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5162 WHITMAN WAY; ; AS030150; Permit
8/26/2020 AS030150 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS030150 Job Address: 5162 WHITMAN WY Status: ISSUED Permit Type: SPRINK Applied 8/26/2003 Parcel No: 2081860600 Approved: 9/2/2003 Lot #: 0 Reference No.: fl Issued: 9/2/2003 PC #: Inspector: Project Title: ARCHSTONE APTS. REC. BLDG. Applicant: Owner: ARCHSTONE-SMITH OPERATING TRUST 9200 E PANORAMA CIR #400 ENGLE WOOD CO Fees ($) Add'l Fees ($) Total ($) Balance ($) 500.75 0 500.75 0 1/1 gr M050 -0 / KELLY_RANCH-CL HOUSE Drawing Date:04-08-03 CROOM1REMOTAREA_#L HYDRAULIC DESIGN INFORMATION SHEET Job Name: KELLY RANCH-CLUB HOUSE Location: CARLSBAD, CA. 08/19/2003 In 66~ ' ~ Drawing Date: 04-08-03 Remote Area Number: 1 Contractor: AUTOMATIC FIRE SPRINKLER, INC. Telephone:1-714-841-2066 7272 MARS DRIVE HUNTINGTON BEACH, CA. 92647 Designer: K. KERN Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: TYPE V-N Occupancy:B/A-3 Reviewing Authorities:CITY OF CARLSBAD SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Operation 1251 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: CSC Area per Sprinkler 119 sq ftj Model: BV-QR Hose Allowance Inside 0 gpm K-Factor: 4.20 Hose Allowance Outside 100 gpm Temperature Rating: 200 CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 276.9 psi Required: 41.3 @ Source WATER SUPPLY Water Flow Test Pump DATA Tank or Reservoir Date of Test 03-06-03 Rated Capacity 0 gpm Capacity 0 gal Static Pressure 115.0 psi I Rated Pressure 0.0 psi Elevation 0 Residual Pres 105.0 psi Elevation 0 At a Flow of 1635 gpm I Make: Well Elevation 291 1" I Model: Proof Flow 0 gpm Location: ON SITE HYDRANT ON WHITMAN WAY Source of Information: CITY OF CARLSBAD SYSTEM VOLUME 54 Gallons Notes: KELLY RANCH-CLUB HOUSE Drawing Date:04-08-03 08/19/2003 16:25 REC ROOM 1 REMOTE AREA #1 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 177 30.8 psi Elevation Change 8'6" 3.7 1 Pipe 2-1/2" CUx21 2' 150 2.495 177 0.1 1 2-1/2" Thrd Butterfly Valve Milwauk 7' 120 2.469 177 0.8 1 2-1/2" Thrd Check Valve 14' 0 2.469 177 0.0 1 2-1/2" Sweatd 90 Eli 7' 120 2.469 177 0.7 Hydr Ref Ri Required at Base of Riser 177 36.2 psi 1 4" x 2" Flngd Reducer 0' 120 4.026 177 0.0 7 4" Flngd 90 Ell 70' 120 4.026 177 0.8 1 Pipe 4" C9 CLASS 200 125' 150 4.070 177 0.8 1 4" Flngd Back Flow Valve 11 3000S" CHART LOSS 177 2.0 Fixed Flow Flow Loss 100 gpm 8 8" Flngd 90 Ell 144' 120 8.071 277 0.1 8 8" Flngd 45 Eli 72' 120 8.071 277 0.0 8 811 Flngd Gate Valve Kennedy 11 4701" 32' 120 8.071 277 0.0 1 Pipe 8" C9 CLASS 200 2014' 150 7.670 277 1.4 1 8" x 8" x 4" Flngd Tee 35' 120 8.071 277 0.0 Hydr Ref R2 Required at Source 277 41.3 psi Water Source127.6 psi static,117.6 psi residual ® 1635 gpm 277 gpm 127.2 psi SAFETY PRESSURE 86.0 psi NOTE: Water Source has been adjusted to include a change of elevation of 291 1" flow test to point of connection Available Pressure of 127.2 psi Exceeds Required Pressure of 41.3 psi This is a safety margin of 86.0 psi or 68 % of Supply Maximum Water Velocity is 17.7 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE WATER SUPPLY DATA REC ROOM 1 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 1635.0 127.2 276.9 Page 1 REQ'D PRESS (PSI) 41.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 276.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM TOTAL HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 176.9 GPM NODE ANALYSIS DATA REC ROOM 1 REMOTE AREA #1 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 21.4 K= 4.20 8.8 12.4 2 22.3 K= 4.20 8.3 12.1 3 22.3 K= 4.20 8.4 12.2 4 21.4 K= 4.20 9.4 12.9 5 21.4 K= 4.20 9.0 12.6 6 22.3 K= 4.20 8.6 12.3 7 22.3 K= 4.20 8.7 12.4 8 21.4 K= 4.20 9.9 13.2 9 20.8 K= 4.20 7.8 11.7 10 20.8 K= 4.20 7.0 11.1 11 20.8 K= 4.20 9.1 12.7 12 20.8 K= 4.20 9.7 13.1 13 13.9 K= 4.20 11.8 14.4 14 13.9 K= 4.20 10.7 13.7 40 10.6 - - - - 27.1 - - - 42 10.6 - - - - 24.7 - - - 43 10.6 - - - - 20.6 - - - 44 13.5 - - - - 16.5 - - - 45 13.5 - - - - 15.8 - - - 46 13.5 - - - - 14.8 - - - 47 13.5 - - - - 14.7 - - - 48 10.6 - - - - 15.2 - - - 49 10.6 - - - - 15.2 - - - 51 10.6 - - - - 15.3 - - - 53 17.1 - - - - 12.6 - - - 55 17.1 - - - - 13.8 - - - 56 17.1 - - - - 14.6 - - - 57 17.1 - - - - 15.4 - - - 58 17.1 - - - - 16.5 - - - 59 17.1 - - - - 18.9 - - - ) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE NODE ANALYSIS DATA REC ROOM 1 REMOTE AREA #1 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 60 17.1 - - - - 16.6 - - - 62 17.1 - - - - 14.6 - - - 63 17.1 - - - - 14.0 - - - 64 17.1 - - - - 13.4 - - - 65 17.1 - - - - 12.5 - - - 66 17.1 - - - - 12.5 - - - 67 20.5 - - - - 10.3 - - - 68 20.5 - - - - 10.2 - - - 69 20.5 - - - - 10.2 - - - 70 20.5 - - - - 10.3 - - - 71 20.5 - - - - 10.7 - - - 72 20.5 - - -- 11.0 - - - 73 17.1 - - - - 15.4 - - - 74 21.4 - - - - 9.8 - - - 75 22.3 - - - - 8.7 - - - 76 22.3 - - - - 8.6 - - - 77 21.4 . - - - - 9.1 - - - 78 10.6 - - - - 23.7 - - - 79 10.6 - - - - 24.8 - - - 80 10.6 - - - - 23.8 - - - 81 10.6 - - - - 28.6 - - - 82 10.6 - - - - 30.0 - - - 83 10.6 - - - - 29.4 - - - 84 20.5 - - - - 11.6 - - - 85 20.5 - - -- 11.1 - - - 86 20.5 - - - - 10.7 - - - 87 20.5 - - - - 10.5 - - - 88 20.5 - - - - 