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HomeMy WebLinkAbout5150 WHITMAN WAY; ; AS030084; Permit8/25/2020 AS030084 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS030084 Job Address: 5150 WHITMAN WY Status: ISSUED Permit Type: SPRINK Applied 5/16/2003 Parcel No: 2081860600 Approved: 8/26/2003 Lot #: 0 Reference No.: Issued: 8/26/2003 PC #: Inspector: Project Title: ARCHSTONE APTS. BLDG. 6 Six fire sprinkler inspections Applicant: Owner: ARCHSTONE-SMITH OPERATING TRUST 217 TECHNOLOGY DR #210 IRVINE CA Fees ($) -_t Add'l Fees ($) Total ($) Balance_($) 300 0 300 0 1/1 00 SPRIN5iLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 04/07/2003 JOB TITLE.; KELLY RANCH AUTOMATIC FIRE INC 7272 MARS DRIVE Protection Design & Consulting HUNTINGTON BEACH, CA 92647 do Ecetion, Li With Ctments HYDRAULIC CALCULATIONS FOR KELLY RANCH BUILDING #6, TYPE 3 REMOTE AREA Q- 1 3 Date As o3wS+ -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: 77 gpm TOTAL WATER REQUIRED (including Hose): 177 gpm FLOW & PRESSURE (at Base of Riser) : 77 gpm @ 75.6 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: K. KERN AUTHORITY HAVING JURISDICTION: ithno3 nec I iEiflrnir1c flCT (-1 a~,U u U L SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/07/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA BUILDING TYPE 3 REMOTE AREA #1 SOURCE STATIC RESID FLOW AVAIL TOTAL REQ1 D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 115.0 105.0 1635.0 116.0 177.2 80.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 177.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM TOTAL HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 77.2 GPM NODE ANALYSIS DATA BUILDING TYPE 3 REMOTE AREA #1 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 29.8 - - - 14.2 - - - 15 28.0 K= 4.90 14.0 18.3 2 29.8 - - - - 14.8 - - - 2S 29.3 K= 4.90 14.2 18.5 3 29.8 - - - - 17.4 - - - 3S 29.3 K= 4.90 16.7 20.0 4 29.8 - - - - 17.9 - - - 4S 28.0 K= 4.90 17.4 20.4 19.7 - - - - 31.0 - - - 13 9.6 - - - - 44.7 - - - 15 9.6 - - - - 44.3 - - - 48 18.6 - - - - 32.4 - - - 50 8.5 - - - - 55.6 - - - 51 8.5 -_ - - - 50.7 - - - 52 8.5 - -. - - 55.7 - - - 54 8.5 - - - - 49.5 - - - 55 8.5 - - - - 47.8 - - - 56 8.5 - - - - 47.2 - - - 58 9.6 - - - - 44.2 - - - 59 9.6 - - - - 44.1 - - - 62 29.8 - - - - 16.6 - - - 63 29.8 - - - - 16.6 - - - 64 29.8 - - - - 21.2 - - - 65 29.8 - - - - 18.8 - - - 66 29.8 - - - - 18.9 - - - 67 29.8 - - - - 28.9 - - - 68 18.6 - - - - 26.6 - - - 69 8.5 - - - - 31.2 - - - 70 9.6 - - - - 32.8 - - - 71 8.5 - - - - 34.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/07/2003 JOB TITLE: KELLY RANCH NODE ANALYSIS DATA BUILDING TYPE 3 REMOTE AREA #1 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 72 9.6 - - - - 44.3 - - - 73 18.6 - - - - 26.6 - - - 74 18.6 - - - - 28.6 - - - 75 19.7 - - - - 28.8 - - - 76 18.6 - - - - 32.1 - - - 77 19.7 - - - - 35.5 - - - 78 18.6 - -. - - 36.2 - - - 82 19.7 - - - - 36.0 - - - 84 8.5 - - - - 49.6 - - - Al 8.5 - - - - 56.6 - - - W 8.5 TOP OF RISER 58.0 77.2 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 3 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 -18.3 0.874 PL 1.75 PF 1.0 is 28.0 4.9 14.0 18.3 9.9 150 FTG E PE -0.8 1 29.8 0.0 14.2 0.0 0.178 TL 5.75 PV 0.0 Pipe: 2 18.3 0.874 PL 9.99 PF 2.3 1 29.8 0.0 14.2 0.0 9.9 150 FTG T PE 0.0 63 29.8 0.0 16.6 0.0 0.178 TL 12.99 PV 0.0 Pipe: 3 -18.5 0.874 PL 0.50 PF 0.8 2S 29.3 4.9 14.2 18.5 10.0 150 FTG E PE -0.2 2 29.8 0.0 14.8 0.0 0.181 TL 4.50 PV 0.0 Pipe: 4 18.5 0,874 PL 6.92 PF 1.8 2 29.8 0.0 14.8 0.0 10.0 150 FTG T PE 0.0 62 29.8 0.0 16.6 0.0 0.181 TL 9.92 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 H PH -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 3.74 PF 1.4 3 29.8 0.0 17.4 0.0 10.8 150 FTG T PE 0.0 65 29.8 0.0 18.8 0.0 0.209 TL 6.74 PV 0.0 Pipe: 7 -20.4 0.874 PL 1.75 PF 1.3 4S 28.0 4.9 17.4 20.4 11.0 150 FTG E PE -0.8 4 29.8 0.0 17.9 0.0 0.218 TL 5.75 PV 0.0 Pipe: 8 20.4 0.874 PL 1.82 PF 1.1 4 29.8 0.0 17.9 0.0 11.0 150 FTG T PE 0.0 66 29.8 0.0 18.9 0.0 0.218 TL 4.82 PV 0.0 Pipe: 9 10.9 1.101 PL 14.55 PF 0.7 7 19.7 0.0 31.0 0.0 3.7 150 FTG 2E+T PE 0.5 76 18.6 0.0 32.1 0.0 0.022 TL 29.55 PV 0.0 Pipe: 10 10.9 1.101 PL 62.14 PF 2.2 75 19.7 0.0 28.8 0.0 3.7 150 FTG * PE 0.0 7 19.7 0.0 31.0 0.0 0.022 TL 97.14 PV 0.0 * Fitting Equivalent Lengths = 35' 4E+2T+5Z Pipe: 11 16.7 1.101 PL 24.67 PF 2.0 13 9.6 0.0 44.7 0.0 5.7 150 FTG 3E+2Z PE 0.5 56 8.5 0.0 47.2 0.0 0.049 TL 41.67 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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 16.7 1.101 PL 8.46 PF 0.5 72 9.6 0.0 44.3 0.0 5.7 150 FTG Z PE 0.0 13 9.6 0.0 44.7 0.0 0.049 TL 9.46 PV 0.0 Pipe: 13 3.1 1.101 PL 1.92 PF 0.0 15 9.6 0.0 44.3 0.0 1.0 150 FTG Z PE 0.0 72 9.6 0.0 44.3 0.0 0.002 TL 2.92 PV 0.0 Pipe: 14 3.1 1.101 PL 37.42 PF 0.1 58 9.6 0.0 44.2 0.0 1.0 150 FTG T+5Z PE 0.0 15 9.6 0.0 44.3 0.0 0.002 TL 47.42 PV 0.0 Pipe: 15 10.9 1.101 PL 97.83 PF 3.5 48 18.6 