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HomeMy WebLinkAbout5460 GRAND PACIFIC DR; ; AS070141; Permit8/17/22,11:22 AM AS070141 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070141 5460 GRAND Job Address: Status: ISSUED PACIFIC DR Permit Type: SPRINK Applied 5/22/2007 Parcel No: Approved: 5/22/2007 Lot #: 0 Reference No.: Issued: 5/22/2007 PC #: Inspector: Project Title: CARLSBAD RANCH HOTEL Applicant: Owner: WESTERN FIRE PROTECTION 12232 THATCHER CT POWAYCA 858-513-4949 L Fees ($) Add'I Fees ($) Total ($) j Balance($) 186 0 186 0 1/1 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT FI LI COPYA APPROVED 1,40 D APPROVED AS NOTED WESTERN FIRE PROTECTION, IC NOT APPRCVED, RESUBMIT 12232 THATCHER COURT P CC'G 'S C!Y FER OWAY, CA 92064 cFORMAN- THE APPROVED ASL4ITTED no HYDRAULIC CALCULATIONS 'Y • O G HE CRACT IS j,'IoSPONS!RLE CARLSBAD Ft D ARTMENT X1, 4M. FOR BE CONFIRMED Carlsbad Ranch Resort & Hot9 A[ 1HE JOB 1201 Cannon Rd. Carlsbad, CA o000TI0N0FT 4ORit OF ALL iRDES. 3rd Floor Largest Room FILE NUMBER: C-1983 DATE: APR 30, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard .10 Largest Room 16x22 14 sprinklers 284.5 gpm 384.5 gpm 284.5 gpm @ 48.8 psi 8.0/4.2 Davis Reed Construction G. Loera Carlsbad Fire Department DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR) SPRINKLER K-FACTOR: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/30/2007RLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR LARGEST ROOM-PEND.SDF JOB TITLE: Largest room WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1185.0 66.9 384.5 59.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 384.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 284.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Si 262.1 K= 4.20 16.1 16.9 S2 262.5 K= 4.20 15.8 16.7 S3 262.5 K= 4.20 16.5 17.1 S4 262.1 K= 4.20 17.3 17.5 S5 261.0 K= 4.20 19.8 18.7 S6 263.0 K= 4.20 24.0 20.6 S7 261.0 K= 4.20 25.0 21.0 S8 263.0 K= 4.20 21.5 19.5 S8A 263.0 K= 4.20 22.4 19.9 S9 261.0 K= 4.20 22.8 20.1 Sio 262.5 K= 4.20 23.9 20.5 Sil 261.0 K= 4.20 25.1 21.0 S12 262.1 K= 8.00 19.1 35.0 S13 261.0 K= 4.20 23.2 20.2 A 264.8 - - - - 24.1 - - - B 264.8 - - - - 24.6 - - - C 264.8 - - - - 24.3 - - - 1 264.8 - - - - 15.4 - - - 2 264.8 - - - - 15.6 - - - 3 264.8 - - - - 16.2 - - - 4 264.8 - - - - 16.5 - - - 5 