10.5 - - - 89 20.5 - - - - 10.5 - - - 90 17.1 - - - - 12.6 - - - 91 21.4 - - - - 9.3 - - - 92 22.3 - - - - 8.9 - - - 93 22.3 - - - - 9.1 - - - 94 21.4 - - - - 10.3 - - - 97 10.6 - - - -- 15.2 - - - 98 10.6 - - - - 15.2 - - - 99 10.6 - - - - 15.2 - - - 100 10.6 - - - - 15.2 - - - 101 11.8 - - - - 14.7 - - - 102 11.8 - - - - 14.7 - - - 103 13.9 - - - - 11.9 - - - 104 13.9 - - - - 11.0 - - - 105 13.5 - - - - 12.7 - - - 106 20.8 - - - - 7.1 - - - 107 20.8 - - - - 7.9 - - - 108 13.5 - - - - 14.9 - - - 109 13.5 - - - - 14.7 - - - 110 20.8 - - - - 9.5 - - - Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE NODE ANALYSIS DATA REC ROOM 1 REMOTE AREA #1 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) ill 20.8 - - - - 10.0 - - - Al 10.6 - - - - 29.6 - - - A2 10.6 - - - - 30.3 - - - W 10.6 TOP OF RISER 30.8 176.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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 12.4 0.811 PL 0.50 PF 0.3 1 21.4 4.2 8.8 12.4 7.8 150 FTG E PE 0.0 77 21.4 0.0 9.1 0.0 0.125 TL 2.50 PV 0.0 Pipe: 2 12.1 0.811 PL 0.50 PF 0.3 2 22.3 4.2 8.3 12.1 7.6 150 FTG S PE 0.0 76 2.3 0.0 8.6 0.0 0.119 TL 2.50 PV 0.0 Pipe: 3 12.2 0.811 PL 0.50 PF 0.3 3 22.3 4.2 8.4 12.2 7.6 150 FTG E PE 0.0 75 22.3 0.0 8.7 0.0 0.120 TL 2.50 PV 0.0 Pipe: 4 12.9 0.811 PL 0.50 PF 0.3 4 21.4 4.2 9.4 12.9 8.1 150 FTG E PS 0.0 74 21.4 0.0 9.8 0.0 0.134 TL 2.50 PV 0.0 Pipe: 5 12.6 0.811 PL 0.50 PF 0.3 5 21.4 4.2 9.0 12.6 7.9 150 FTG E PE 0.0 91 21.4 0.0 9.3 0.0 0.128 TL 2.50 PV 0.0 Pipe: 6 12.3 0.811 PL 0.50 PF 0.3 6 22.3 4.2 8.6 12.3 7.7 150 FTG E PE 0.0 92 22.3 0.0 8.9 0.0 0.123 TL 2.50 PV 0.0 Pipe: 7 12.4 0.811 PL 0.50 PF 0.3 7 22.3 4.2 8.7 12.4 7.8 150 FTG E PE 0.0 93 22.3 0.0 9.1 0.0 0.125 TL 2.50 PV 0.0 Pipe: 8 13.2 0.811 PL 0.50 PF 0.4 8 21.4 4.2 9.9 13.2 8.3 150 FTG E PE 0.0 94 21.4 0.0 10.3 0.0 0.141 TL 2.50 PV 0.0 Pipe: 9 11.7 0.811 PL 0.50 PF 0.1 9 20.8 4.2 7.8 11.7 7.4 150 FTG ---- PE 0.0 107 20.8 0.0 7.9 0.0 0.113 TL 0.50 PV 0.0 Pipe: 10 11.1 0.811 PL 0.50 PF 0.1 10 20.8 4.2 7.0 11.1 7.0 150 FTG ---- PE 0.0 106 20.8 0.0 7.1 0.0 .0.102 TL 0.50 PV 0.0 Pipe: 11 12.7 0.811 PL 0.50 PF 0.3 11 20.8 4.2 9.1 12.7 8.0 150 FTG E PE 0.0 110 20.8 0.0 9.5 0.0 0.130 TL 2.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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 13.1 0.811 PL 0.50 PF 0.3 12 20.8 4.2 9.7 13.1 8.2 150 FTG E PE 0.0 111 20.8 0.0 10.0 0.0 0.137 TL 2.50 PV 0.0 Pipe: 13 14.4 0.811 PL 0.50 PF 0.1 13 13.9 4.2 11.8 14.4 9.1 150 FTG ---- PE 0.0 103 13.9 0.0 11.9 0.0 0.165 TL 0.50 PV 0.0 Pipe: 14 13.7 0.811 PL 0.50 PF 0.4 14 13.9 4.2 10.7 13.7 8.6 150 FTG E PE 0.0 104 13.9 0.0 11.0 0.0 0.150 TL 2.50 PV 0.0 Pipe: 15 155.0 2.009 PL 3.33 PF 2.5 40 10.6 0.0 27.1 0.0 15.8 150 FTG T PE 0.0 Al 10.6 0.0 29.6 0.0 0.161 TL 15.33 PV 0.0 Pipe: 16 155.0 2.009 PL 5.11 PF 2.3 79 10.6 0.0 24.8 0.0 15.8 150 FTG T+Z PE 0.0 40 10.6 0.0 27.1 0.0 0.161 TL 14.61 PV 0.0 Pipe: 17 71.5 1.527 PL 17.11 PF 4.1 43 10.6 0.0 20.6 0.0 12:6 150 FTG 2E+3Z PE 0.0 42 10.6 0.0 24.7 0.0 0.146 TL 28.11 PV 0.0 Pipe: 18 71.5 2.009 PL 2.00 PF 0.1 42 10.6 0.0 24.7 0.0 7.3 150 FTG Z PE 0.0 79 10.6 0.0 24.8 0.0 0.038 TL 2.50 PV 0.0 Pipe: 19 71.5 1.527 PL 10.77 PF 2.8 44 13.5 0.0 16.5 0.0 12.6 150 FTG 2E+Z PE 1.3 43 10.6 0.0 20.6 0.0 0.146 TL 19.27 PV 0.0 Pipe: 20 71.5 1.291 PL 1.55 PF 0.7 45 13.5 0.0 15.8 0.0 17.7 150 FTG Z PE 0.0 44 13.5 0.0 16.5 0.0 0.331 TL 2.05 PV 0.0 Pipe: 21 45.7 1.291 PL 7.00 PF 1.1 46 13.5 0.0 14.8 0.0 11.3 150 FTG Z PE 0.0 45 13.5 0.0 15.8 0.0 0.145 TL 7.50 PV 0.0 Pipe: 22 25.8 1.055 PL 2.38 PF 0.9 108 13.5 0.0 14.9 0.0 9.5 150 FTG T PE 0.0 45 13.5 0.0 15.8 0.0 0.134 TL 6.88 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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: 23 22.9 1.291 PL 1.45 PF 0.1 47 13.5 0.0 14.7 0.0 5.7 150 FTG Z PE 0.0 46 13.5 0.0 14.8 0.0 0.040 TL 1.95 PV 0.0 Pipe: 24 22.9 0.811 PL 2.38 PF 2.1 105 13.5 0.0 12.7 0.0 14.3 150 FTG T PE 0.0 46 13.5 0.0 14.8 0.0 0.386 TL 5.38 PV 0.0 Pipe: 25 22.9 1.291 PL 11.20 PF 0.7 48 10.6 0.0 15.2 0.0 5.7 150 FTG 2E+Z PE -1.3 47 13.5 0.0 14.7 0.0 0.040 TL 17.70 PV 0.0 Pipe: 26 13.7 0.811 PL 11.27 PF 2.7 104 13.9 0.0 11.0 0.0 8.6 150 FTG2E+T-i-Z PE 1.4 48 10.6 0.0 15.2 0.0 0.150 TL 18.27 PV 0.0 Pipe: 27 9.1 1.291 PL 2.09 PF 0.0 49 10.6 0.0 15.2 0.0 2.3 150 FTG Z PE 0.0 48 10.6 0.0 15.2 0.0 0.007 TL 2.59 PV 0.0 Pipe: 28 14.4 0.811 PL 4.33 PF 1.9 103 13.9 0.0 11.9 0.0 9.1 150 FTG 2E+T PE 1.4 49 10.6 0.0 15.2 0.0 0.165 TL 11.33 PV 0.0 Pipe: 29 5.3 1.291 PL 8.25 PF 0.0 49 10.6 0.0 15.2 0.0 1.3 150 FTG E PE 0.0 100 10.6 0.0 15.2 0.0 0.003 TL 11.25 PV 0.0 Pipe: 30 1.2 1.055 PL 57.38 PF 0.0 101 11.8 0.0 14.7 0.0 0.5 150 FTG * PE 0.5 51 10.6 0.0 15.3 0.0 0.000 TL 75.38 PV 0.0 * Fitting Equivalent Lengths = 18.0' 5E+T+10Z Pipe: 31 4.1 1.291 PL 20.20 PF 0.0 100 10.6 0.0 15.2 0.0 1.0 150 FTG 2E+5Z PE 0.0 51 10.6 0.0 15.3 0.0 0.002 TL 28.70 PV 0.0 Pipe: 32 5.3 1.291 PL 10.49 PF 0.1 51 10.6 0.0 15.3 0.0 1.3 150 FTG2E+T+Z PE -2.8 66 17.1 0.0 12.5 0.0 0.003 TL 22.49 PV 0.0 Pipe: 33 5.2 1.055 PL 2.03 PF 0.1 66 17.1 0.0 12.5 0.0 1.9 150 FTG T+Z PE 0.0 53 17.1 0.0 12.6 0.0 0.007 TL 7.53 PV 0.0 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 1 REMOTE AREA #1 (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 34 5.2 1.055 PL 6.60 PF 53 17.1 0.0 12.6 0.0 1.9 150 FTG Z PE 90 17.1 0.0 12.6 0.0 0.007 TL 6.60 PV Pipe: 35 19.8 1.055 PL 9.89 PF 55 17.1 0.0 13.8 0.0 7.3 150 FTG Z PE 56 17.1 0.0 14.6 0.0 0.082 TL 9.89 PV Pipe: 36 19.8 1.055 PL 11.49 PF 90 17.1 0.0 12.6 0.0 7.3 150 FTG E+Z PE 55 17.1 0.0 13.8 0.0 0.082 TL 13.99 PV Pipe: 37 19.8 1.055 PL 9.89 PF 56 17.1 0.0 14.6 0.0 7.3 150 FTG Z PE 57 17.1 0.0 15.4 0.0 0.082 TL 9.89 PV PRESS SUM (PSI) 0.0 0.0 0.0 0.8 0.0 0.0 1.1 0.0 0.0 0.8 0.0 0.0 Pipe: 38 19.8 1.055 PL 11.34 PF 57 17.1 0.0 15.4 0.0 7.3 150 FTG E+Z PE 58 17.1 0.0 16.5 0.0 0.082 TL 13.84 PV Pipe: 39 55.7 1.291 PL 2.12 PF 58 17.1 0.0 16.5 0.0 13.8 150 FTG T PE 59 17.1 0.0 18.9 0.0 0.209 TL 11.12 PV Pipe: 40 35.9 1.055 PL 6.98 PF 84 20.5 0.0 11.6 0.0 13.3 150 FTG E+T PE 58 17.1 0.0 16.5 0.0 0.248 TL 13.98 PV Pipe: 41 105.5 2.009 PL 14.41 PF 59 17.1 0.0 18.9 0.0 10.8 150 FTG 2E+Z PE 78 10.6 0.0 23.7 0.0 0.079 TL 25.91 PV Pipe: 42 49.7 1.291 PL 4.48 PF 60 17.1 0.0 16.6 0.0 12.3 150 FTG T PE 59 17.1 0.0 18.9 0.0 0.169 TL 13.48 PV Pipe: 43 49.7 1.291 PL 6.15 PF 73 17.1 0.0 15.4 0.0 12.3 150 FTG Z PE 60 17.1 0.0 16.6 0.0 0.169 TL 6.65 PV Pipe: 44 16.9 1.055 PL 9.89 PF 63 17.1 0.0 14.0 0.0 6.3 150 FTG Z PE 62 17.1 0.0 14.6 0.0 0.061 TL 9.89 PV 1.1 0.0 0.0 2.3 0.0 0.0 3.5 1.5 0.0 2.0 2.8 0.0 2.3 0.0 0.0 1.1 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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: 45 16.9 1.055 PL 11.36 PF 0.8 62 17.1 0.0 14.6 0.0 6.3 150 FTG E+Z PE 0.0 73 17.1 0.0 15.4 0.0 0.061 TL 13.86 PV 0.0 Pipe: 46 16.9 1.055 PL 9.89 PF 0.6 64 17.1 0.0 13.4 0.0 6.3 150 FTG Z PE 0.0 63 17.1 0.0 14.0 0.0 0.061 TL 9.89 PV 0.0 Pipe: 47 16.9 1.055 PL 11.51 PF 0.9 65 17.1 0.0 12.5 0.0 6.3 150 FTG E+Z PE 0.0 64 17.1 0.0 13.4 0.0 0.061 TL 14.01 PV 0.0 Pipe: 48 0.1 1.055 PL 4.12 PF 0.0 66 17.1 0.0 12.5 0.0 0.1 150 FTG T+Z PE 0.0 65 17.1 0.0 12.5 0.0 0.000 TL 9.62 PV 0.0 Pipe: 49 16.7 1.055 PL 6.01 PF 0.8 67 20.5 0.0 10.3 0.0 6.2 150 FTG E+T PE 1.5 65 17.1 0.0 12.5 0.0 0.060 TL 13.01 PV 0.0 Pipe: 50 12.4 0.811 PL 1.42 PF 0.8 77 21.4 0.0 9.1 0.0 7.8 150 FTG E+T PE 0.4 67 20.5 0.0 10.3 0.0 0.125 TL 6.42 PV 0.0 Pipe: 51 4.3 1.055 PL 5.46 PF 0.0 68 20.5 0.0 10.2 0.0 1.6 150 FTG Z PE 0.0 67 20.5 0.0 10.3 0.0 0.005 TL 5.46 PV 0.0 Pipe: 52 4.3 1.055 PL 2.71 PF 0.0 69 20.5 0.0 10.2 0.0 1.6 150 FTG Z PE 0.0 68 20.5 0.0 10.2 0.0 0.005 TL 2.71 PV 0.0 Pipe: 53 12.1 0.811 PL 2.25 PF 0.9 76 22.3 0.0 8.6 0.0 7.6 150 FTG E+T PE 0.8 69 20.5 0.0 10.2 0.0 0.119 TL 7.25 PV 0.0 Pipe: 54 7.8 1.055 PL 8.17 PF 0.1 69 20.5 0.0 10.2 0.0 2.9 150 FTG Z PE 0.0 70 20.5 0.0 10.3 0.0 0.015 TL 8.17 PV 0.0 Pipe: 55 12.2 0.811 PL 2.25 PF 0.9 75 22.3 0.0 8.7 0.0 7.6 150 FTG E+T PE 0.8 70 20.5 0.0 10.3 0.0 0.120 TL 7.25 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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: 56 20.0 1.055 PL 3.71 PF 0.3 70 20.5 0.0 10.3 0.0 7.4 150 FTG Z PE 0.0 71 20.5 0.0 10.7 0.0 0.084 TL 3.71 PV 0.0 Pipe: 57 20.0 1.055 PL 4.46 PF 0.4 71 20.5 0.0 10.7 0.0 7.4 150 FTG Z PE 0.0 72 20.5 0.0 11.0 0.0 0.084 TL 4.46 PV 0.0 Pipe: 58 12.9 0.811 PL 1.42 PF 0.9 74 21.4 0.0 9.8 0.0 8.1 150 FTG E+T PE 0.4 72 20.5 0.0 11.0 0.0 0.134 TL 6.42 PV 0.0 Pipe: 59 32.9 1.055 PL 6.98 PF 2.9 72 20.5 0.0 11.0 0.0 12.2 150 FTG E+T PE 1.5 73 17.1 0.0 15.4 0.0 0.210 TL 13.98 PV 0.0 Pipe: 60 21.9 2.009 PL 0.51 PF 0.0 78 10.6 0.0 23.7 0.0 2.2 150 FTG T PE 0.0 80 10.6 0.0 23.8 0.0 0.004 TL 9.51 PV 0.0 Pipe: 61 83.6 2.009 PL 3.15 PF 1.1 78 10.6 0.0 23.7 0.0 8.5 150 FTG 2T PE 0.0 79 10.6 0.0 24.8 0.0 0.051 TL 21.15 PV 0.0 Pipe: .62 21.9 1.055 PL 39.73 PF 4.9 80 10.6 0.0 23.8 0.0 8.1 150 FTG * PE 0.0 81 10.6 0.0 28.6 0.0 0.099 TL 49.23 PV 0.0 * Fitting Equivalent Lengths = 9.5' 2E+T+9Z Pipe: 63 8.7 1.055 PL 28.83 PF 0.7 81 10.6 0.0 28.6 0.0 3.2 150 FTG * PE 0.0 83 10.6 0.0 29.4 0.0 0.018 TL 40.33 PV 0.0 * Fitting Equivalent Lengths = 12' E+2T+4Z Pipe: 64 13.2 1.055 PL 33.33 PF 1.4 81 10.6 0.0 28.6 0.0 4.9 150 FTG E+10Z PE 0.0 82 10.6 0.0 30.0 0.0 0.039 TL 35.83 PV 0.0 Pipe: 65 13.2 1.055 PL 1.45 PF 0.2 82 10.6 0.0 30.0 0.0 4.9 150 FTG T PE 0.0 A2 10.6 0.0 30.3 0.0 0.039 TL 5.95 PV 0.0 . I. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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: 66 8.7 1.055 PL 2.12 PF 0.3 83 10.6 0.0 29.4 0.0 3.2 150 FTG T PE 0.0 Al 10.6 0.0 29.6 0.0 0.018 TL 14.12 PV 0.0 Pipe: 67 13.2 0.811 PL 1.42 PF 0.9 94 21.4 0.0 10.3 0.0 8.3 150 FTG E+T PE 0.4 84 20.5 0.0 11.6 0.0 0.141 TL 6.42 PV 0.0 Pipe: 68 22.7 1.055 PL 4.46 PF 0.5 85 20.5 0.0 11.1 0.0 8.4 150 FTG Z PE 0.0 84 20.5 0.0 11.6 0.0 0.106 TL 4.46 PV 0.0 Pipe: 69 22.7 1.055 PL 3.71 PF 0.4 86 20.5 0.0 10.7 0.0 8.4 150 FTG Z PE 0.0 85 20.5 0.0 11.1 0.0 0.106 TL 3.71 PV 0.0 Pipe: 70 10.3 1.055 PL 8.17 PF 0.2 87 20.5 0.0 10.5 0.0 3.8 150 FTG Z PE 0.0 86 20.5 0.0 10.7 0.0 0.024 TL 8.17 PV 0.0 Pipe: 71 12.4 0.811 PL 2.25 PF 0.9 93 22.3 0.0 9.1 0.0 7.8 150 FTG E+T PE 0.8 86 20.5 0.0 10.7 0.0 0.125 TL 7.25 PV 0.0 Pipe: 72 2.0 1.055 PL 2.71 PF 0.0 87 20.5 0.0 10.5 0.0 0.7 150 FTG Z PE 0.0 88 20.5 0.0 10.5 0.0 0.001 TL 2.71 PV 0.0 Pipe: 73 12.3 0.811 PL 2.25 PF 0.9 92 22.3 0.0 8.9 0.0 7.7 150 FTG E+T PE 0.8 87 20.5 0.0 10.5 0.0 0.123 TL 7.25 PV 0.0 Pipe: 74 2.0 1.055 PL 5.46 PF 0.0 88 20.5 0.0 10.5 0.0 0.7 150 FTG Z PE 0.0 89 20.5 0.0 10.5 0.0 0.001 TL 5.46 PV 0.0 Pipe: 75 14.6 1.055 PL 6.01 PF 0.6 89 20.5 0.0 10.5 0.0 5.4 150 FTG E+T PE 1.5 90 17.1 0.0 12.6 0.0 0.047 TL 13.01 PV 0.0 Pipe: 76 12.6 0.811 PL 1.42 PF 0.8 91 21.4 0.0 9.3 0.0 7.9 150 FTG E+T PE 0.4 89 20.5 0.0 10.5 0.0 0.128 TL 6.42 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 1 REMOTE AREA #1 (cant.) 