0.0 32.4 0.0 3.7 150 FTG * PE -0.5 77 19.7 0.0 35.5 0.0 0.022 TL157.83 PV 0.0 * Fitting Equivalent Lengths = 60.01 9E+2T+5Z Pipe: 16 10.9 1.101 PL 10.33 PF 0.3 76 18.6 0.0 32.1 0.0 3.7 150 FTG 3Z PE 0.0 48 18.6 0.0 32.4 0.0 0.022 TL 13.33 PV 0.0 Pipe: 17 36.8 1.394 PL 14.50 PF 1.0 50 8.5 0.0 55.6 0.0 7.8 150 FTG Z PE 0.0 Al 8.5 0.0 56.6 0.0 0.067 TL 15.50 PV 0.0 Pipe: 18 36.8 1.394 PL 44.17 PF 4.8 51 8.5 0.0 50.7 0.0 7.8 150 FTG * PE 0.0 50 8.5 0.0 55.6 0.0 0.067 TL 72.17 PV 0.0 * Fitting Equivalent Lengths = 28' 2E+2T+4Z Pipe: 19 77.2 1.394 PL 4.50 PF 1.2 84 8.5 0.0 49.6 0.0 16.4 150 FTG PE 0.0 51 8.5 0.0 50.7 0.0 0.263 TL 4.50 PV 0.0 Pipe: 20 40.5 1.394 PL 51.33 PF 4.9 51 8.5 0.0 50.7 0.0 8.6 150 FTG E+5Z PE 0.0 52 8.5 0.0 55.7 0.0 0.079 TL 62.33 PV 0.0 Pipe: 21 40.5 1.394 PL 5.17 PF 0.9 52 8.5 0.0 55.7 0.0 8.6 150 FTG T PE 0.0 Al 8.5 0.0 56.6 0.0 0.079 TL 11.17 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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: 22 16.7 1.394 PL 6.38 PF 0.1 54 8.5 0.0 49.5 0.0 3.6 150 FTG Z PE 0.0 84 8.5 0.0 49.6 0.0 0.015 TL 7.38 PV 0.0 Pipe: 23 16.7 1.101 PL 31.04 PF 1.7 55 8.5 0.0 47.8 0.0 5.7 150 FTG 3Z PE 0.0 54 8.5 0.0 49.5 0.0 0.049 TL 34.04 PV 0.0 Pipe: 24 16.7 1.101 PL 10.38 PF 0.6 56 8.5 0.0 47.2 0.0 5.7 150 FTG Z PE 0.0 55 8.5 0.0 47.8 0.0 0.049 TL 11.38 PV 0.0 Pipe: 25 3.1 1.394 PL 4.00 PF 0.0 59 9.6 0.0 44.1 0.0 0.7 150 FTG T PE 0.0 58 9.6 0.0 44.2 0.0 0.001 TL 10.00 PV 0.0 Pipe: 26 63.6 1.394 PL 14.75 PF 3.8 82 19.7 0.0 36.0 0.0 13.5 150 FTG E PE 4.4 59 9.6 0.0 44.1 0.0 0.183 TL 20.75 PV 0.0 Pipe: 27 60.5 1.394 PL 11.58 PF 4.9 59 9.6 0.0 44.1 0.0 12.8 150 FTG E+2T PE 0.5 84 8.5 0.0 49.6 0.0 0.167 TL 29.58 PV 0.0 Pipe: 28 24.2 1.101 PL100.66 PF 12.3 62 29.8 0.0 16.6 0.0 8.2 150 FTG2T+16Z PE 0.0 67 29.8 0.0 28.9 0.0 0.097 TL126.66 PV 0.0 Pipe: 29 5.7 1.101 PL 8.98 PF 0.1 63 29.8 0.0 16.6 0.0 2.0 150 FTG Z PE 0.0 62 29.8 0.0 16.6 0.0 0.007 TL 9.98 PV 0.0 Pipe: 30 12.6 1.101 PL120.37 PF 4.6 63 29.8 0.0 16.6 0.0 4.3 150 FTG * PE 0.0 64 29.8 0.0 21.2 0.0 0.029 TL159.37 PV 0.0 * Fitting Equivalent Lengths = 39.0' 2E+2T+18Z Pipe: 31 12.0 1.101 PL 68.57 PF 2.4 65 29.8 0.0 18.8 0.0 4.1 150 FTG * PE 0.0 64 29.8 0.0 21.2 0.0 0.026 TL 89.57 PV 0.0 * Fitting Equivalent Lengths = 21.0' E+T+10Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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: 32 24.6 1.394 PL 12.65 PF 0.6 64 29.8 0.0 21.2 0.0 5.2 150 FTG E PE 4.8 68 18.6 0.0 26.6 0.0 0.032 TL 18.65 PV 0.0 Pipe: 33 8.0 1.101 PL 9.87 PF 0.1 65 29.8 0.0 18.8 0.0 2.7 150 FTG 2Z PE 0.0 66 29.8 0.0 18.9 0.0 0.013 TL 11.87 PV 0.0 Pipe: 34 28.5 1.101 PL 67.22 PF 10.0 66 29.8 0.0 18.9 0.0 9.7 150 FTG 9Z PS 0.0 67 29.8 0.0 28.9 0.0 0.131 TL 76.22 PV 0.0 Pipe: 35 52.7 1.394 PL 13.75 PF 2.7 67 29.8 0.0 28.9 0.0 11.2 150 FTG T+Z PE 4.4 82 19.7 0.0 36.0 0.0 0.129 TL 20.75 PV 0.0 Pipe: 36 13.6 1.394 PL 10.66 PF 0.2 68 18.6 0.0 26.6 0.0 2.9 150 FTG E+Z PE 4.4 69 8.5 0.0 31.2 0.0 0.011 TL 17.66 PV 0.0 Pipe: 37 10.9 1.394 PL 0.58 PF 0.0 68 18.6 0.0 26.6 0.0 2.3 150 FTG T PE 0.0 73 18.6 0.0 26.6 0.0 0.007 TL 6.58 PV 0.0 Pipe: 38 13.6 1.101 PL 22.75 P9' 2.1 69 8.5 0.0 31.2 0.0 4.6 150 FTG * PE -0.5 70 9.6 0.0 32.8 0.0 0.034 TL 61.75 PV 0.0 * Fitting Equivalent Lengths = 39' 5E+2T+3Z Pipe: 39 13.6 0.874 PL 1.58 PF 1.5 70 9.6 0.0 32.8 0.0 7.4 150 FTG 2E+T PE 0.5 71 8.5 0.0 34.7 0.0 0.103 TL 14.58 PV 0.0 Pipe: 40 13.6 1.101 PL176.43 PF 10.0 71 8.5 0.0 34.7 0.0 4.6 150 FTG * PE -0.5 72 9.6 0.0 44.3 0.0 0.034 TL298.43 PV 0.0 * Fitting Equivalent Lengths = 122' 17E+5T+12Z Pipe: 41 10.9 1.101 PL 31.17 PF 1.9 73 18.6 0.0 26.6 0.0 3.7 150 FTG * PE 0.0 74 18.6 0.0 28.6 0.0 0.022 TL 86.17 PV 0.0 * Fitting Equivalent Lengths = 55' 7E+3T+4Z A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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: 42 10.9 0.874 PL 1.08 PF 0.8 74 18.6 0.0 28.6 0.0 5.9 150 FTG 2E PE -0.5 75 19.7 0.0 28.8 0.0 0.068 TL 11.08 PV 0.0 Pipe: 43 10.9 1.394 PL 16.58 PF 0.3 77 19.7 0.0 35.5 0.0 2.3 150 FTG * PE 0.5 78 18.6 0.0 36.2 0.0 0.007 TL 38.58 PV 0.0 * Fitting Equivalent Lengths 221 2E+T+4Z Pipe: 44 10.9 1.394 PL 9.75 PF 0.2 78 18.6 0.0 36.2 0.0 2.3 150 FTG 2E+2T PH -0.5 82 19.7 0.0 36.0 0.0 0.007 TL 33.75 PV 0.0 Pipe: 45 77.2 1.394 PL 3.50 PF 1.4 Al 8.5 0.0 56.6 0.0 16.4 150 FTG E PE 0.0 W 8.5 0.0 58.0 0.0 0.263 TL 5.