264.8 - - - - 18.7 - - - 5A 264.8 - - - - 22.6 - - - 6 264.8 - - - - 23.9 - - - 7 264.8 - - - - 24.0 - - - 8 264.8 - - - - 22.1 - - - 9 264.8 - - - - 21.9 - - - 9A 264.8 - - - - 22.7 - - - 10 264.8 - - - - 23.9 - - - r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/30/2007RLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR LARGEST ROOM-PEND.SDF JOB TITLE: Largest room NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 11 264.8 - - - - 24.0 - - - 12 264.8 - - - - 22.8 - - - 13 264.8 - - - - 22.3 - - - Ml 264.8 - - - - 25.3 - - - M2 264.8 - - - - 25.3 - - - M3 264.8 - - - - 25.2 - - - M4 264.8 - - - - 25.2 - - - M5 264.8 - - - - 25.3 - - - 103 264.8 - - - - 29.2 - - - 103A 259.3 - - - - 32.0 - - - 100 233.4 - - - - 43.5 - - - FC-3 264.8 - - - - 31.7 - - - ST-3 248.3 - - - - 39.2 - - - ST-G 233.4 - - - - 45.9 - - - T 233.4 - - - - 46.6 - - - G 230.0 - - - - 48.7 - - - BOR 230.0 - - - - 48.8 - - - DI 230.0 - - - - 48.8 - - - UG 230.0 - - - - 49.2 - - - UG1 221.0 - - - - 53.3 - - - UG2 221.0 - - - - 58.3 - - - UG3 221.0 HOSE STREAM 58.4 100.0 BF1 228.0 - - - - 50.3 - - - BF2 228.0 - - - - 55.3 - - - 60 217.0 - - - - 60.3 - - - 29 216.0 - - - - 60.8 - - - 30 205.0 - - - - 65.6 - - - SRC 220.0 SOURCE 59.1 384.5 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/30/2007RLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR LARGEST ROOM-PEND.SDF JOB TITLE: Largest room PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -16.9 1.101 PL 2.75 PF 0.5 51 262.1 4.2 16.1 16.9 5.7 150 FTG 7.0 PE -1.2 1 264.8 0.0 15.4 0.0 0.050 TL 9.75 PV Pipe: 2 -16.7 1.101 PL 2.83 PF 0.7 S2 262.5 4.2 15.8 16.7 5.6 150 FTG 12.0 PE -1.0 2 264.8 0.0 15.6 0.0 0.049 TL 14.83 PV Pipe: 3 -17.1 1.101 PL 2.83 PF 0.8 S3 262.5 4.2 16.5 17.1 5.7 150 FTG 12.0 PE -1.0 3 264.8 0.0 16.2 0.0 0.051 TL 14.83 PV Pipe: 4 -17.5 1.101 PL 2.75 PF 0.4 S4 262.1 4.2 17.3 17.5 5.9 150 FTG 5.0 PE -1.2 4 264.8 0.0 16.5 0.0 0.053 TL 7.75 PV Pipe: 5 -18.7 1.101 PL 3.80 PF 0.5 S5 261.0 4.2 19.8 18.7 6.3 150 FTG 5.0 PE -1.6 5 264.8 0.0 18.7 0.0 0.060 TL 8.80 PV Pipe: 6 -20.6 1.101 PL 1.83 PF 0.6 S6 263.0 4.2 24.0 20.6 6.9 150 FTG 7.0 PE -0.8 6 264.8 0.0 23.9 0.0 0.072 TL 8.83 PV Pipe: 7 -21.0 1.101 PL 3.80 PF 0.7 S7 261.0 4.2 25.0 21.0 7.1 150 FTG 5.0 PE -1.6 7 264.8 0.0 24.0 0.0 0.074 TL 8.80 PV Pipe: 8 -19.5 1.101 PL 13.80 