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: 77 0.4 1.291 PL 10.83 PF 0.0 98 10.6 0.0 15.2 0.0 0.1 150 FTG 2Z PE 0.0 97 10.6 0.0 15.2 0.0 0.000 TL 11.83 PV 0.0 Pipe: 78 0.4 1.055 PL 67.25 PF 0.0 97 10.6 0.0 15.2 0.0 0.1 150 FTG * PE -0.5 102 11.8 0.0 14.7 0.0 0.000 TL 79.25 PV 0.0 * Fitting Equivalent Lengths = 12.0' 3E+T+12Z Pipe: 79 0.7 1.291 PL 9.83 PF 0.0 99 10.6 0.0 15.2 0.0 0.2 150 FTG 2Z PE 0.0 98 10.6 0.0 15.2 0.0 0.000 TL 10.83 PV 0.0 Pipe: 80 0.4 1.055 PL 60.75 PF 0.0 98 10.6 0.0 15.2 0.0 0.1 150 FTG * PE -0.5 102 11.8 0.0 14.7 0.0 0.000 TL 77.25 PV 0.0 * Fitting Equivalent Lengths = 16.5' 3E+2T+10Z Pipe: 81 1.2 1.291 PL 10.83 PF 0.0 100 10.6 0.0 15.2 0.0 0.3 150 FTG T+Z PE 0.0 99 10.6 0.0 15.2 0.0 0.000 TL 16.83 PV 0.0 Pipe: 82 0.5 1.055 PL 60.75 PF 0.0 99 10.6 0.0 15.2 0.0 0.2 150 FTG * PE -0.5 101 11.8 .0.0 14.7 0.0 0.000 TL 77.25 PV 0.0 * Fitting Equivalent Lengths = 16.5' 3E+2T+11Z Pipe: 83 0.7 1.055 PL 9.83 PF 0.0 102 11.8 0.0 14.7 0.0 0.3 150 FTG 2Z PE 0.0 101 11.8 0.0 14.7 0.0 0.000 TL 9.83 PV 0.0 Pipe: 84 11.7 0.811 PL 7.75 PF 1.7 107 20.8 0.0 7.9 0.0 7.4 150 FTG 2E+T PE 3.1 105 13.5 0.0 12.7 0.0 0.113 TL 14.75 PV 0.0 Pipe: 85 11.1 0.811 PL 18.42 PF 2.5 106 20.8 0.0 7.1 0.0 7.0 150 FTG 3E+Z PE 3.1 105 13.5 0.0 12.7 0.0 0.102 TL 24.42 PV 0.0 Pipe: 86 13.1 0.811 PL 7.75 PF 1.8 111 20.8 0.0 10.0 0.0 8.2 150 FTG E+T PE 3.1 108 . 13.5 0.0 14.9 0.0 0.137 TL 12.75 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 1 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: 87 12.7 1.055 PL 6.46 PF 0.2 109 13.5 0.0 14.7 0.0 4.7 150 FTG Z PE 0.0 108 13.5 0.0 14.9 0.0 0.036 TL 6.46 PV 0.0 Pipe: 88 12.7 0.811 PL 11.96 PF 2.1 110 20.8 0.0 9.5 0.0 8.0 150 FTG 2E+2Z PE 3.1 109 13.5 0.0 14.7 0.0 0.130 TL 15.96 PV 0.0 Pipe: 89 163.8 2.495 PL 9.83 PF 0.6 Al 10.6 0.0 29.6 0.0 10.9 150 FTG Z PE 0.0 A2 10.6 0.0 30.3 0.0 0.062 TL 10.33 PV 0.0 Pipe: 90 176.9 2.495 PL 6.08 PF 0.6 A2 10.6 0.0 30.3 0.0 11.7 150 FTG E PE 0.0 W 10.6 0.0 30.8 0.0 0.071 TL 8.08 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE REC ROOM 1 REMOTE AREA #1 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 177 30.8 psi Elevation Change 81 6" 3.7 1 Pipe 2-1/2" CUx2i 2' 150 2.495 177 0.1 1 2-1/2" Thrd Butterfly Valve Miiwauk 7' 120 2.469 177 0.8 1 2-1/2" Thrd Check Valve 14' 0 2.469 177 0.0 1 2-1/2" Sweatd 90 Eli 7' 120 2.469 177 0.7 Hydr Ref Ri Required at Base of Riser 177 36.2 psi 1 4" x 2" Flngd Reducer 0' 120 4.026 177 0.0 7 4" Flngd 90 Eli 70' 120 4.026 177 0.8 1 Pipe 4" C9 CLASS 200 125' 150 4.070 177 0.8 1 4" Flngd Back Flow Valve 11 3000S" CHART LOSS 177 2.0 Fixed Flow Flow Loss 100 gpm 8 8" Flngd 90 Eli 144' 120 8.071 277 0.1 8 8" Flngd 45 Eli 72' 120 8.071 277 0.0 8 8" Flngd Gate Valve Kennedy "4701" 32' 120 8.071 277 0.0 1 Pipe 8" C9 CLASS 200 2014' 150 7.670 277 1.4 1 8" x 8" x 4" Flngd Tee 35' 120 8.071 277 0.0 Hydr Ref R2 Required at Source 277 41.3 psi Water Source127.6 psi static,117.6 psi residual © 1635 gpm 277 gpm 127.2 psi SAFETY PRESSURE 86.0 psi NOTE: Water Source has been adjusted to include a change of elevation of 291 1" flow test to point of connection Water Flow Test Pump DATA Date of Test 03-06-03 Rated Capacity Static Pressure 115.0 psi Rated Pressure Residual Pres 105.0 psi I Elevation At a Flow of 1635 gpm Make: Elevation 291 1" I Model: Tank or Reservoir 0 gpm Capacity 0 gal 0.0 psi Elevation 0 0 Well Proof Flow 0 gpm v4 ASoc*S 08/19/2003 11/Z t 0Op KELLY RANCH-CLUB HOUSE Drawing Date:04-08-03 FREC_ROOZ1_REMQT,E__AREA___ HYDRAULIC DESIGN INFORMATION SHEET Job Name: KELLY RANCH-CLUB HOUSE Location: CARLSBAD, CA. Drawing Date: 04-08-03 Remote Area Number: 2 Contractor: AUTOMATIC FIRE SPRINKLER, INC. Telephone: 1-714-841-2066 7272 MARS DRIVE HUNTINGTON BEACH, CA. 92647 Designer: K. KERN Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: TYPE V-N Occupancy: B/A- 3 Reviewing Authorities:CITY OF CARLSBAD SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Operation 1178 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: CSC Area per Sprinkler 199 sq ftl Model: RFII-CO Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 16 Flowing Outlets gpm Required: 427.2 psi Required: 79.9 ® Source WATER SUPPLY Location: ON SITE HYDRANT ON WHITMAN WAY Source of Information: CITY OF CARLSBAD SYSTEM VOLUME 54 Gallons Notes: n-, s - k% - A KELLY RANCH-CLUB HOUSE Drawing Date:04-08-03 08/19/2003 16:25 REC ROOM 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 2 327 60.0 psi Elevation Change 86' 3.7 1 Pipe 2-1/2" CUx2l 2' 150 2.495 327 0.4 1 2-1/2" Thrd Butterfly Valve Milwauk 7' 120 2.469 327 2.5 1 2-1/2" Thrd Check Valve 14' 0 2.469 327 0.0 1 2-1/2" Sweatd 90 Ell 7' 120 2.469 327 2.3 Hydr Ref Ri Required at Base of Riser 327 69.0 psi 1 4" x 2" Flngd Reducer 0' 120 4.026 327 0.0 7 