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/07/2003 JOB TITLE: KELLY RANCH BUILDING TYPE 3 REMOTE AREA #1 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 77 58.0 psi Elevation Change 81 6" 3.7 1 Pipe 171/4" PVxl5 CSC CSC 9' 150 1.394 77 2.2 1 1-1/4" Thrd Butterfly Valve Milwauk 2' 120 1.380 77 0.6 1 1-1/4" Thrd Check Valve CSC "F18" 7' 120 1.380 77 2.9 2 1-1/4" CPVC 90 Eli 12' 120 1.380 77 8.1 Hydr Ref Ri Required at BASE OF RISER 77 75.6 psi 1 4" x 1-1/4" Flngd Reducer 0' 120 4.026 77 0.0 3 4" Flngd 90 Eli 30' 120 4.026 77 0.1 2 4" Flngd Tee 40' 120 4.026 77 0.1 1 Pipe 4" C9 CLASS 200 90' 150 4.070 77 0.1 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 1 811 x 8" x 4" Flngd Tee 35' 120 8.071 77 0.0 Fixed Flow HOSE ALLOWANCE 100 gpm Hydr Ref R2 Required at Source 177 80.8 psi Water Source116.1 psi static,106.1 psi residual @ 1635 gpm 177 gpm 116.0 psi SAFETY PRESSURE 35.1 psi NOTE: Water Source has been adjusted to include a change of elevation of 21 7" 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 #6, TYPE 3 REMOTE AREA #2 -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: 71 gpm TOTAL WATER REQUIRED (including Hose): 171 gpm FLOW & PRESSURE (at Base of Riser): 71 gpm @ 93.5 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: K. KERN AUTHORITY HAVING JURISDICTION: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/07/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA BUILDING. TYPE 3 REMOTE AREA #2 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 1635.0 116.0 170.6 98.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 170.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM TOTAL HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 70.6 GPM NODE ANALYSIS DATA BUILDING TYPE 3 REMOTE AREA #2 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 5 19.7 - - - - 9.1 - - - 5S 17.9 K= 4.90 9.1 14.8 6 19.7 - - - - 13.2 - - - 6S 19.2 K= 4.90 12.8 17.6 7 19.7 - - - - 17.2 - - - 7S 19.2 K= 4.90 16.7 20.0 8 18.6 - - - - 14.2 - - - 8S 17.9 K= 4.90 13.8 18.2 13 9.6 - - - - 66.8 - - - 15 9.6 - - - - 66.4 - - - 48 18.6 - - - 17.8 - - - 50 8.5 - - - - 76.0 - - - 51 8.5 - - - - 71.9 - - - 52 8.5 - - - - 76.1 - - - 54 8.5 - - - - 70.8 - - - 55 8.5 - - - - 69.4 - - - 56 8.5 - - - - 69.0 - - - 58 9.6 - - - 66.2 - - - 59 9.6 - - - - 66.2 - - - 62 29.8 - - - - 51.6 - - - 63 29.8 - - - - 51.4 - - - 64 29.8 - - - - 48.9 - - - 65 29.8 - - - - 51.3 - - - 66 29.8 - - - - 51.6 - - - 67 29.8 - - - - 53.6 - - - 68 18.6 - - - - 53.1 - - - 69 8.5 - - - - 57.7 - - - 70 9.6 - - - - 58.6 - - - 71 8.5 - - - - 60.1 - - - 72 9.6 - - - - 66.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/07/2003 JOB TITLE: KELLY RANCH NODE ANALYSIS DATA BUILDING TYPE 3 REMOTE AREA #2 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 73 18.6 - - - - 53.1 - - - 74 18.6 - - - - 39.0 - - - 75 19.7 - - - - 32.9 - - - 76 18.6 - - - - 16.8 - - - 77 19.7 - - - - 53.3 - - - 78 18.6 - - - - 56.5 - - - 82 19.7 - - - - 58.5 - - - 83 18.6 - - - - 17.1 - - - 84 8.5 - - - - 70.9 - - - Al 8.5 - - - - 76.8 - - - W 8.5 TOP OF RISER 78.1 70.6 Nodes with T15h1 indicate a node at the top of a sprig or bottom of drop pendent. The node without an T1511 is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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 -14.8 0.874 PL 1.75 PF 0.7 5S 17.9 4.9 9.1 14.8 8.0 150 FTG E PE -0.8 5 19.7 0.0 9.1 0.0 0.120 TL 5.75 PV 0.0 Pipe: 2 14.8 0.874 PL 15.42 PF 4.1 5 19.7 0.0 9.1 0.0 8.0 150 FTG * PE 0.0 6 19.7 0.0 13.2 0.0 0.120 TL 34.42 PV 0.0 * Fitting Equivalent Lengths = 19' 3E+2T+Z Pipe: 3 -17.6 0.874 PL 0.50 PF 0.6 6S 19.2 4.9 12.8 17.6 9.5 150 FTG T PE -0.2 6 19.7 0.0 13.2 0.0 0.166 TL 3.50 PV 0.0 Pipe: 4 32.4 1.101 PL 8.92 PF 3.1 6 19.7 0.0 13.2 0.0 11.0 150 FTG 2E PE 0.5 76 18.6 0.0 16.8 0.0 0.166 TL 18.92 PV 0.0 Pipe: 5 12.2 1.101 PL 14.55 PF 0.8 76 18.6 0.0 16.8 0.0 4.1 150 FTG2E+T+Z PE -0.5 7 19.7 0.0 17.2 0.0 0.027 TL 30.55 PV 0.0 Pipe: 6 -20.0 0.874 PL 0.50 PF 0.7 7S 19.2 4.9 16.7 20.0 6.8 150 FTG T PH -0.2 7 19.7 0.0 17.2 0.0 0.164 TL 3.50 PV 0.0 Pipe: 7 32.2 1.101 PL 62.14 PF 15.8 7 19.7 0.0 17.2 0.0 10.9 150 FTG * PE 0.0 75 19.7 0.0 32.9 0.0 0.164 TL 96.14 PV 0.0 * Fitting Equivalent Lengths = 34.0' 4E+2T+4Z Pipe: 8 -18.2 0.874 PL 0.67 PF 0.6 8S 17.9 4.9 13.8 18.2 9.8 150 FTG T PE -0.3 8 18.6 0.0 14.2 0.0 0.176 TL 3.67 PV 0.0 Pipe: 9 18.2 0.874 PL 10.79 PF 3.0 8 18.6 0.0 14.2 0.0 9.8 150 FTG * PE 0.0 83 18.6 0.0 17.1 0.0 0.176 TL 16.79 PV 0.0 * Fitting Equivalent Lengths = 6' E+45L+Z Pipe: 10 15.1 1.101 PL 24.67 PF 1.7 13 9.6 0.0 66.8 0.0 5.1 150 FTG 3E+2Z PE 0.5 56 8.5 0.0 69.0 0.0 0.041 TL 41.67 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 REMOTE AREA #2 (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) I-iW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 11 15.1 1.101 PL 8.46 PF 0.4 72 9.6 0.0 66.4 0.0 5.1 150 FTG Z PE 0.0 13 9.6 0.0 66.8 0.0 0.041 TL 9.46 PV 0.0 Pipe: 12 4.1 1.101 PL 1.92 PF 0.0 15 9.6 0.0 66.4 0.0 1.4 150 FTG Z PE 0.0 72 9.6 0.0 66.4 0.0 0.004 TL 2.92 PV 0.0 Pipe: 13 4.1 1.101 PL 37.42 PF 0.2 58 9.6 0.0 66.2 0.0 1.4 150 FTG T+5Z PE 0.0 15 9.6 0.0 66.4 0.0 0.004 TL 47.42 PV 0.0 Pipe: 14 38.4 1.101 PL 97.83 PF 35.9 48 18.6 0.0 17.8 0.0 13.1 150 FTG * PE -0.5 77 19.7 0.0 53.3 0.0 0.228 TL157.83 PV 0.0 * Fitting Equivalent Lengths = 60.0' 9E+2T+5Z Pipe: 15 20.2 1.101 PL 10.33 PF 1.0 76 18.6 0.0 16.8 0.0 6.9 150 FTG 4Z PE 0.0 48 18.6 0.0 17.8 0.0 0.069 TL 14.33 PV 0.0 Pipe: 16 18.2 1.101 PL 7.25 PF 0.7 83 18.6 0.0 17.1 0.0 6.2 150 FTG T PE 0.0 48 18.6 0.0 17.8 0.0 0.057 TL 12.25 PV 0.0 Pipe: 17 33.6 1.394 PL 44.17 PF 4.1 51 8.5 0.0 71.9 0.0 7.1 150 FTG * PE 0.0 50 8.5 0.0 76.0 0.0 0.056 TL 72.17 PV 0.0 * Fitting Equivalent Lengths = 28' 2E+2T+4Z Pipe: 18 33.6 1.394 PL 14.50 PF 0.9 50 8.5 0.0 76.0 0.0 7.1 150 FTG Z PE 0.0 Al 8.5 0.0 76.8 0.0 0.056 TL 15.50 PV 0.0 Pipe: 19 37.0 1.394 PL 51.33 PF 4.2 51 8.5 0.0 71.9 0.0 7.8 150 FTG E+5Z PE 0.0 52 8.5 0.0 76.1 0.0 0.067 TL 62.33 PV 0.0 Pipe: 20 70.6 1.394 PL 4.50 PF 1.0 84 8.5 0.0 70.9 0.0 15.0 150 FTG ---- PE 0.0 51 8.5 0.0 71.9 0.0 0.222 TL 4.