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HomeMy WebLinkAbout5142 WHITMAN WAY; ; AS030090; Permit8/25/2020 AS030090 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS030090 Job Address: 5142 WHITMAN WY Status: ISSUED Permit Type: SPRINK Applied 5/21/2003 Parcel No: 2081860300 Approved: 8/26/2003 Lot #: 0 Reference No.: Issued: 8/26/2003 PC #: Inspector: Project Title: ARCHSTONE APTS. BLDG. 9C Six fire sprinkler permits Applicant: Owner: ARCHSTONE-SMITH OPERATING TRUST C/O PROPERTY TAX DEPT 9200 E PANORAMA CIR #400 ENGLEWOOD CO Fees ($) Add'l Fees ($) Total ($) Balance ($) 300 0 300 0 1/1 / SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 4/03/2003 JOB TITLE: KELLY RANCH 4QA AUTOMATIC FIRE SPRINKLERS, INC. Protection Design & Consulting 7272 MARS DRIVE HUNTINGTON BEACH, CA 92647 E M txciptlons 0 With mritents HYDRAULIC CALCULATIONS FOR KELLY RANCH BUILDING #9 TYPE 1 CARRIAGE REMOTE AREA # 1 +- Date AS03C)01D -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 £Sl+?tap S 0 oto$ 1 E fl[ Qc4 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 4/03/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA - CARRIAGE REMOTE AREA # 1 SOURCE STATIC RESID FLOW AVAIL TOTAL NODE PRESS PRESS @ PRESS © DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SOURCE 115.0 105.0 1635.0 112.9 158.4 PRESS (PSI) 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 "5" 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 (FT) (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 P9' 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 P9' 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 PF 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 PF 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: ii 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 (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 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 = 18.01 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+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 (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: 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 Date: 4/03/2003 JOB TITLE: KELLY RANCH CARRIAGE REMOTE AREA # 1 CARRIAGE REMOTE AREA # 2 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref W Required at 1-lyd Area 1 Elevation Change 81 6" 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 11/411 Thrd Check Valve CSC "F18" 7' 120 1.380 2 1-1/4" CPVC 90 Ell 12' 120 1.380 Page 6 FLOW LOSS gpm psi TOTALS 58 57.8 psi 3.7 58 1.3 58 0.4 58 1.7 58 4.8 Hydr Ref Ri Required at BASE OF RISER 58 69.8 psi 1 4" x1-1/4" Fingd Reducer 0' 120 4.026 58 0.0 6 4" Fingd 90 Eli 60' 120 4.026 58 0.1 1 4" Fingd Tee 20' 120 4.026 58 0.0 1 Pipe 4" C9 CLASS 200 95' 150 4.070 58 0.1 1 411 Fingd Back Flow Valve FEECO 11 876 CHART LOSS 58 3.1 3 4" Fingd 90 Eli 30' 120 4.026 58 0.0 3 4" Fingd Tee 60' 120 4.026 58 0.1 5 4" Fingd Gate Valve CSC 11722U'T 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" Fingd 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 Page 1 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 #9 TYPE 1 CARRIAGE REMOTE AREA # 2 -DESIGN DATA - OCCUPANCY CLASSIFICATION : ORD. HAZ. GRP 1 DENSITY : 0.15 gpm/sq. ft. AREA OF APPLICATION: GARAGE COVERAGE PER SPRINKLER : 103 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 TOTAL SPRINKLER WATER FLOW REQUIRED: 64.7 gpm TOTAL WATER REQUIRED (including Hose): 315.7 gpm FLOW & PRESSURE (at Base of Riser) : 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 REQ D 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 '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 PE 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 (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 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 TL 58.42 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 Page 5 Date: 4/03/2003 JOB TITLE: KELLY RANCH CARRIAGE REMOTE AREA # 2 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 2 65 17.7 psi Elevation Change 8 1 6" 3.7 1 Pipe 1-1/4" PVx15 CSC CSC 9' 150 1.394 65 1.6 1 1-1/4" Thrd Butterfly Valve Milwauk 2' 120 1.380 65 0.4 1 1-1/4" Thrd Check Valve CSC "F18" 7' 120 1.380 65 2.1 2 1-1/4" CPVC 90 Ell 12' 120 1.380 65 5.8 Hydr Ref Rl 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 Ell 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 Ell 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" 4 x " 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 -46" flow test to point of connection