4" Flngd 90 Ell 70' 120 4.026 327 2.4 1 Pipe 4" C9 CLASS 200 125' 150 4.070 327 2.6 1 4" Flngd Back Flow Valve 11 3000S" CHART LOSS 327 2.4 Fixed Flow Flow Loss 100 gpm 8 8" Flngd 90 Ell 144' 120 8.071 427 0.3 8 8" Flngd 45 Ell 72' 120 8.071 427 0.1 8 8" Flngd Gate Valve Kennedy 114701" 32' 120 8.071 427 0.0 1 Pipe 8" C9 CLASS 200 2014' 150 7.670 427 3.1 1 8" x 8" x 4" Flngd Tee 35' 120 8.071 427 0.1 Hydr Ref R2 Required at Source 427 79.9 psi Water Source127.6 psi static,117.6 psi residual ® 1635 gpm 427 gpm 126.8 psi SAFETY PRESSURE 46.9 psi NOTE: Water Source has been adjusted to include a change of elevation of 291 1" flow test to point of connection Available Pressure of 126.8 psi Exceeds Required Pressure of 79.9 psi This is a safety margin of 46.9 psi or 37 % of Supply Maximum Water Velocity is 29.3 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE WATER SUPPLY DATA REC ROOM 1 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 1635.0 126.8 427.2 79.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 427.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM TOTAL HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 327.2 GPM NODE ANALYSIS DATA REC ROOM 1 REMOTE AREA #2 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 15 17.1 - - - - 10.9 - - - 15S 16.6 K= 5.60 10.5 18.2 16 17.1 - - - - 11.0 - - - 16S 16.6 K= 5.60 10.6 18.2 17 17.1 - - - - 11.9 - - - 17S 10.0 K= 5.60 12.3 19.6 18 17.1 - - - - 11.6 - - - 18S 16.6 K= 5.60 11.1 18.7 19 17.1 - - - - 18.6 - - - 19S 16.6 K= 5.60 17.8 23.6 20 17.1 - - - - 11.5 - - - 20S 16.6 K= 5.60 11.0 18.6 21 17.1 - - - - 11.9 - - - 21S 16.6 K= 5.60 11.4 18.9 22 17.1 - - - - 13.7 - - - 22S 16.6 K= 5.60 13.2 20.3 23 20.5 - - - - 10.1 - - - 23S 20.0 K= 5.60 9.8 17.5 24 20.5 - - - - 10.9 - - - 24S 20.0 K= 5.60 10.5 18.2 25 20.5 - - - - 10.5 - - - 25S 20.0 K= 5.60 10.1 17.8 26 20.5 - - - - 12.3 - - - 26S 20.0 K= 5.60 11.8 19.3 27 13.5 - - - - 17.4 - - - 27S 10.0 K= 5.60 16.7 22.9 28 13.5 - - - - 19.1 - - - 28S 10.0 K= 5.60 17.9 23.7 29 13.5 - - - - 20.1 - - - 298 10.0 K= 5.60 19.2 24.6 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE NODE ANALYSIS DATA REC ROOM 1 REMOTE AREA #2 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 30 10.6 - - - - 25.1 - - - 30S 10.1 K= 5.60 23.5 27.1 40 10.6 - - - - 48.6 - - - 42 10.6 - - - - 41.0 - - - 43 10.6 - - - - 28.7 - - - 44 13.5 - - - - 22.1 - - - 45 13.5 - - - - 21.3 - - - 46 13.5 - - - - 19.8 - - - 47 13.5 - - - - 19.4 - - - 48 10.6 - - - - 19.5 - - - 49 10.6 - - - - 19.3 - - - 51 10.6 - - - - 17.3 - - - 53 17.1 - - - - 12.5 - - - 55 17.1 - - - - 12.4 - - - 56 17.1 - - - - 12.8 - - - 57 17.1 - - - - 14.8 - - - 58 17.1 - - - - 21.8 - - - 59 17.1 - - - - 28.4 - - - 60 17.1 - - - - 20.0 - - - 62 17.1 - - - - 12.9 - - - 63 17.1 - - - - 11.9 - - - 64 17.1 - - - - 11.8 - - - 65 17.1 - - - - 12.4 - - - 66 17.1 - - - - 12.9 - - - 67 20.5 - - - - 10.9 - - - 68 20.5 - - - - 10.9 - - - 69 20.5 - - - - 11.1 - - - 70 20.5 - - - - 11.6 - - - 71 20.5 - - - - 11.8 - - - 72 20.5 - - - - 12.8 - - - 73 17.1 - - - - 17.5 - - - 78 10.6 - - - - 37.7 - - - 79 10.6 - - - - 41.2 - - - 80 10.6 - - - - 37.9 - - - 81 10.6 - - - - 53.2 - - - 82 10.6 - - - - 57.5 - - - 83 10.6 - - - - 55.4 - - - 84 20.5 - - - - 15.0 - - - 85 20.5 - - - - 13.3 - - - 86 20.5 - - - - 12.8 - - - 87 20.5 - - - - 11.7 - - - 88 20.5 - - - - 11.3 - - - 89 20.5 - - - - 11.2 - - - 90 17.1 - - - - 12.5 - - - 97 10.6 - - - - 18.4 - - - 98 10.6 - - - - 18.4 - - - 99 10.6 - - - - 18.4 - - - 100 10.6 - - - - 18.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: -08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE NODE ANALYSIS DATA REC ROOM 1 REMOTE AREA #2 Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 101 11.8 - - - - 17.7 - - - 102 11.8 - - - - 17.8 - - - 108 13.5 - - - - 20.5 - - - 109 13.5 - - - - 19.9 - - - Al 10.6 - - - - 56.2 - - - A2 10.6 - - - - 58.2 - - - W 10.6 TOP OF RISER 60.0 327.2 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 4 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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 -18.2 0.811 PL 0.50 PF 0.6 15S 16.6 5.6 10.5 18.2 11.4 150 FTG E PE -0.2 15 17.1 0.0 10.9 0.0 0.253 TL 2.50 PV 0.0 Pipe: 2 18.2 0.811 PL 0.50 PF 0.9 15 17.1 0.0 10.9 0.0 11.4 150 FTG T PE 0.0 64 17.1 0.0 11.8 0.0 0.253 TL 3.50 PV 0.0 Pipe: 3 -18.2 0.811 PL 0.50 PF 0.6 16S 16.6 5.6 10.6 18.2 11.4 150 FTG E PE -0.2 16 17.1 0.0 11.0 0.0 0.253 TL 2.50 PV 0.0 Pipe: 4 18.2 0.811 PL 0.50 PF 0.9 16 17.1 0.0 11.0 0.0 11.4 150 FTG T PE 0.0 63 17.1 0.0 11.9 0.0 0.253 TL 3.50 PV 0.0 Pipe: 5 -19.6 0.811 PL 7.08 PF 2.6 17S 10.0 5.6 12.3 19.6 12.3 150 FTG E PE -3.1 17 17.1 0.0 11.9 0.0 0.292 TL 9.08 PV 0.0 Pipe: 6 19.6 0.811 PL 0.50 PF 1.0 17 17.1 0.0 11.9 0.0 12.3 150 FTG T PE 0.0 62 17.1 0.0 12.9 0.0 0.292 TL 3.50 PV 0.0 Pipe: 7 -18.7 0.811 PL 0.50 PF 0.7 18S 16.6 5.6 11.1 18.7 11.7 150 FTG E PE -0.2 18 17.1 0.0 11.6 0.0 0.266 TL 2.50 PV 0.0 Pipe: 8 18.7 0.811 PL 0.50 PF 0.9 18 17.1 0.0 11.6 0.0 11.7 150 FTG T PE 0.0 53 17.1 0.0 12.5 0.0 0.266 TL 3.50 PV 0.0 Pipe: 9 -23.6 0.811 PL 0.50 PF 1.0 19S 16.6 5.6 17.8 23.6 14.8 150 FTG E PE -0.2 19 17.1 0.0 18.6 0.0 , 0.410 TL 2.50 PV 0.0 Pipe: 10 23.6 0.811 PL 0.50 PF 1.4 19 17.1 0.0 18.6 0.0 14.8 150 FTG T PE 0.0 60 17.1 0.0 20.0 0.0 0.410 TL 3.50 PV 0.0 Pipe: 11 -18.6 0.811 PL 0.50 PF 0.7 20S 16.6 5.6 11.0 18.6 11.7 150 FTG E PE -0.2 20 17.1 0.0 11.5 0.0 0.264 TL 2.