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 REMOTE AREA 42 (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 37.0 1.394 PL 5.17 PF 0.8 52 8.5 0.0 76.1 0.0 7.8 150 FTG T PE 0.0 Al 8.5 0.0 76.8 0.0 0.067 TL 11.17 PV 0.0 Pipe: 22 15.1 1.394 PL 6.38 PF 0.1 54 8.5 0.0 70.8 0.0 3.2 150 FTG Z PE 0.0 84 8.5 0.0 70.9 0.0 0.013 TL 7.38 PV 0.0 Pipe: 23 15.1 1.101 PL 31.04 PF 1.4 55 8.5 0.0 69.4 0.0 5.1 150 FTG 3Z PE 0.0 54 8.5 0.0 70.8 0.0 0.041 TL 34.04 PV 0.0 Pipe: 24 15.1 1.101 PL 10.38 PF 0.5 56 8.5 0.0 69.0 0.0 5.1 150 FTG Z PE 0.0 55 8.5 0.0 69.4 0.0 0.041 TL 11.38 PV 0.0 Pipe: 25 4.1 1.394 PL 4.00 PF 0.0 59 9.6 0.0 66.2 0.0 0.9 150 FTG T PE 0.0 58 9.6 0.0 66.2 0.0 0.001 TL 10.00 PV 0.0 Pipe: 26 59.5 1.394 PL 14.75 PF 3.4 82 19.7 0.0 58.5 0.0 12.6 150 FTG E PE 4.4 59 9.6 0.0 66.2 0.0 0.162 TL 20.75 PV 0.0 Pipe: 27 55.4 1.394 PL 11.58 PF 4.2 59 9.6 0.0 66.2 0.0 11.8 150 FTG E+2T PE 0.5 84 8.5 0.0 70.9 0.0 0.142 TL 29.58 PV 0.0 Pipe: 28 9.1 1.101 PL 8.98 PF 0.2 63 29.8 0.0 51.4 0.0 3.1 150 FTG Z PE 0.0 62 29.8 0.0 51.6 0.0 0.016 TL 9.98 PV 0.0 Pipe: 29 9.1 1.101 PL100.66 PF 2.0 62 29.8 0.0 51.6 0.0 3.1 150 FTG2T+16Z PE 0.0 67 29.8 0.0 53.6 0.0 0.016 TL126.66 PV 0.0 Pipe: 30 9.1 1.101 PL120.37 PF 2.6 64 29.8 0.0 48.9 0.0 3.1 150 FTG * PE 0.0 63 29.8 0.0 51.4 0.0 0.016 TL160.37 PV 0.0 * Fitting Equivalent Lengths = 40' 2E+2T+19Z Pipe: 31 12.0 1.101 PL 68.57 PF 2.4 64 29.8 0.0 46.9 0.0 4.1 150 FTG * PE 0.0 65 29.8 0.0 51.3 0.0 0.026 TL 90.57 PV 0.0 * Fitting Equivalent Lengths = 22' E+T+11Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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: 32 21.1 1.394 PL 12.65 PF 0.6 68 18.6 0.0 53.1 0.0 4.5 150 FTG E+T PE -4.8 64 29.8 0.0 48.9 0.0 0.024 TL 24.65 PV 0.0 Pipe: 33 12.0 1.101 PL 9.87 PF 0.3 65 29.8 0.0 51.3 0.0 4.1 150 FTG 2Z PE 0.0 66 29.8 0.0 51.6 0.0 0.026 TL 11.87 PV 0.0 Pipe: 34 12.0 1.101 PL 67.22 PF 2.0 66 29.8 0.0 51.6 0.0 4.1 150 FTG 9Z PE 0.0 67 29.8 0.0 53.6 0.0 0.026 TL 76.22 PV 0.0 Pipe: 35 21.1 1.394 PL 13.75 PF 0.5 67 29.8 0.0 53.6 0.0 4.5 150 FTG T+Z PE 4.4 82 19.7 0.0 58.5 0.0 0.024 TL 20.75 PV 0.0 Pipe: 36 11.1 1.394 PL 10.66 PF 0.2 68 18.6 0.0 53.1 0.0 2.3 150 FTG E-i-T PE 4.4 69 8.5 0.0 57.7 0.0 0.007 TL 22.66 PV 0.0 Pipe: 37 32.2 1.394 PL 0.58 PF 0.0 73 18.6 0.0 53.1 0.0 6.8 150 FTG ---- PE 0.0 68 18.6 0.0 53.1 0.0 0.052 TL 0.58 PV 0.0 Pipe: 38 11.1 1.101 PL 22.75 PF 1.4 69 8.5 0.0 57.7 0.0 3.8 150 FTG * PR -0.5 70 9.6 0.0 58.6 0.0 0.023 TL 61.75 PV 0.0 * Fitting Equivalent Lengths = 39' 5E+2T+3Z Pipe: 39 11.1 0.874 PL 1.58 PF 1.0 70 9.6 0.0 58.6 0.0 6.0 150 FTG 2E+T PE 0.5 71 8.5 0.0 60.1 0.0 0.070 TL 14.58 PV 0.0 Pipe: 40 11.1 1.101 PL176.43 PF 6.8 71 8.5 0.0 60.1 0.0 3.8 150 FTG ' PE -0.5 72 9.6 0.0 66.4 0.0 0.023 TL298.43 PV 0.0 * Fitting Equivalent Lengths = 122' 17E+5T+12Z Pipe: 41 32.2 1.101 PL 31.17 PF 14.1 74 18.6 0.0 39.0 0.0 10.9 150 FTG * PE 0.0 73 18.6 0.0 53.1 0.0 0.164 TL 86.17 PV 0.0 * Fitting Equivalent Lengths = 55.0' 7E+3T+4Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 REMOTE AREA 42 (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 32.2 0.874 PL 1.08 PF 5.6 75 19.7 0.0 32.9 0.0 17.4 150 FTG 2E PE 0.5 74 18.6 0.0 39.0 0.0 0.505 TL 11.08 PV 0.0 Pipe: 43 38.4 1.394 PL 16.58 PF 2.8 77 19.7 0.0 53.3 0.0 8.2 150 FTG * PE 0.5 78 18.6 0.0 56.5 0.0 0.072 TL 38.58 PV 0.0 * Fitting Equivalent Lengths = 22' 2E+T+4Z Pipe: 44 38.4 1.394 PL 9.75 PF 2.4 78 18.6 0.0 56.5 0.0 8.2 150 FTG 2E+2T PE -0.5 82 19.7 0.0 58.5 0.0 0.072 TL 33.75 PV 0.0 Pipe: 45 70.6 1.394 PL 3.50 PF 1.2 Al 8.5 0.0 76.8 0.0 15.0 150 FTG E PE 0.0 W 8.5 0.0 78.1 0.0 0.222 TL 5.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/07/2003 JOB TITLE: KELLY RANCH BUILDING TYPE 3 REMOTE AREA #2 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref W Required at Hyd Area 2 Elevation Change 81 6" 1 Pipe 1-1/4' PVx15 CSC CSC 9' 150 1.394 1 11/4 1 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 Page 9 FLOW LOSS gpm psi TOTALS 71 78.1 psi 3.7 71 1.9 71 0.5 71 2.5 71 6.9 Hydr Ref Rl Required at BASE OF RISER 71 93.5 psi 1 4" x 1-1/4" Flngd Reducer 0' 120 4.026 71 0.0 3 4" Flngd 90 Ell 30' 120 4.026 71 0.1 2 4" Flngd Tee 40' 120 4.026 71 0.1 1 Pipe 4" C9 CLASS 200 90' 150 4.070 71 0.1 1 4" Flngd Back Flow Valve FEBCO 11 876 CHART LOSS 71 3.4 3 4" Flngd 90 Ell 30' 120 4.026 71 0.1 3 4" Flngd Tee 60' 120 4.026 71 0.1 5 4" Flngd Gate Valve CSC 11722U" 10' 120 4.026 71 0.0 1 