PF 1.4 S8 263.0 4.2 21.5 19.5 6.6 150 FTG 8.0 PE -0.8 8 264.8 0.0 22.1 0.0 0.065 TL 21.80 PV Pipe: 9 -19.9 1.101 PL 1.80 PF 0.5 S8A 263.0 4.2 22.4 19.9 6.7 150 FTG 5.0 PE -0.8 8 264.8 0.0 22.1 0.0 0.067 TL 6.80 PV Pipe: 10 -20.1 1.101 PL 3.80 PF 0.7 S9 261.0 4.2 22.8 20.1 6.8 150 FTG 7.0 PE -1.6 9 264.8 0.0 21.9 0.0 0.068 TL 10.80 PV Pipe: 11 -20.5 1.101 PL 2.83 PF 1.1 Slo 262.5 4.2 23.9 20.5 6.9 150 FTC 12.0 PE -1.0 10 264.8 0.0 23.9 0.0 0.071 TL 14.83 EV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/30/2007RLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR LARGEST ROOM-PEND.SDF JOB TITLE: Largest room PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -21.0 1.101 PL 2.75 PF 0.6 Sli 261.0 4.2 25.1 21.0 7.1 150 FTG 5.0 PE -1.6 11 264.8 0.0 24.0 0.0 0.075 TL 7.75 PV Pipe: 13 -35.0 1.101 PL 6.42 PF 4.9 S12 262.1 8.0 19.1 35.0 11.8 150 FTG 19.0 PE -1.2 12 264.8 0.0 22.8 0.0 0.191 TL 25.42 PV Pipe: 14 -20.2 1.101 PL 3.80 PF 0.8 S13 261.0 4.2 23.2 20.2 6.8 150 FTG 7.0 PE -1.6 13 264.8 0.0 22.3 0.0 0.070 TL 10.80 PV Pipe: 15 -16.9 1.101 PL 1.50 PF 0.1 1 264.8 0.0 15.4 0.0 5.7 150 FTG 1.0 PE 0.0 2 264.8 0.0 15.6 0.0 0.050 TL 2.50 PV Pipe: 16 -33.6 1.394 PL 11.00 PF 0.7 2 264.8 0.0 15.6 0.0 7.1 150 FTG 1.0 PE 0.0 3 264.8 0.0 16.2 0.0 0.056 TL 12.00 PV Pipe: 17 -50.6 1.394 PL 1.50 PF 0.3 3 264.8 0.0 16.2 0.0 10.6 150 FTG 1.0 PE 0.0 4 264.8 0.0 16.5 0.0 0.120 TL 2.50 PV Pipe: 18 -68.1 1.598 PL 9.83 PF 2.1 4 264.8 0.0 16.5 0.0 10.9 150 FTG 10.0 PE 0.0 5 264.8 0.0 18.7 0.0 0.107 TL 19.83 PV Pipe: 19 -86.8 1.598 FL 13.50 PF 3.9 5 264.8 0.0 18.7 0.0 13.9 150 FTG 10.0 PE 0.0 5A 264.8 0.0 22.6 0.0 0.167 TL 23.50 PV Pipe: 19A -86.8 1.598 PL 5.58 PF 2.6 5A 264.8 0.0 22.6 0.0 13.9 150 FTG 10.0 PE 0.0 M4 264.8 0.0 25.2 0.0 0.167 TL 15.58 PV Pipe: 20 -20.6 1.101 PL 1.00 PF 0.1 6 264.8 0.0 23.9 0.0 6.9 150 FTG 1.0 FE 0.0 7 264.8 0.0 24.0 0.0 0.072 TL 2.00 PV Pipe: 21 -41.6 1.394 FL 6.50 PF 0.6 7 264.8 0.0 24.0 0.0 8.7 150 FTG 1.0 FE 0.0 B 264.8 0.0 24.6 0.0 0.083 TL 7.50 PV Pipe: 22 -41.6 1.598 FL 5.67 PF 0.6 B 264.8 0.0 24.6 0.0 6.6 150 FTG 8.0 PE 0.0 M3 264.8 0.0 25.2 0.0 0.043 TL 13.