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 1 REMOTE AREA ff2 (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 18.6 0.811 PL 0.50 PF 0.9 20 17.1 0.0 11.5 0.0 11.7 150 FTG T PE 0.0 55 17.1 0.0 12.4 0.0 0.264 TL 3.50 PV 0.0 Pipe: 13 -18.9 0.811 PL 0.50 PF 0.7 21S 16.6 5.6 11.4 18.9 11.9 150 FTG E PE -0.2 21 17.1 0.0 11.9 0.0 0.272 TL 2.50 PV 0.0 Pipe: 14 18.9 0.811 PL 0.50 PF 1.0 21 17.1 0.0 11.9 0.0 11.9 150 FTG T PE 0.0 56 17.1 0.0 12.8 0.0 0.272 TL 3.50 PV 0.0 Pipe: 15 -20.3 0.811 PL 0.50 PF 0.8 22S 16.6 5.6 13.2 20.3 12.7 150 FTG E PE -0.2 22 17.1 0.0 13.7 0.0 0.311 TL 2.50 PV 0.0 Pipe: 16 20.3 0.811 PL 0.50 PF 1.1 22 17.1 0.0 13.7 0.0 12.7 150 FTG T PE 0.0 57 17.1 0.0 14.8 0.0 0.311 TL 3.50 PV 0.0 Pipe: 17 -17.5 0.811 PL 0.50 PF 0.6 23S 20.0 5.6 9.8 17.5 11.0 150 FTG E PE -0.2 23 20.5 0.0 10.1 0.0 0.236 TL 2.50 PV 0.0 Pipe: 18 17.5 0.811 PL 0.40 PF 0.8 23 20.5 0.0 10.1 0.0 11.0 150 FTG T PE 0.0 68 20.5 0.0 10.9 0.0 0.236 TL 3.40 PV 0.0 Pipe: 19 -18.2 0.811 PL 0.50 PF 0.6 24S 20.0 5.6 10.5 18.2 11.4 150 FTG E PE -0.2 24 20.5 0.0 10.9 0.0 0.252 TL 2.50 PV 0.0 Pipe: 20 18.2 0.811 PL 0.40 PF 0.9 24 20.5 0..0 10.9 0.0 11.4 150 FTG T PE 0.0 71 20.5 0.0 11.8 0.0 0.252 TL 3.40 PV 0.0 Pipe: 21 -17.8 0.811 PL 0.50 PF 0.6 25S 20.0 5.6 10.1 17.8 11.1 150 FTG E PE -0.2 25 20.5 0.0 10.5 0.0 0.242 TL 2.50 PV 0.0 Pipe: 22 17.8 0.811 PL 040 PF 0.8 25 20.5 0.0 10.5 0.0 11.1 150 FTG T PE 0.0 88 20.5 0.0 11.3 0.0 0.242 TL 3.40 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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: 23 -19.3 0.811 PL 0.50 PF 0.7 26S 20.0 5.6 11.8 19.3 12.1 150 FTG E PE -0.2 26 20.5 0.0 12.3 0.0 0.281 TL 2.50 PV 0.0 Pipe: 24 19.3 0.811 PL 0.40 PF 1.0 26 20.5 0.0 12.3 0.0 12.1 150 FTG T PE 0.0 85 20.5 0.0 13.3 0.0 0.281 TL 3.40 PV 0.0 Pipe: 25 -22.9 0.811 PL 3.50 PF 2.1 27S 10.0 5.6 16.7 22.9 14.4 150 FTG E PE -1.5 27 13.5 0.0 17.4 0.0 0.388 TL 5.50 PV 0.0 Pipe: 26 22.9 0.811 PL 3.45 PF 2.5 27 13.5 0.0 17.4 0.0 14.4 150 FTG T PE 0.0 109 13.5 0.0 19.9 0.0 0.388 TL 6.45 PV 0.0 Pipe: 27 -23.7 0.811 PL 3.50 PF 2.7 28S 10.0 5.6 17.9 23.7 14.9 150 FTG E PE -1.5 28 13.5 0.0 19.1 0.0 0.043 TL 6.50 PV 0.0 Pipe: 28 23.7 1.291 PL 1.37 PF 0.3 28 13.5 0.0 19.1 0.0 5.9 150 FTG T PE 0.0 47 13.5 0.0 19.4 0.0 0.043 TL 6.87 PV 0.0 Pipe: 29 -24.6 0.811 PL 3.50 PF 2.4 29S 10.0 5.6 19.2 24.6 15.4 150 FTG E PE -1.5 29 13.5 0.0 20.1 0.0 0.441 TL 5.50 PV 0.0 Pipe: 30 24.6 0.811 PL 1.37 PF 1.9 29 13.5 0.0 20.1 0.0 15.4 150 FTG T PE 0.0 44 13.5 0.0 22.1 0.0 0.441 TL 4.37 PV 0.0 Pipe: 31 -27.1 0.811 PL 0.50 PF 1.9 30S 10.1 5.6 23.5 27.1 17.0 150 FTG T PE -0.2 30 10.6 0.0 25.1 0.0 0.531 TL 3.50 PV 0.0 Pipe: 32 27.1 0.811 PL 3.80 PF 3.6 30 10.6 0.0 25.1 0.0 17.0 150 FTG T PE 0.0 43 10.6 0.0 28.7 0.0 0.531 TL 6.80 PV 0.0 Pipe: 33 286.6 2.009 PL 3.33 PF 7.7 40 10.6 0.0 48.6 0.0 29.3 150 FTG T PE 0.0 Al 10.6 0.0 56.2 0.0 0.501 TL 15.33 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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: 34 286.6 2.009 PL 5.11 PF 7.3 79 10.6 0.0 41.2 0.0 29.3 150 FTG T+Z PE 0.0 40 10.6 0.0 48.6 0.0 0.501 TL 14.61 PV 0.0 Pipe: 35 128.9 1.527 PL 17.11 PF 12.2 43 10.6 0.0 28.7 0.0 22.8 150 FTG 2E+3Z PE 0.0 42 10.6 0.0 41.0 0.0 0.435 TL 28.11 PV 0.0 Pipe: 36 128.9 2.009 PL 2.00 PF 0.3 42 10.6 0.0 41.0 0.0 13.2 150 FTG Z PE 0.0 79 10.6 0.0 41.2 0.0 0.114 TL 2.50 PV 0.0 Pipe: 37 101.8 1.527 PL 10.77 PF 5.4 44 13.5 0.0 22.1 0.0 18.0 150 FTG 2E+Z PE 1.3 43 10.6 0.0 28.7 0.0 0.281 TL 19.27 PV 0.0 Pipe: 38 77.2 1.291 PL 1.55 PF 0.8 45 13.5 0.0 21.3 0.0 19.1 150 FTG Z PE 0.0 44 13.5 0.0 22.1 0.0 0.381 TL 2.05 PV 0.0 Pipe: 39 22.9 1.055 PL 2.38 PF 0.7 108 13.5 0.0 20.5 0.0 8.5 150 FTG T PE 0.0 45 13.5 0.0 21.3 0.0 0.108 TL 6.88 PV 0.0 Pipe: 40 54.3 1.291 PL 7.00 PF 1.5 46 13.5 0.0 19.8 0.0 13.4 150 FTG Z PE 0.0 45 13.5 0.0 21.3 0.0 0.199 TL 7.50 PV 0.0 Pipe: 41 54.3 1.291 PL 1.45 PF 0.4 47 13.5 0.0 19.4 0.0 13.4 150 FTG Z PE 0.0 46 13.5 0.0 19.8 0.0 0.199 TL 1.95 PV 0.0 Pipe: 42 30.6 1.291 PL 11.20 PF 1.2 48 10.6 0.0 19.5 0.0 7.6 150 FTG 2E+Z PE -1.3 47 13.5 0.0 19.4 0.0 0.069 TL 17.70 PV 0.0 Pipe: 43 30.6 1.291 PL 2.09 PF 0.2 49 10.6 0.0 19.3 0.0 7.6 150 FTG Z PE 0.0 48 10.6 0.0 19.5 0.0 0.069 TL 2.59 PV 0.0 Pipe: 44 30.6 1.291 PL 8.25 PF 0.8 100 10.6 0.0 18.5 0.0 7.6 150 FTG E+Z PE 0.0 49 10.6 0.0 19.3 0.0 0.069 TL 11.75 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 08/19/2003 JOB TITLE: KELLY RANCH -CLUB HOUSE PIPE DATA REC ROOM 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: 45 23.4 1.291 PL 20.20 PF 1.2 51 10.6 0.0 17.3 0.0 5.8 150 FTG 2E+5Z PE 0.0 100 10.6 0.0 18.5 0.0 0.042 TL 28.70 PV 0.0 Pipe: 46 30.6 1.291 PL 10.49 PF 1.6 66 17.1 0.0 12.9 0.0 7.6 150 FTG2E+T+Z PE 2.8 51 10.6 0.0 17.3 0.0 0.069 TL 22.49 PV 0.0 Pipe: 47 7.2 1.055 PL 57.38 PF 0.9 51 10.6 0.0 17.3 0.0 2.7 150 FTG * PE -0.5 101 11.8 0.0 17.7 0.0 0.013 TL 75.38 PV 0.0 * Fitting Equivalent Lengths = 18' 5E+T+10Z Pipe: 48 15.6 1.055 PL 2.03 PF 0.4 53 17.1 0.0 12.5 0.0 5.8 150 FTG T PE 0.0 66 17.1 0.0 12.9 0.0 0.053 TL 7.53 PV 0.0 Pipe: 49 3.1 1.055 PL 6.60 PF 0.0 53 17.1 0.0 12.5 0.0 1.2 150 FTG T PE 0.0 90 17.1 0.0 12.5 0.0 0.003 TL 11.10 PV 0.0 Pipe: 50 13.4 1.055 PL 9.89 PF 0.4 55 17.1 0.0 12.4 0.