Pipe 4" C9 CLASS 200 822' 150 4.070 71 1.0 1 8" x 8" x 4" Flngd Tee 35' 120 8.071 71 0.0 Fixed Flow HOSE ALLOWANCE 100 gpm Hydr Ref R2 Required at Source 171 98.3 psi Water Source116.1 psi static,106.1 psi residual © 1635 gpm 171 gpm 116.0 psi SAFETY PRESSURE 17.6 psi NOTE: Water Source has been adjusted to include a change of elevation of 21 7" 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 #6, TYPE 3 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 @ 71.2 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: K. KERN AUTHORITY HAVING JURISDICTION: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/07/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA BUILDING TYPE 3 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 1635.0 116.0 174.0 76.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT,SOURCE 174.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM TOTAL HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 74.0 GPM NODE ANALYSIS DATA BUILDING TYPE 3 REMOTE AREA #3 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 7 19.7 - - - - 29.5 - - - 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 - - - uS 19.2 K= 4.90 12.3 17.2 12 19.7 - - - - 16.7 - - - 12S 17.9 K= 4.90 16.3 19.8 13 9.6 - - - - 42.8 - - - 15 9.6 - - - - 42.3 - - - 48 18.6 - - - - 29.2 - - - 50 8.5 - - - - 52.4 - - - 51 8.5 - - - - 48.0 - - - 52 8.5 - - - - 52.6 - - - 54 8.5 - - - - 46.8 - - - 55 8.5 - - - - 45.4 - - - 56 8.5 - - - - - 44.9 - - - 58 9.6 - - - - 41.8 - - - 59 9.6 - - - - 41.8 - - - 62 29.8 - - - - 28.9 - - - 63 29.8 - - - - 28.9 - - - 64 29.8 - - - - 28.8 - - - 65 29.8 - - - - 28.9 - - - 66 29.8 - - - - 28.9 - - - 67 29.8 - - - - 28.9 - - - 68 18.6 - - - - 33.7 - - - 69 8.5 - - - - 38.1 - - - 70 9.6 - - - - 38.4 - - - 71 8.5 -. - - - 39.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/07/2003 JOB TITLE: KELLY RANCH NODE ANALYSIS DATA BUILDING TYPE 3 REMOTE AREA 43 Node Tag Elevation Node Type Pressure Discharge ft . (PSI) (GPM) 72 9.6 - - - - 42.4 - - - 73 18.6 - - - - 33.7 - - - 74 18.6 - - - - 32.2 - - - 75 19.7 - - - - 31.1 - - - 76 18.6 - - - - 29.5 - - - 77 19.7 - - - - 26.0 - - - 78 18.6 - - - - 26.3 - - - 79 19.7 - - - - 20.3 - - - 80 19.7 - - - - 14.5 - - - 81 19.7 - - - - 17.9 - - - 82 19.7 - - - - 33.3 - - - 84 8.5 - - - - 46.9 - - - Al 8.5 - - - - 53.4 - - - W 8.5 TOP OF RISER 54.7 74.0 Nodes with "5" indicate a node at the top of a sprig or bottom of drop pendent. The node without an IT5TI is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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 9.5 1.101 PL 14.55 PF 0.4 76 18.6 0.0 29.5 0.0 3.2 150 FTG 2E+Z PE -0.5 7 19.7 0.0 29.5 0.0 0.017 TL 25.55 PV 0.0 Pipe: 2 9.5 1.101 PL 62.14 PF 1.7 7 19.7 0.0 29.5 0.0 3.2 150 FTG * PE 0.0 75 19.7 0.0 31.1 0.0 0.017 TL 96.14 PV 0.0 * Fitting Equivalent Lengths = 34.0 4E+2T+4Z 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 80 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 80 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 0.7 105 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 4.00 PF 4.3 10 19.7 0.0 16.0 0.0 18.5 150 FTG T PE 0.0 79 19.7 0.0 20.3 0.0 0.431 TL 10.00 PV 0.0 Pipe: 8 -17.2 0.874 PL 0.50 PF 0.7 uS 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 80 19.7 0.0 14.5 0.0 0.158 TL 11.08 PV 0.0 Pipe: 10 -19.8 0.874 PL 1.75 PF 1.2 12S 17.9 4.9 16.3 19.8 10.7 150 FTG E PE -0.8 12 19.7 0.0 16.7 0.0 0.205 TL 5.75 PV 0.0 Pipe: 11 19.8 0.874 PL 3.08 PF 1.2 12 19.7 0.0 16.7 0.0 10.7 150 FTG T PE 0.0 81 19.7 0.0 17.9 0.0 0.205 TL 6.08 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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 15.3 1.101 PL 24.67 PF 1.7 13 9.6 0.0 42.8 0.0 5.2 150 FTG 3E+2Z PE 0.5 56 8.5 0.0 44.9 0.0 0.041 TL 41.67 PV 0.0 Pipe: 13 15.3 1.101 PL 8.46 PF 0.4 72 9.6 0.0 42.4 0.0 5.2 150 FTG Z PE 0.0 13 9.6 0.0 42.8 0.0 0.041 TL 9.46 PV 0.0 Pipe: 14 7.6 1.101 PL 1.92 PF 0.0 15 9.6 0.0 42.3 0.0 2.6 150 FTG Z PE 0.0 72 9.6 0.0 42.4 0.0 0.011 TL 2.92 PV 0.0 Pipe: 15 7.6 1.101 PL 37.42 PF 0.5 58 9.6 0.0 41.8 0.0 2.6 150 FTG T+5Z PE 0.0 15 9.6 0.0 42.3 0.0 0.011 TL 47.42 PV 0.0 Pipe: 16 9.5 1.101 PL 97.83 PF 2.7 77 19.7 0.0 26.0 0.0 3.2 150 FTG * PE 0.5 48 18.6 0.0 29.2 0.0 0.017 TL158.83 PV 0.0 * Fitting Equivalent Lengths = 61' 9E+2T+6Z Pipe: 17 9.5 1.101 PL 10.33 PF 0.3 48 18.6 0.0 29.2 0.0 3.2 150 FTG T+2Z PE 0.0 76 18.6 0.0 29.5 0.0 0.017 TL 17.33 PV 0.0 Pipe: 18 35.2 1.394 PL 14.50 PF 1.0 50 8.5 0.0 52.4 0.0 7.5 150 FTG Z PE 0.0 Al 8.5 0.0 53.4 0.0 0.062 TL 15.50 PV 0.0 Pipe: 19 35.2 1.394 PL 44.17 PF 4.4 51 8.5 0.0 48.0 0.0 7.5 150 FTG * PE 0.0 50 8.5 0.0 52.4 0.0 0.062 TL 72.17 PV 0.0 * Fitting Equivalent Lengths = 28' 2E+2T+4Z Pipe: 20 74.0 1.394 PL 4.50 PF 1.1 84 8.5 0.0 46.9 0.0 15.7 150 FTG PE 0.0 51 8.5 0.0 48.0 0.0 0.243 TL 4.50 PV 0.0 Pipe: 21 38.8 1.394 PL 51.33 PF 4.6 51 8.5 0.0 48.0 0.0 8.2 150 FTG E+5Z PE 0.0 52 8.5 0.0 52.6 0.0 0.073 TL 62.33 