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/30/2007RLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR LARGEST ROOM-PEND.SDF JOB TITLE: Largest room PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 23 -39.3 1.394 PL 6.67 PF 0.6 8 264.8 0.0 22.1 0.0 8.3 150 FTG 1.0 PE 0.0 9A 264.8 0.0 22.7 0.0 0.075 TL 7.67 PV Pipe: 24 -20.1 1.101 PL 6.42 PF 0.8 9 264.8 0.0 21.9 0.0 6.8 150 FTG 5.0 PE 0.0 9A 264.8 0.0 22.7 0.0 0.068 TL 11.42 PV Pipe: 25 -59.4 1.394 PL 7.60 PF 1.4 9A 264.8 0.0 22.7 0.0 12.5 150 FTG 1.0 PE 0.0 A 264.8 0.0 24.1 0.0 0.162 TL 8.60 PV Pipe: 26 -59.4 1.598 PL 6.42 PF 1.2 A 264.8 0.0 24.1 0.0 9.5 150 FTG 8.0 PE 0.0 M2 264.8 0.0 25.3 0.0 0.083 TL 14.42 PV Pipe: 27 -20.5 1.394 PL 1.50 PF 0.1 10 264.8 0.0 23.9 0.0 4.3 150 FTG 1.0 PE 0.0 11 264.8 0.0 24.0 0.0 0.023 TL 2.50 PV Pipe: 28 -41.6 1.598 PL 22.42 PF 1.3 11 264.8 0.0 24.0 0.0 6.6 150 FTG 8.0 PE 0.0 Ml 264.8 0.0 25.3 0.0 0.043 TL 30.42 PV Pipe: 29 20.2 1.101 PL 1.83 PF 0.5 12 264.8 0.0 22.8 0.0 6.8 150 FTG 5.0 PE 0.0 13 264.8 0.0 22.3 0.0 0.070 TL 6.83 PV Pipe: 30 -55.2 1.394 PL 10.00 PF 1.6 12 264.8 0.0 22.8 0.0 11.6 150 FTG 1.0 PE 0.0 C 264.8 0.0 24.3 0.0 0.141 TL 11.00 PV Pipe: 31 -55.2 1.598 PL 5.67 PF 1.0 C 264.8 0.0 24.3 0.0 8.8 150 FTG 8.0 PE 0.0 M5 264.8 0.0 25.3 0.0 0.073 TL 13.67 PV Pipe: 32 94.1 3.260 PL 5.17 PF 0.0 Ml 264.8 0.0 25.3 0.0 3.6 120 FTG ---- PE 0.0 M2 264.8 0.0 25.3 0.0 0.009 TL 5.17 PV Pipe: 33 34.7 3.260 PL 26.66 PF 0.1 M2 264.8 0.0 25.3 0.0 1.3 120 FTG E FE 0.0 M3 264.8 0.0 25.2 0.0 0.001 TL 36.07 PV Pipe: 34 -6.8 3.260 PL 11.83 PF 0.0 M3 264.8 0.0 25.2 0.0 0.3 120 FTG ---- PE 0.0 M4 264.8 0.0 25.2 0.0 0.000 TL 11.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/30/2007RLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR LARGEST ROOM-PEND.SDF JOB TITLE: Largest room PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 35 -93.6 3.260 PL 13.83 PF 0.1 M4 264.8 0.0 25.2 0.0 3.6 120 FTG ---- FE 0.0 M5 264.8 0.0 25.3 0.0 0.009 TL 13.83 PV Pipe: 36 -148.8 3.260 PL 125.33 PF 3.9 N5 264.8 0.0 25.3 0.0 5.7 120 FTG 6E PE 0.0 103 264.8 0.0 29.2 0.0 0.021 TL 181.78 PV Pipe: 37 -148.8 4.260 PL 6.00 PF 0.4 103 264.8 0.0 29.2 0.0 3.3 120 FTG TCB PE 2.4 103A 259.3 0.0 32.0 0.0 0.006 TL 77.00 PV Pipe: 38 -148.8 4.260 PL 25.92 PF 0.2 103A 259.3 0.0 32.0 0.0 3.3 120 FTG E FE 11.2 100 233.4 0.0 43.5 0.0 0.006 TL 38.92 PV Pipe: 39 -148.8 4.260 PL 376.67 PF 3.1 100 233.4 0.0 43.5 0.0 3.3 120 FTG 9ETB PE 0.0 T 233.4 0.0 46.6 0.0 0.006 TL 535.67 PV Pipe: 40 -135.7 3.260 PL 240.00 PF 6.4 