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HomeMy WebLinkAbout5129 WHITMAN WAY; ; AS030098; Permit8/25/2020 AS030098 Permit Data City of Carlsbad Sprinkler Permit Job Address: 5129 WHITMAN WY Permit Type: SPRINK Parcel No: 2081850500 Lot #: U Reference No.: PC #: Permit No: AS030098 Status: ISSUED Applied 5/21/2003 Approved: 8/26/2003 Issued: 8/26/2003 Inspector: Project Title: ARCHSTONE APTS. BLDG. 13C Six fire sprinkler inspections Applicant: Owner: ARCHSTONE-SMITH OPERATING TRUST 0/0 PROPERTY TAX DEPT 9200 E PANORAMA CIR #400 ENGLEWOOD CO Fees I Total aiance I r 300 P ü 300 0 1/1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 4/03/2003 JOB TITLE: KELLY RANCH AUTOMATIC FIRE SPRINKLERS, INC. Protection Design & Consufting 7272 MARS DRIVE HUNTINGTON BEACH, CA 92647 fT' I rV\ Tin I r—Jfl 11 ft -J 1\ HYDRAULIC CALCULATIONS FOR KELLY RANCH BUILDING #13 TYPE 1 CARRIAGE REMOTE AREA It 1 d!JPMPjP lwl - -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 SIA41 &.1w 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 Page 2 REQT D 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 - - - 25 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 lI5lT indicate a node at the top of a sprig or bottom of drop pendent. The node without an T5T 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 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 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: 11 4.8 1.101 PL 15.96 P8' 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 AREAi 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 = 18.0' 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+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 Page 6 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 Hyd 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 1-1/4" Thrd Check Valve CSC "F18" 7' 120 1.380 2 1-1/4" CPVC 90 Ell 12' 120 1.380 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" x 1-1/4" Flngd Reducer 0' 120 4.026 58 0.0 6 4" Flngd 90 Eli 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 Eli 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 -4 1 6" 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 #13 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 Page 2 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 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 T15 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 # 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) FiW(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-i-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 FTC 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 86" 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 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 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" 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 -4 1 6" flow test to point of connection