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/07/2003 JOE TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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: 22 38.8 1.394 PL 5.17 PF 0.8 52 8.5 0.0 52.6 0.0 8.2 150 FTG T PE 0.0 Al 8.5 0.0 53.4 0.0 0.073 TL 11.17 PV 0.0 Pipe: 23 15.3 1.394 PL 6.38 PF 0.1 54 8.5 0.0 46.8 0.0 3.2 150 FTG Z PE 0.0 84 8.5 0.0 46.9 0.0 0.013 TL 7.38 PV 0.0 Pipe: 24 15.3 1.101 PL 31.04 PF 1.4 55 8.5 0.0 45.4 0.0 5.2 150 FTG 3Z PE 0.0 54 8.5 0.0 46.8 0.0 0.041 TL 34.04 PV 0.0 Pipe: 25 15.3 1.101 PL 10.38 PF 0.5 56 8.5 0.0 44.9 0.0 5.2 150 FTG Z PH 0.0 55 8.5 0.0 45.4 0.0 0.041 TL 11.38 PV 0.0 Pipe: 26 7.6 1.394 PL 4.00 PF 0.0 59 9.6 0.0 41.8 0.0 1.6 150 FTG T PE 0.0 58 9.6 0.0 41.8 0.0 0.004 TL 10.00 PV 0.0 Pipe: 27 66.3 1.394 PL 14.75 PF 4.1 82 19.7 0.0 33.3 0.0 14.1 150 FTG E PE 4.4 59 9.6 0.0 41.8 0.0 0.198 TL 20.75 PV 0.0 Pipe: 28 58.8 1.394 PL 11.58 PF 4.7 59 9.6 0.0 41.8 0.0 12.5 150 FTG E+2T PE 0.5 84 8.5 0.0 46.9 0.0 0.158 TL 29.58 PV 0.0 Pipe: 29 0.8 1.101 PL100.66 PF 0.0 62 29.8 0.0 28.9 0.0 0.3 150 FTG2T+16Z PE 0.0 67 29.8 0.0 28.9 0.0 0.000 TL126.66 PV 0.0 Pipe: 30 0.8 1.101 PL 8.98 PF 0.0 63 29.8 0.0 28.9 0.0 0.3 150 FTG Z PE 0.0 62 29.8 0.0 28.9 0.0 0.000 TL 9.98 PV 0.0 Pipe: 31 0.8 1.101 PL120.37 PF 0.0 64 29.8 0.0 28.8 0.0 0.3 150 FTG * PH 0.0 63 29.8 0.0 28.9 0.0 0.000 TL160.37 PV 0.0 * Fitting Equivalent Lengths = 40' 2E+2T+19Z Pipe: 32 1.1 1.101 PL 68.57 PF 0.0 64 29.8 0.0 28.8 0.0 0.4 150 FTG * PE 0.0 65 29.8 0.0 28.9 0.0 0.000 TL 90.57 PV 0.0 * Fitting Equivalent Lengths = 22' E+T+llZ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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: 33 1.8 1.394 PL 12.65 PF -0.0 68 18.6 0.0 33.7 0.0 0.4 150 FTG E+T PE -4.8 64 29.8 0.0 28.8 0.0 0.000 TL 24.65 PV 0.0 Pipe: 34 1.1 1.101 PL 9.87 PF 0.0 65 29.8 0.0 28.9 0.0 0.4 150 FTG 2Z PE 0.0 66 29.8 0.0 28.9 0.0 0.000 TL 11.87 PV 0.0 Pipe: 35 1.1 1.101 PL 67.22 PF 0.0 66 29.8 0.0 28.9 0.0 0.4 150 FTG 9Z PE 0.0 67 29.8 0.0 28.9 0.0 0.000 TL 76.22 PV 0.0 Pipe: 36 1.8 1.394 PL 13.75 PF 0.0 67 29.8 0.0 28.9 0.0 0.4 150 FTG T+Z PE 4.4 82 19.7 0.0 33.3 0.0 0.000 TL 20.75 PV 0.0 Pipe: 37 7.7 1.394 PL 10.66 PF 0.1 68 18.6 0.0 33.7 0.0 1.6 150 FTG E+T PE 4.4 69 8.5 0.0 38.1 0.0 0.004 TL 22.66 PV 0.0 Pipe: 38 9.5 1.394 PL 0.58 PF 0.0 73 18.6 0.0 33.7 0.0 2.0 150 FTG ---- PE 0.0 68 18.6 0.0 33.7 0.0 0.005 TL 0.58 PV 0.0 Pipe: 39 7.7 1.101 PL 22.75 PF 0.7 69 8.5 0.0 38.1 0.0 2.6 150 FTG * PE -0.5 70 9.6 0.0 38.4 0.0 0.012 TL 61.75 PV 0.0 * Fitting Equivalent Lengths = 39' 5E+2T+3Z Pipe: 40 7.7 0.874 PL 1.58 PF 0.5 70 9.6 0.0 38.4 0.0 4.1 150 FTG 2E+T PE 0.5 71 8.5 0.0 39.4 0.0 0.036 TL 14.58 PV 0.0 Pipe: 41 7.7 1.101 PL176.43 PF 3.5 71 8.5 0.0 39.4 0.0 2.6 150 FTG * PE -0.5 72 9.6 0.0 42.4 0.0 0.012 TL298.43 PV 0.0 * Fitting Equivalent Lengths = 1221 17E+5T+12Z Pipe: 42 9.5 1.101 PL 31.17 PF 1.5 74 18.6 0.0 32.2 0.0 3.2 150 FTG * PE 0.0 73 18.6 0.0 33.7 0.0 0.017 TL 86.17 PV 0.0 * Fitting Equivalent -Lengths = 55.0' 7E+3T+4Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 REMOTE AREA 43 (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 9.5 0.874 PL 1.08 PF 0.6 75 19.7 0.0 31.1 0.0 5.1 150 FTG 2E PE 0.5 74 18.6 0.0 32.2 0.0 0.053 TL 11.08 PV 0.0 Pipe: 44 9.5 1.394 PL 16.58 PF 0.2 78 18.6 0.0 26.3 0.0 2.0 150 FTG 2E+5Z PE -0.5 77 19.7 0.0 26.0 0.0 0.005 TL 33.58 PV 0.0 Pipe: 45 74.0 1.394 PL 10.67 PF 5.5 79 19.7 0.0 20.3 0.0 15.7 150 FTG 2E PE 0.5 78 18.6 0.0 26.3 0.0 0.243 TL 22.67 PV 0.0 Pipe: 46 64.5 1.394 PL 9.75 PF 7.5 78 18.6 0.0 26.3 0.0 13.7 150 FTG 2E+3T PE -0.5 82 19.7 0.0 33.3 0.0 0.188 TL 39.75 PV 0.0 Pipe: 47 19.8 0.874 PL 4.50 PF 2.4 81 19.7 0.0 17.9 0.0 10.7 150 FTG T+Z PE 0.0 79 19.7 0.0 20.3 0.0 0.205 TL 11.50 PV 0.0 Pipe: 48 74.0 1.394 PL 3.50 PF 1.3 Al 8.5 0.0 53.4 0.0 15.7 150 FTG E PE 0.0 W 8.5 0.0 54.7 0.0 0.243 TL 5.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/07/2003 JOB TITLE: KELLY RANCH BUILDING TYPE 3 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 54.7 psi Elevation Change 8 1 611 3.7 1 Pipe 1-1/4" PVx15 CSC CSC 91 150 1.394 74 2.1 1 1-1/4" Thrd Butterfly Valve Milwauk 2' 120 1.380 74 0.6 1 11/4' Thrd Check Valve CSC "F18" 7' 120 1.380 74 2.7 2 1-1/41ICPVC 90 Ell 12' 120 1.380 74 7.5 Hydr Ref Rl Required at BASE OF RISER 74 71.2 psi 1 4" x 1-1/4" Flngd Reducer 0' 120 4.026 74 0.0 3 411 Flngd 90 Ell 30' 120 4.026 74 0.1 2 4" Flngd Tee 40' 120 4.026 74 0.1 1 Pipe 4" C9 CLASS 200 90' 150 4.070 74 0.1 1 4" Flngd Back Flow Valve FEBCO 11 876 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 8" x 4" Flngd Tee 35' 120 8.071 74 0.0 Fixed Flow HOSE ALLOWANCE 100 gpm Hydr Ref R2 Required at Source 174 76.3 psi Water Source116.1 psi static,106.1 psi residual @ 1635 gpm 174 gpm 116.0 psi SAFETY PRESSURE 39.7 psi NOTE: Water Source has been adjusted to include a change of elevation of 21 7" 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 #6, TYPE 3 REMOTE AREA #4 -DESIGN DATA- OCCUPANCY CLASSIFICATION : ORD GRP 1 DENSITY : 0.15 gpm/sq. ft. AREA OF APPLICATION: GARAGE COVERAGE PER SPRINKLER : 127 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 TOTAL SPRINKLER WATER FLOW REQUIRED: 80 gpm TOTAL WATER REQUIRED (including Hose): 330 gpm FLOW & PRESSURE (at Base of Riser): 80 gpm @ 52.2 psi SPRINKLER ORIFICE SIZE: 1/2 NAME OF ORGANIZATION: AUTOMATIC FIRE SPRINKLERS, INC. NAME OF DESIGNER: K. KERN AUTHORITY HAVING JURISDICTION: ) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/07/2003 JOB TITLE: KELLY RANCH WATER SUPPLY DATA BUILDING TYPE 3 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 1635.0 115.6 330.4 Page 2 PRESS (PSI) 57.