0.0 * Fitting Equivalent Lengths =50.01 2E+3T+21Z Pipe: 24 17.9 1.101 PL202.67 PF 14.4 38 29.8 0.0 50.6 0.0 6.1 150 FTG * PE 0.0 39 29.8 0.0 65.0 0.0 0.055 TL258.67 PV 0.0 * Fitting Equivalent Lengths = 56.0' E+4T+27Z Pipe: 25 38.0 1.394 PL 11.75 PF 1.2 40 18.6 0.0 54.2 0.0 8.1 150 FTG E PE -4.8 38 29.8 0.0 50.6 0.0 0.071 TL 17.75 PV 0.0 Pipe: 26 38.0 1.598 PL 16.08 PF 0.9 39 29.8 0.0 65.0 0.0 6.1 150 FTG E+Z PE 4.8 78 18.6 0.0 70.7 0.0 0.036 TL 24.08 PV 0.0 Pipe: 27 16.7 1.101 PL182.40 PF 15.7 40 18.6 0.0 54.2 0.0 5.7 150 FTG * PE -0.5 77 19.7 0.0 69.4 0.0 0.049 TL320.40 PV 0.0 * Fitting Equivalent Lengths = 138.0' 17E+7T+17Z Pipe: 28 54.8 1.394 PL 31.25 PF 10.5 76 18.6 0.0 43.8 0.0 11.6 150 FTG * PE 0.0 40 18.6 0.0 54.2 0.0 0.139 TL 75.25 PV 0.0 * Fitting Equivalent Lengths = 44.0' 5E+2T+2Z Pipe: 29 21.1 1.101 PL 38.81 PF 4.1 43 29.8 0.0 32.7 0.0 7.2 150 FTGE+T+5Z PE 0.0 48 29.8 0.0 36.8 0.0 0.075 TL 54.81 PV 0.0 Pipe: 30 21.1 1.101 PL 9.87 PF 0.9 44 29.8 0.0 31.8 0.0 7.2 150 FTG 2Z PE 0.0 43 29.8 0.0 32.7 0.0 0.075 TL 11.87 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/D7/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #5 (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: 31 21.1 1.101 PL 92.74 PF 8.1 45 29.8 0.0 23.8 0.0 7.2 150 FTG E+10Z PE 0.0 44 29.8 0.0 31.8 0.0 0.075 TL107.74 PV 0.0 Pipe: 32 38.6 1.394 PL 3.67 PF 0.8 49 29.8 0.0 22.9 0.0 8.2 150 FTG T PE 0.0 45 29.8 0.0 23.8 0.0 0.073 TL 11.67 PV 0.0 Pipe: 33 17.5 1.101 PL138.36 PF 9.4 45 29.8 0.0 23.8 0.0 6.0 150 FTG * PE 0.0 46 29.8 0.0 33.2 0.0 0.053 TL177.36 PV 0.0 * Fitting Equivalent Lengths = 39' E+2T+24Z Pipe: 34 17.5 1.101 PL 8.98 PF 0.5 46 29.8 0.0 33.2 0.0 6.0 150 FTG Z PE 0.0 47 29.8 0.0 33.7 0.0 0.053 TL 9.98 PV 0.0 Pipe: 35 17.5 1.101 PL 41.92 PF 3.1 47 29.8 0.0 33.7 0.0 6.0 150 FTGE+T+5Z PE 0.0 48 29.8 0.0 36.8 0.0 0.053 TL 57.92 PV 0.0 Pipe: 36 38.6 1.394 PL 15.92 PF 2.1 48 29.8 0.0 36.8 0.0 8.2 150 FTG E+T+Z PE 4.8 76 18.6 0.0 43.8 0.0 0.073 TL 28.92 PV 0.0 Pipe: 37 38.6 1.598 PL 10.08 PF 0.4 50 19.7 0.0 26.9 0.0 6.2 150 FTG Z PE -4.4 49 29.8 0.0 22.9 0.0 0.037 TL 11.08 PV 0.0 Pipe: 38 16.2 1.598 PL 4.58 PF 0.2 50 