-0 5.0 150 FTG Z PE 0.0 56 17.1 0.0 12.8 0.0 0.040 TL 9.89 PV 0.0 Pipe: 51 5.2 1.055 PL 11.49 PF 0.1 55 17.1 0.0 12.4 0.0 1.9 150 FTG E+T PE 0.0 90 17.1 0.0 12.5 0.0 0.007 TL 18.49 PV 0.0 Pipe: 52 32.3 1.055 PL 9.89 PF 2.0 56 17.1 0.0 12.8 0.0 12.0 150 FTG Z PE 0.0 57 17.1 0.0 14.8 0.0 0.204 TL 9.89 PV 0.0 Pipe: 53 52.7 1.055 PL 11.34 PF 7.0 57 17.1 0.0 14.8 0.0 19.5 150 FTG E+Z PE 0.0 58 17.1 0.0 21.8 0.0 0.502 TL 13.84 PV 0.0 Pipe: 54 98.0 1.291 P11 2.12 PF 6.6 58 17.1 0.0 21.8 0.0 24.2 150 FTG T PE 0.0 59 17.1 0.0 28.4 0.0 0.593 TL 11.12 PV 0.0 Pipe: 55 45.3 1.055 P11 6.98 PF 5.3 84 20.5 0.0 15.0 0.0 16.8 150 FTG E+T PE 1.5 58 17.1 0.0 21.8 0.0 0.380 TL 13.98 PV 0.0 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 1 REMOTE AREA #2 (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 56 198.3 2.009 PL 14.41 PF 59 17.1 0.0 28.4 0.0 20.3 150 FTG 2E+Z PE 78 10.6 0.0 37.7 0.0 0.253 TL 25.91 PV Pipe: 57 100.3 1.291 PL 4.48 PF 60 17.1 0.0 20.0 0.0 24.8 150 FTG T PE 59 17.1 0.0 28.4 0.0 0.619 TL 13.48 PV Pipe: 58 76.7 1.291 PL 6.15 PF 73 17.1 0.0 17.5 0.0 19.0 150 FTG Z PE 60 17.1 0.0 20.0 00 0.376 TL 6.65 PV PRESS SUM (PSI) 6.6 2.8 0.0 8.3 0.0 0.0 2.5 0.0 0.0 1.0 0.0 0.0 Pipe: 59 63 17.1 62 17.1 Pipe: 60 62 17.1 73 17.1 Pipe: 61 64 17.1 63 17.1 Pipe: 62 64 17.1 65 17.1 Pipe: 63 65 17.1 66 17.1 Pipe: 64 67 20.5 65 17.1 Pipe: 65 68 20.5 67 20.5 Pipe: 66 68 20.5 69 20.5 22.5 1.055 PL 9.89 PF 0.0 11,9 0.0 8.3 150 FTG Z PE 0.0 12.9 0.0 0.104 TL 9.89 PV 42.1 1.055 PL 11.36 PF 0.0 12.9 0.0 15.6 150 FTG E+Z PE 0.0 17.5 0.0 0.332 TL 13.86 PV 4.3 1.055 PL 9.89 PF 0.0 11.8 0.0 1.6 150 FTG Z PE 0.0 11.9 0.0 0.005 TL 9.89 PV 13.9 1.055 PL 11.51 PF 0.0 11.8 0.0 5.2 150 FTG E+Z PE 0.0 12.4 0.0 0.043 TL 14.01 PV 15.0 1.055 PL 4.12 PF 0.0 12.4 0.0 5.6 150 FTG T PE 0.0 12.9 0.0 0.049 TL 9.62 PV 1.1 1.055 PL 6.01 PF 0.0 10.9 0.0 0.4 150 FTG E+T PE 0.0 12.4 0.0 0.000 TL 13.01 PV 1.1 1.055 PL 5.46 PF 0.0 10.9 0.0 0.4 150 FTG Z PE 0.0 10.9 0.0 0.000 TL 5.46 PV 16.4 1.055 PL 2.71 PF 0.0 10.9 0.0 6.1 150 FTG Z PE 0.0 11.1 0.0 0.058 TL 2.71 PV 4.6 0.0 0.0 0.6 0.0 0.0 0.5 0.0 0.0 0.0 1.5 0.0 In 0.2 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 1 REMOTE AREA #2 (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 67 16.4 1.055 PL 8.17 PF 69 20.5 0.0 11.1 0.0 6.1 150 FTG Z PE 70 20.5 0.0 11.6 0.0 0.058 TL 8.17 PV Pipe: 68 16.4 1.055 PL 3.71 PF 70 20.5 0.0 11.6 0.0 6.1 150 FTG Z PE 71 20.5 0.0 11.8 0.0 0.058 TL 3.71 PV Pipe: 69 34.5 1.055 PL 4.46 PF 71 20.5 0.0 11.8 0.0 12.8 150 FTG Z PE 72 20.5 0.0 12.8 0.0 0.230 TL 4.46 PV Pipe: 70 34.5 1.055 PL 6.98 PF 72 20.5 0.0 12.8 0.0 12.8 150 FTG E+T PE 73 17.1 0.0 17.5 0.0 0.230 TL 13.98 PV Pipe: 71 40.6 2.009 PL 0.51 PF 78 10.6 0.0 37.7 0.0 4.2 150 FTG T PE 80 10.6 0.0 37.9 0.0 0.013 TL 9.51 PV Pipe: 72 157.6 2.009 PL 3.15 PF 3.5 78 10.6 0.0 37.7 0.0 16.1 150 FTG 2T PE 0.0 79 10.6 0.0 41.2 0.0 0.166 TL 21.15 PV 0.0 Pipe: 73 40.6 1.055 PL 39.73 PF 15.3 80 10.6 0.0 37.9 0.0 15.1 150 FTG * PE 0.0 81 10.6 0.0 53.2 0.0 0.311 TL 49.23 PV 0.0 * Fitting Equivalent Lengths = 9.5' 2E+T+9Z Pipe: 74 16.2 1.055 PL 28.83 PF 2.3 81 10.6 0.0 53.2 0.0 6.0 150 FTG * PE 0.0 83 10.6 0.0 55.4 0.0 0.057 TL 40.33 PV 0.0 * Fitting Equivalent Lengths = 12' E+2T+4Z Pipe: 75 24.4 1.055 PL 33.33 PF 4.4 81 10.6 0.0 53.2 0.0 9.1 150 FTG E-i-10Z PE 0.0 82 10.6 0.0 57.5 0.0 0.121 TL 35.83 PV 0.0 Pipe: 76 24.4 1.055 PL 1.45 PF 0.7 82 10.6 0.0 57.5 0.0 9.1 150 FTG T PE 0.0 A2 10.6 0.0 58.2 0.0 0.121 TL 5.95 PV 0.0 PRESS SUM (PSI) 0.5 0.0 0.0 0.2 0.0 0.0 1.0 0.0 0.0 3.2 1.5 0.0 0.1 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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: 77 16.2 1.055 PL 2.12 PF 0.8 83 10.6 0.0 55.4 0.0 6.0 150 FTG T PE 0.0 Al 10.6 0.0 56.2 0.0 0.057 TL 14.12 PV 0.0 Pipe: 78 45.3 1.055 PL 4.46 PF 1.7 85 20.5 0.0 13.3 0.0 16.8 150 FTG Z PE 0.0 84 20.5 0.0 15.0 0.0 0.380 TL 4.46 PV 0.0 Pipe: 79 26.1 1.055 PL 3.71 PF 0.5 86 20.5 0.0 12.8 0.0 9.7 150 FTG Z PE 0.0 85 20.5 0.0 13.3 0.0 0.137 TL 3.71 PV 0.0 Pipe: 80 26.1 1.055 PL 8.17 PF 1.1 87 20.5 0.0 11.7 0.0 9.7 150 FTG Z PE 0.0 86 20.5 0.0 12.8 0.0 0.137 TL 8.17 PV 0.0 Pipe: 81 26.1 1.055 PL 2.71 PF 0.4 88 20.5 0.0 11.3 0.0 9.7 150 FTG Z PE 0.0 87 20.5 0.0 11.7 0.0 0.137 TL 2.71 PV 0.0 Pipe: 82 8.3 1.055 PL 5.46 PF 0.1 89 20.5 0.0 11.2 0.0 3.1 150 FTG Z PE 0.0 88 20.5 0.0 11.3 0.0 0.016 TL 5.46 PV 0.0 Pipe: 83 8.3 1.055 PL 6.01 PF 0.1 90 17.1 0.0 12.5 0.0 3.1 150 FTG E+Z PE -1.5 89 20.5 0.0 11.2 0.0 0.016 TL 8.51 PV 0.0 Pipe: 84 2.1 1.291 PL 10.83 PF 0.0 97 10.6 0.0 18.4 0.0 0.5 150 FTG 2Z PE 0.0 98 10.6 0.0 18.4 0.0 0.000 TL 11.83 PV 0.0 Pipe: 85 2.1 1.055 PL 67.25 PF 0.1 102 11.8 0.0 17.8 0.0 0.8 150 FTG * PE 0.5 97 10.6 0.0 18.4 0.0 0.001 TL 79.25 PV 0.0 * Fitting Equivalent Lengths = 12' 3E+T+12Z Pipe: 86 4.3 1.291 PL 9.83 PF 0.0 98 10.6 0.0 18.4 0.0 1.1 150 FTG 2Z PE 0.0 99 10.6 0.0 18.4 0.0 0.002 TL 10.83 PV 0.0 Pipe: 87 2.2 1.055 PL 60.75 PF 0.1 102 11.8 0.0 17.8 0.0 0.8 150 FTG * PE 0.5 98 10.6 0.0 18.4 0.0 0.001 TL 77.25 PV 0.0 * Fitting Equivalent Lengths = 17' 3E+2T+10Z 4 