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 330.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM TOTAL HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 80.4 GPM NODE ANALYSIS DATA BUILDING TYPE 3 REMOTE AREA #4 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 7 19.7 - - - - 17.3 - - - 13 9.6 - - - - 14.2 - - - 13S 9.1 K= 5.60 13.6 20.7 14 9.6 - - - - 12.2 - - - 14S 9.1 K= 5.60 11.6 19.0 15 9.6 - - - - 14.8 - - - 15S 9.1 K= 5.60 14.2 21.1 16 9.6 - - - - 12.9 - - - 16S 9.1 K= 5.60 12.2 19.6 48 18.6 - - - - 17.8 - - - 50 8.5 - - - - - 30.9 - - - 51 8.5 - - - - 25.8 - - - 52 8.5 - - - - 31.1 - - - 54 8.5 - - - - 23.9 - - - 55 8.5 - - - - 15.5 - - - 56 8.5 - - - - 14.7 - - - 58 9.6 - - - - 21.9 - - - 59 9.6 -- - - 22.2 - - - 62 29.8 - - - - 13.0 - - - 63 29.8 - - - - 13.0 - - - 64 29.8 - - - - 12.7 - - - 65 29.8 - - - - 12.9 - - - 66 29.8 - - - - 13.0 - - - 67 29.8 L - - - 13.2 - - - 68 18.6 - - - - 17.4 - - - 69 8.5 - - - - 21.7 - - - 70 9.6 - - - - 20.3 - - - 71 8.5 - - - - 20.0 - - - 72 9.6 - - - - 14.7 - - - 73 18.6 - - - - 17.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/07/2003 JOB TITLE: KELLY RANCH NODE ANALYSIS DATA BUILDING TYPE 3 REMOTE AREA 44 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 74 18.6 - - - - 17.6 - - - 75 19.7 - - - - 17.2 - - - 76 18.6 - - - - 17.8 - - - 77 19.7 - - - - 17.6 - - - 78 18.6 - - - - 18.1 - - - 82 19.7 - - - - 17.6 - - - 84 8.5 - - - - 24.5 - - - 85 9.6 - - - - 12.7 - - - 86 9.6 - - - - 13.4 - - - Al 8.5 - - - - 32.0 - - - W 8.5 TOP OF RISER 33.6 80.4 Nodes with 115T1 indicate a node at the top of a sprig or bottom of drop pendent. The node without an II5TI is on the branch S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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 2.6 1.101 PL 14.55 PF 0.0 7 19.7 0.0 17.3 0.0 0.9 150 FTG 2E+T PE 0.5 76 18.6 0.0 17.8 0.0 0.002 TL 29.55 PV 0.0 Pipe: 2 2.6 1.101 PL 62.14 PF 0.1 75 19.7 0.0 17.2 0.0 0.9 150 FTG * PE 0.0 7 19.7 0.0 17.3 0.0 0.002 TL 97.14 PV 0.0 * Fitting Equivalent Lengths = 35' 4E+2T+5Z Pipe: 3 1.5 1.101 PL 24.67 PF 0.0 13 9.6 0.0 14.2 0.0 0.5 150 FTG 3E+2Z PE 0.5 56 8.5 0.0 14.7 0.0 0.001 TL 41.67 PV 0.0 Pipe: 4 -20.7 0.874 PL 0.50 PF 0.8 13S 9.1 5.6 13.6 20.7 11.2 150 FTG T PE -0.2 13 9.6 0.0 14.2 0.0 0.063 TL 3.50 PV 0.0 Pipe: 5 19.1 1.101 PL 8.46 PF 0.5 13 9.6 0.0 14.2 0.0 6.5 150 FTG ---- PE 0.0 72 9.6 0.0 14.7 0.0 0.063 TL 8.46 PV 0.0 Pipe: 6 -19.0 0.874 PL 0.50 PF 0.9 14S 9.1 5.6 11.6 19.0 10.3 150 FTG E PE -0.2 14 9.6 0.0 12.2 0.0 0.191 TL 4.50 PV 0.0 Pipe: 7 19.0 0.874 PL 2.33 PF 0.4 14 9.6 0.0 12.2 0.0 10.3 150 FTG ---- PE 0.0 85 9.6 0.0 12.7 0.0 0.191 TL 2.33 PV 0.0 Pipe: 8 10.0 1.101 PL 1.92 PF 0.1 72 9.6 0.0 14.7 0.0 3.4 150 FTG 2Z PE 0.0 15 9.6 0.0 14.8 0.0 0.019 TL 3.92 PV 0.0 Pipe: 9 -21.1 0.874 PL 0.50 PF 0.8 15S 9.1 5.6 14.2 21.1 11.4 150 FTG T PE -0.2 15 9.6 0.0 14.8 0.0 0.154 TL 3.50 PV 0.0 Pipe: 10 31.1 1.101 PL 37.42 PF 7.1 15 9.6 0.0 14.8 0.0 10.6 150 FTG T+4Z PE 0.0 58 9.6 0.0 21.9 0.0 0.154 TL 46.42 PV 0.0 Pipe: 11 -19.6 0.874 PL 0.50 PF 0.9 16S 9.1 5.6 12.2 19.6 10.6 150 FTG E PE -0.2 16 9.6 0.0 12.9 0.0 0.202 TL 4.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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: 12 19.6 0.874 PL 2.33 PF 0.5 16 9.6 0.0 12.9 0.0 10.6 150 FTG ---- PE 0.0 86 9.6 0.0 13.4 0.0 0.202 TL 2.33 PV 0.0 Pipe: 13 2.6 1.101 PL 97.83 PF 0.2 48 18.6 0.0 17.8 0.0 0.9. 150 FTG * PE -0.5 77 19.7 0.0 17.6 0.0 0.002 TL157.83 PV 0.0 * Fitting Equivalent Lengths = 60.0 9E+2T+5Z Pipe: 14 2.6 1.101 PL 10.33 PF 0.0 76 18.6 0.0 17.8 0.0 0.9 150 FTG 3Z PE 0.0 48 18.6 0.0 17.8 0.0 0.002 TL 13.33 PV 0.0 Pipe: 15 38.3 1.394 PL 14.50 PF 1.1 50 8.5 0.0 30.9 0.0 8.1 150 FTG Z PE 0.0 Al 8.5 0.0 32.0 0.0 0.072 TL 15.50 PV 0.0 Pipe: 16 38.3 1.394 PL 44.17 PF 5.2 51 8.5 0.0 25.8 0.0 8.1 150 FTG * PE 0.0 50 8.5 0.0 30.9 0.0 0.072 TL 72.17 PV 0.0 * Fitting Equivalent Lengths = 28' 2E+2T+4Z Pipe: 17 80.4 1.394 PL 4.50 PF 1.3 84 8.5 0.0 24.5 0.0 17.1 150 FTG ---- PE 0.0 51 8.5 0.0 25.8 0.0 0.283 TL 4.50 PV 0.0 Pipe: 18 42.1 1.394 PL 51.33 PF 5.3 51 8.5 0.0 25.8 0.0 8.9 150 FTG E+5Z PE 0.0 52 8.5 0.0 31.1 0.0 0.086 TL 62.33 PV 0.0 Pipe: 19 42.1 1.394 PL 5.17 PF 1.0 52 8.5 0.0 31.1 0.0 8.9 150 FTG T PE 0.0 Al 8.5 0.0 32.0. 