19.7 0.0 26.9 0.0 2.6 150 FTG 2T PE 0.0 66 19.7 0.0 27.0 0.0 0.007 TL 20.58 PV 0.0 Pipe: 39 54.8 1.598 PL 14.75 PF 1.5 61 9.6 0.0 29.7 0.0 8.8 150 FTG E PE -4.4 50 19.7 0.0 26.9 0.0 0.071 TL 21.75 PV 0.0 Pipe: 40 22.3 1.394 PL 43.67 PF 2.0 52 9.6 0.0 29.8 0.0 4.7 150 FTG 5E+2Z PE 0.0 62 9.6 0.0 31.8 0.0 0.026 TL 75.67 PV 0.0 Pipe: 41 5.2 1.394 PL 43.33 PF 0.1 61 9.6 0.0 29.7 0.0 1.1 150 FTG 3T+5Z PE 0.0 52 9.6 0.0 29.8 0.0 0.002 TL 68.33 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #5 (cant.) 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: 42 17.1 1.101 PL 74.54 PF 5.2 53 8.5 0.0 25.1 0.0 5.8 150 FTG * PE -0.5 52 9.6 0.0 29.8 0.0 0.051 TL102.54 PV 0.0 * Fitting Equivalent Lengths = 28' 3E+T+7Z Pipe: 43 17.1 1.394 PL 6.38 PF 0.1 54 8.5 0.0 25.0 0.0 3.6 150 FTG Z PE 0.0 53 8.5 0.0 25.1 0.0 0.016 TL 7.38 PV 0.0 Pipe: 44 60.0 1.394 PL 11.58 PF 5.2 54 8.5 0.0 25.0 0.0 12.7 150 FTG E+2T PE -0.5 61 9.6 0.0 29.7 0.0 0.164 TL 31.58 PV 0.0 Pipe: 45 77.0 1.394 PL 4.50 PF 1.2 58 8.5 0.0 23.8 0.0 16.3 150 FTG ---- PE 0.0 54 8.5 0.0 25.0 0.0 0.261 TL 4.50 PV 0.0 Pipe: 46 17.3 1.101 PL 10.33 PF 0.8 57 8.5 0.0 12.9 0.0 5.9 150 FTG T+Z PE 0.0 56 8.5 0.0 13.8 0.0 0.052 TL 16.33 PV 0.0 Pipe: 47 19.0 1.101 PL 1.08 PF 0.7 60 9.6 0.0 12.6 0.0 6.5 150 FTG E+T PE 0.5 56 8.5 0.0 13.8 0.0 0.062 TL 11.08 PV 0.0 Pipe: 48 36.3 1.101 PL 41.00 PF 10.0 56 8.5 0.0 13.8 0.0 12.3 150 FTG E+3Z PE 0.0 58 8.5 0.0 23.8 0.0 0.205 TL 49.00 PV 0.0 Pipe: 49 18.6 1.101 PL 1.08 PF 0.4 59 9.6 0.0 12.1 0.0 6.3 150 FTG E PE 0.5 57 8.5 0.0 12.9 0.0 0.059 TL 6.08 PV 0.0 Pipe: 50 22.3 1.101 PL 16.67 PF 2.4 63 8.5 0.0 45.1 0.0 7.6 150 FTGE+T+2Z PE 0.0 64 8.5 0.0 47.5 0.0 0.083 TL 28.67 PV 0.0 Pipe: 51 22.3 1.101 PL198.77 PF 29.5 64 8.5 0.0 47.5 0.0 7.6 150 FTG * PE -0.5 65 9.6 0.0 76.5 0.0 0.083 TL355.77 PV 0.0 * Fitting Equivalent Lengths = 157.01 20E+8T+17Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 1 REMOTE AREA #5 (cant.) 