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE PIPE DATA REC ROOM 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: 88 7.2 1.291 PL 10.83 PF 0.1 99 10.6 0.0 18.4 0.0 1.8 150 FTG T+Z PE 0.0 100 10.6 0.0 18.5 0.0 0.005 TL 16.83 PV 0.0 Pipe: 89 2.9 1.055 PL 60.75 PF 0.2 101 11.8 0.0 17.7 0.0 1.1 150 FTG * PE 0.5 99 10.6 0.0 18.4 0.0 0.002 TL 77.25 PV 0.0 * Fitting Equivalent Lengths = 17' 3E+2T+11Z Pipe: 90 4.3 1.055 PL 9.83 PF 0.0 101 11.8 0.0 17.7 0.0 1.6 150 FTG 2Z PE 0.0 102 11.8 0.0 17.8 0.0 0.005 TL 9.83 PV 0.0 Pipe: 91 22.9 1.055 PL 6.46 PF 0.7 109 13.5 0.0 19.9 0.0 8.5 150 FTG Z PE 0.0 108 13.5 0.0 20.5 0.0 0.108 TL 6.46 PV 0.0 Pipe: 92 302.7 2.495 PL 9.83 PF 2.0 Al 10.6 0.0 56.2 0.0 20.1 150 FTG Z PE 0.0 A2 10.6 0.0 58.2 0.0 0.193 TL 10.33 PV 0.0 Pipe: 93 327.2 2.495 PL 6.08 PF 1.8 A2 10.6 0.0 58.2 0.0 21.7 150 FTG E PE 0.0 W 10.6 0.0 60.0 0.0 0.223 TL 8.08 PV 0.0 *' V SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 Date: 08/19/2003 JOB TITLE: KELLY RANCH-CLUB HOUSE REC ROOM 1 REMOTE AREA 42 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 327 60.0 psi Elevation Change 8'6" 3.7 1 Pipe 2-1/2" CUx21 2' 150 2.495 327 0.4 1 2-1/2" Thrd Butterfly Valve Milwauk 7' 120 2.469 327 2.5 1 2-1/2" Thrd Check Valve 14' 0 2.469 327 0.0 1 2-1/2" Sweatd 90 Eli 7' 120 2.469 327 2.3 Hydr Ref Ri Required at Base of Riser 327 69.0 psi 1 4" x 2" Flngd Reducer 0' 120 4.026 327 0.0 7 4" Flngd 90 Eli - 70' 120 4.026 327 2.4 1 Pipe 4" C9 CLASS 200 125' 150 4.070 327 2.6 1 4" Flngd Back Flow Valve 11 3000S" CHART LOSS 327 2.4 Fixed Flow Flow Loss 100 gpm 8 8" Flngd 90 Eli 144' 120 8.071 427 0.3 8 8" Flngd 45 Ell 72' 120 8.071 427 0.1 8 8" Flngd Gate Valve Kennedy 114701" 32' 120 8.071 427 0.0 1 Pipe 8" C9 CLASS 200 2014' 150 7.670 427 3.1 1 8" x 8" x 4" Flngd Tee 35' 120 8.071 427 0.1 Hydr Ref R2 Required at Source 427 79.9 psi Water Source127.6 psi static,117.6 psi residual ® 1635 gpm 427 gpm 126.8 psi SAFETY PRESSURE 46.9 psi NOTE: Water Source has been adjusted to include a change of elevation of 291 1" flow test to point of connection (S) Flow Test Record Test Hydrant Location /(0Z (JJI1i'W &27 Hydrant ID No. Size Main (Z Static ............. .6 Residual........./o'5 Pressure Drop.. / (PDI 1).....K factor for PDI 1 Flow Hydrant(s) Hydrant I location Hydrant 2 location Hydrant 3 location PSI PSI PSI Hydrant I Pitot Hydrant 2 Pitot Hydrant 3 Pitot Calculated test and flow data - Static:.................... Desired Residual ....... _20 Pressure Drop (PD 2).. GPM: /2 GPM:_______ GPM:_______ Total: I (Qi) Size of Orifice 2. Size of Orifice 2A Size of Orifice__________ QxPD2 k =Q2 PDI*k K factor PD2: x divided by equals GPM at 20 psi residual Qi PD2k PD1k Q2 Comments: Test conducted for: - 77 Conducted by: Date: Time:)5.' Flow Test Record Formulas GPM-Flow 2 'A" 4" PSI GPM PSI GPM PSI GPM PSI GPM 1 170 16 670 1 430 16 1720 2 240 17 690 2 610 17 1770 3 290 18 710 3 740 18 1820 4 340 19 730 4 860 19 1870 5 380 20 750 5 960 20 1920 6 410 22 790 6 1050 22 2020 7 440 24 820 7 1140 24 2110 8 480 26 860 8 1220 26 2190 9 500 28 890 9 1290 28 2280 10 530 30 920 10 1360 30 2330 11 560 33 950 11 1430 32 2430 12 580 34 980 12 1490 34 2510 13 610 36 1010 13 1550 36 2580 14 630 38 1040 14 1610 38 2650 15 650 40 1060 15 1660 40 2720 K Factor Formula PD K PD K PD K PD K PD K 1= 1.0 21= 5.18 41= 7.43 61= 9.21 81= 10.73 2= 1.45 22= 5.31 42= 7.53 62= 9.29 82= 10.80 3= 1.81 23= 5.44 43= 7.62 63= 9.37 83= 10.87 4= 2.11 24= 5.56 44= 7.72 64= 9.45 84= 10.94 5= 2.39 25= 5.69 45= 7.81 65= 9.53 85= 11..01 6= 2.63 26= 5.81 46= 7.91 66= 9.61 86= 11.08 7= 2.86 27= 5.93 47= 8.00 67= 9.69 87= 11.15 8= 3.07 28= 6.05 48= 8.09 68= 9.76 88= 11.22 9= 3.28 - 29= 6.16 49= 8.18 69= 9.84 89= 11.29 10= 3.47 30= 6.28 50= 8.27 70= 9.92 90= 11.36 11= 3.65 31= 6.39 51= 8.36 71= 9.99 91= 11.43 12= 3.83. 32 6.50 52= 8.44 72= 10.07 92= 11.49 13= 4.00 33 6.61 53 8.53 73= 10.14 93= 11;56 14= 4.16 34= 6.71 54= 8.64 74= 10.22 94= 11.63 15= 4.32 35= 6.82 55= 8.71 75= 10.29 95= 11.69 16= 4.48 36= 6.93 56= 8.79 76= 10.37 96= 11.76 17= 4.72 37= 7.03 57= 8.88 77= 10.44 97= 11.83 18= 4.76 38= 7.13 58= 8.96 78= 10.51 98= 11.89 19= 4.90 39= 7.23 59= 9.04 79= 10.59 99= 11.96 20= 5.04 40= 7.33 60= 9.12 80= 10.66 100= 12.02 *PD = Pressure drop K = K factor 176 FIRE PROTECTION SYSTEMS I,v WATER SUPPLY SYSTEMS FOR Annual Flow Tests 3—O3 DATE ________________ INSPECTOR - Conduct 2-inch main drain test for gravity tanks and pressure tanks. '- ___________ 2oc6,2 p,jrzJ Static pressure (psi) Full flow pressure (psi) Ground level tanks and underground tanks: Annual test is accomplished during fire pump full flow tests. Water distribution systems: Annual test is accomplished during fire hydrant annual tests. For each test, record the following: Residual hydrant location Flow hydrant location Static pressure (residual hydrant) Residual pressure (residual hydrant) /o5 Pitot pressure (flow hydrant) Nozzle size (flow hydrant) - Nozzle coefficient (flow hydrant) 0.9; other Water available (flow in gpm) f gpm at I psi COMMENTS -t L /' i r Cit of Carlsbad J. W. Adams Senior System Operator (760) 438-2722 ext. 7134 5950 El Camino Real FAX (760) 431-1601 Carlsbad aljfornag WWw ci. carlsbad ca. us a a 6.