0.0 0.086 TL 11.17 PV 0.0 Pipe: 20 40.2 1.394 PL 6.38 PF 0.6 54 8.5 0.0 23.9 0.0 8.5 150 FTG Z PE 0.0 84 8.5 0.0 24.5 0.0 0.078 TL 7.38 PV 0.0 Pipe: 21 40.2 1.101 PL 31.04 PF 8.4 55 8.5 0.0 15.5 0.0 13.7 150 FTG 3Z PE 0.0 54 8.5 0.0 23.9 0.0 0.247 TL 34.04 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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: 22 20.6 1.101 PL 10.38 PF 0.8 56 8.5 0.0 14.7. 0.0 7.0 150 FTG Z PE 0.0 55 8.5 0.0 15.5 0.0 0.072 TL 11.38 PV 0.0 Pipe: 23 19.6 0.874 PL 1.08 PF 1.6 86 9.6 0.0 13.4 0.0 10.6 150 FTG E+T PE 0.5 55 8.5 0.0 15.5 0.0 0.202 TL 8.08 PV 0.0 Pipe: 24 19.0 0.874 PL 1.08 PF 1.5 85 9.6 0.0 12.7 0.0 10.3 150 FTG E+T PE 0.5 56 8.5 0.0 14.7 0.0 0.191 TL 8.08 PV 0.0 Pipe: 25 31.1 1.394 PL 4.00 PF 0.2 58 9.6 0.0 21.9 0.0 6.6 150 FTG Z PE 0.0 59 9.6 0.0 22.2 0.0 0.049 TL 5.00 PV 0.0 Pipe: 26 9.2 1.394 PL 14.75 PF 0.1 82 19.7 0.0 17.6 0.0 2.0 150 FTG E+T PE 4.4 59 9.6 0.0 22.2 0.0 0.005 TL 26.75 PV 0.0 Pipe: 27 40.3 1.394 PL 11.58 PF 1.9 59 9.6 0.0 22.2 0.0 8.5 150 FTG E+T PE 0.5 84 8.5 0.0 24.5 0.0 0.079 TL 23.58 PV 0.0 Pipe: 28 2.9 1.101 PL100.66 PF 0.2 62 29.8 0.0 13.0 0.0 1.0 150 FTG2T+16Z PE 0.0 67 29.8 0.0 13.2 0.0 0.002 TL126.66 PV 0.0 Pipe: 29 2.9 1.101 PL 8.98 PF 0.0 63 29.8 0.0 13.0 0.0 1.0 150 FTG Z PE 0.0 62 29.8 0.0 13.0 0.0 0.002 TL 9.98 PV 0.0 Pipe: 30 2.9 1.101 PL120.37 PF 0.3 64 29.8 0.0 12.7 0.0 1.0 150 FTG * PH 0.0 63 29.8 0.0 13.0 0.0 0.002 TL160.37 PV 0.0 * Fitting Equivalent Lengths = 40' 2E+2T+19Z Pipe: 31 3.8 1.101 PL 68.57 PF 0.3 64 29.8 0.0 12.7 0.0 1.3 150 FTG * PE 0.0 65 29.8 0.0 12.9 0.0 0.003 TL 90.57 PV 0.0 * Fitting Equivalent Lengths = 22' E+T+11Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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: 32 6.6 1.394 PL 12.65 PF 0.0 68 18.6 0.0 17.4 0.0 1.4 150 FTG E+Z PE -4.8 64 29.8 0.0 12.7 0.0 0.003 TL 19.65 PV 0.0 Pipe: 33 3.8 1.101 PL 9.87 PF 0.0 65 29.8 0.0 12.9 0.0 1.3 150 FTG 2Z PE 0.0 66 29.8 0.0 13.0 0.0 0.003 TL 11.87 PV 0.0 Pipe: 34 3.8 1.101 PL 67.22 PF 0.2 66 29.8 0.0 13.0 0.0 1.3 150 FTG 9Z PE 0.0 67 29.8 0.0 13.2 0.0 0.003 TL 76.22 PV 0.0 Pipe: 35 6.6 1.394 PL 13.75 PF 0.1 67 29.8 0.0 13.2 0.0 1.4 150 FTG T+Z PE 4.4 82 19.7 0.0 17.6. 0.0 0.003 TL 20.75 PV 0.0 Pipe: 36 9.2 1.394 PL 10.66 PF 0.1 69 8.5 0.0 21.7 0.0 2.0 150 FTG E PE -4.4 68 18.6 0.0 17.4 0.0 0.005 TL 16.66 PV 0.0 Pipe: 37 2.6 1.394 PL 0.58 PF 0.0 68 18.6 0.0 17.4 0.0 0.5 150 FTG T PE 0.0 73 18.6 0.0 17.5 0.0 0.000 TL 6.58 PV 0.0 Pipe: 38 9.2 1.101 PL 22.75 PF 1.0 70 9.6 0.0 20.3 0.0 3.1 150 FTG * PE 0.5 69 8.5 0.0 21.7 0.0 0.016 TL 61.75 PV 0.0 * Fitting Equivalent Lengths = 39.0' 5E+2T+3Z Pipe: 39 9.2 0.874 PL 1.58 PF 0.7 71 8.5 0.0 20.0 0.0 5.0 150 FTG 2E+T PS -0.5 70 9.6 0.0 20.3 0.0 0.050 TL 14.58 PV 0.0 Pipe: 40 9.2 1.101 PL176.43 PF 4.8 72 9.6 0.0 14.7 0.0 3.1 150 FTG * PE 0.5 71 8.5 0.0 20.0 0.0 0.016 TL298.43 PV 0.0 * Fitting Equivalent Lengths = 122.0' 17E+5T+12Z Pipe: 41 2.6 1.101 PL 31.17 PF 0.1 73 18.6 0.0 17.5 0.0 0.9 150 FTG * PS 0.0 74 18.6 0.0 17.6 0.0 0.002 TL 86.17 PV 0.0 * Fitting Equivalent Lengths = 55' 7E+3T+4Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 04/07/2003 JOB TITLE: KELLY RANCH PIPE DATA BUILDING TYPE 3 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: 42 2.6 0.874 PL 1.08 PF 0.1 74 18.6 0.0 17.6 0.0 1.4 150 FTG 2E PE -0.5 75 19.7 0.0 17.2. 0.0 0.005 TL 11.08 PV 0.0 Pipe: 43 2.6 1.394 PL 16.58 PF 0.0 77 19.7 0.0 17.6 0.0 0.5 150 FTG * PE 0.5 78 18.6 0.0 18.1 0.0 0.000 TL 38.58 PV 0.0 * Fitting Equivalent Lengths = 221 2E+T+4Z Pipe: 44 2.6 1.394 PL 9.75 PF 0.0 78 18.6 0.0 18.1 0.0 0.5 150 FTG 2E+2T PE -0.5 82 19.7 0.0 17.6 0.0 0.000 TL 33.75 PV 0.0 Pipe: 45 80.4 1.394 PL 3.50 PF 1.6 Al 8.5 0.0 32.0 0.0 17.1 150 FTG E PE 0.0 W 8.5 0.0 33.6 0.0 0.283 TL 5.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 04/07/2003 JOB TITLE: KELLY RANCH BUILDING TYPE 3 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 80 33.6 psi Elevation Change 81 611 3.7 1 Pipe 1_1/411 PVx15 CSC CSC 9' 150 1.394 80 2.4 1 1-1/4" Thrd Butterfly Valve Milwauk 2' 120 1.380 80 0.7 1 1-1/4" Thrd Check Valve CSC "F18" 7' 120 1.380 80 3.1 2 1-1/4" CPVC 90 Ell 12' 120 1.380 80 8.7 Hydr Ref Rl Required at BASE OF RISER 80 52.2 psi 1 41 1 x 1-1/4" Flngd Reducer 0' 120 4.026 80 0.0 3 411 Flngd 90 Ell 30' 120 4.026 80 0.1 2 411 Flngd Tee 40' 120 4.026 80 0.1 1 Pipe 411 C9 CLASS 200 90' 150 4.070 80 0.1 1 41 Flngd Back Flow Valve FEBCO 11 876 CHART LOSS 80 3.7 3 4" Flngd 90 Ell 30' 120 4.026 80 0.1 3 4" Flngd Tee 60' 120 4.026 80 0.2 5 4" Flngd Gate Valve CSC 11 722U" 10' 120 4.026 80 0.0 1 Pipe 411 C9 CLASS 200 822' 150 4.070 80 1.3 1 8" x 8 11 x 4" Flngd Tee 35' 120 8.071 80 0.0 Fixed Flow HOSE ALLOWANCE 250 gpm Hydr Ref R2 Required at Source 330 57.7 psi Water Source116.1 psi static,106.1 psi residual @ 1635 gpm 330 gpm 115.6 psi SAFETY PRESSURE 57.9 psi NOTE: Water Source has been adjusted to include a change of elevation of 21 7" flow test to point of connection