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: 52 16.2 1.394 PL 4.83 PF 0.3 66 19.7 0.0 27.0 0.0 3.4 150 FTG 2E+T PE 0.5 67 18.6 0.0 27.8 0.0 0.015 TL 23.83 PV 0.0 Pipe: 53 16.2 1.394 PL 36.08 PF 0.8 67 18.6 0.0 27.8 0.0 3.4 150 FTG 2E+6Z PE -0.5 71 19.7 0.0 28.2 0.0 0.015 TL 54.08 PV 0.0 Pipe: 54 16.2 1.101 PL 37.25 PF 2.7 71 19.7 0.0 28.2 0.0 5.5 150 FTG * PE 0.5 72 18.6 0.0 31.4 0.0 0.046 TL 59.25 PV 0.0 * Fitting Equivalent Lengths = 22' 3E+T+2Z Pipe: 55 16.2 0.874 PL 1.08 PF 1.6 72 18.6 0.0 31.4 0.0 8.7 150 FTG 2E PE -0.5 73 19.7 0.0 32.5 0.0 0.141 TL 11.08 PV 0.0 Pipe: 56 16.2 1.101 PL 16.67 PF 1.3 74 18.6 0.0 40.0 0.0 5.5 150 FTGE+T+2Z PE 0.0 75 18.6 0.0 41.4 0.0 0.046 TL 28.67 PV 0.0 Pipe: 57 16.2 1.101 PL 24.75 PF 2.4 75 18.6 0.0 41.4 0.0 5.5 150 FTG * PE 0.0 76 18.6 0.0 43.8 0.0 0.046 TL 52.75 PV 0.0 * Fitting Equivalent Lengths = 28.0' 4E+T+2Z Pipe: 58 16.7 1.394 PL 19.17 PF 0.8 77 19.7 0.0 69.4 0.0 3.6 150 FTG * PE 0.5 78 18.6 0.0 70.7 0.0 0.016 TL 51.17 PV 0.0 * Fitting Equivalent Lengths = 32.0' 3E+2T+2Z Pipe: 59 77.0 1.598 PL 3.50 PF 0.7 Al 8.5 0.0 84.9 0.0 12.4 150 FTG E PE 0.0 W 8.5 0.0 85.6 0.0 0.134 TL 5.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 04/07/2003 JOB TITLE: KELLY RANCH BUILDING TYPE 1 REMOTE AREA #5 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 77 85.6 psi Elevation Change 81 6" 3.7 1 Pipe 1-1/2" PV 9' 150 1.598 77 1.2 1 1-1/2" Thrd Butterfly Valve Milwauk 2' 120 1.610 77 0.3 1 1-1/2" Thrd Check Valve CSC "F18" 9' 120 1.610 77 1.8 2 1-1/2" CPVC 90 Ell 14' 120 1.610 77 3.9 Hydr Ref Rl Required at BASE OF RISER 77 96.4 psi i 4" x 1-1/2" Flngd Reducer 0' 120 4.026 77 0.0 7 4" Flngd 90 Ell 70' 120 4.026 77 0.2 2 4" Flngd Tee 40' 120 4.026 77 0.1 1 Pipe 41 1 C9 CLASS 200 322' 150 4.070 77 0.5 1 4" Flngd Back Flow Valve FEBCO 11 876 CHART LOSS 77 3.6 3 4" Flngd 90 Eli 30' 120 4.026 77 0.1 3 4" Flngd Tee 60' 120 4.026 77 0.1 5 4" Flngd Gate Valve CSC 11 722U" 10' 120 4.026 77 0.0 1 Pipe 4" C9 CLASS 200 822' 150 4.070 77 1.2 1 8" x 8"x 4" Flngd Tee 35' 120 8.071 77 0.0 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R2 Required at Source 327 102.1 psi Water 50urce117.3 psi static,107.3 psi residual @1635 gpm 327 gpm 116.8 psi SAFETY PRESSURE 14.7 psi NOTE: Water Source has been adjusted to include a change of elevation of 51411 flow test to point of connection