Ml 264.8 0.0 25.3 0.0 5.2 120 FTG 8E2T FE 0.0 FC-3 264.8 0.0 31.7 0.0 0.018 TL 355.58 PV Pipe: 41 -135.7 4.260 PL 6.00 PF 0.4 FC-3 264.8 0.0 31.7 0.0 3.1 120 FTG TCB PE 7.2 ST-3 248.3 0.0 39.2 0.0 0.005 TL 77.00 PV Pipe: 42 -135.7 4.260 PL 25.92 PF 0.2 ST-3 248.3 0.0 39.2 0.0 3.1 120 FTG E PE 6.4 ST-G 233.4 0.0 45.9 0.0 0.005 TL 38.92 PV Pipe: 43 -135.7 4.260 PL 40.00 PF 0.7 ST-G 233.4 0.0 45.9 0.0 3.1 120 FTG 5ETB PE 0.0 T 233.4 0.0 46.6 0.0 0.005 TL 147.00 PV Pipe: 44 -284.5 4.260 FL 8.00 PF 0.7 T 233.4 0.0 46.6 0.0 6.4 120 FTG 2E FE 1.5 G 230.0 0.0 48.7 0.0 0.019 TL 34.00 PV Pipe: 45 -284.5 4.260 PL 6.50 PF 0.1 G 230.0 0.0 48.7 0.0 6.4 120 FTG ---- FE 0.0 BOR 230.0 0.0 48.8 0.0 0.019 TL 6.50 PV Pipe: 46 -284.5 6.275 PL 6.00 PF 0.0 BOR 230.0 0.0 48.8 0.0 3.0 140 FTG ---- FE 0.0 DI 230.0 0.0 48.8 0.0 0.002 TL 6.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/30/2007RLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR LARGEST ROOM-PEND.SDF JOB TITLE: Largest room PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 47 -284.5 6.090 PL 23.00 PF 0.3 DI 230.0 0.0 48.8 0.0 3.1 150 FTG ETCG FE 0.0 UG 230.0 0.0 49.2 0.0 0.002 TL 144.79 PV Pipe: 48 -284.5 7.980 PL 236.00 PF 0.2 UG 230.0 0.0 49.2 0.0 1.8 150 FTG 3ET PE 3.9 UG1 221.0 0.0 53.3 0.0 0.001 TL 370.00 PV Pipe: 49 -284.5 8.385 PL 7.00 PF 0.0 UG1 221.0 0.0 53.3 0.0 1.7 140 FTG L PE -3.0 BF1 228.0 0.0 50.3 0.0 0.001 TL 28.99 PV Pipe: 50 FIXED PRESSURE LOSS DEVICE BF2 228.0 0.0 55.3 0.0 5.0 psi, 284.5 gpm BF1 228.0 0.0 50.3 0.0 Pipe: 51 -284.5 8.385 FL 7.00 PF 0.0 BF2 228.0 0.0 55.3 0.0 1.7 140 FTG L FE 3.0 UG2 221.0 0.0 58.3 0.0 0.001 TL 28.99 PV Pipe: 52 -284.5 7.980 FL 10.00 PF 0.1 UG2 221.0 0.0 58.3 0.0 1.8 150 FTG ETG PE 0.0 UG3 221.0 H.S. 58.4 100.0 0.001 TL 96.00 PV Pipe: 53 -384.5 11.650 FL 1155.50 PF 0.2 UG3 221.0 H.S. 58.4 100.0 1.2 150 FTG 4G FE 1.7 60 217.0 0.0 60.3 0.0 0.000 TL 1187.50 PV Pipe: 54 -384.5 11.650 PL 85.00 PF 0.0 60 217.0 0.0 60.3 0.0 1.2 150 FTG G FE 0.4 29 216.0 0.0 60.8 0.0 0.000 TL 93.00 FV Pipe: 55 -384.5 11.650 FL 300.00 PF 0.1 29 216.0 0.0 60.8 0.0 1.2 150 FTG G FE 4.8 30 205.0 0.0 65.6 0.0 0.000 TL 308.00 PV Pipe: 56 -384.5 11.650 FL 166.00 PF 0.0 30 205.0 0.0 65.6 0.0 1.2 150 FTG TG FE -6.5 SRC 220.0 SRCE 59.1 (N/A) 0.000 TL 255.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/30/2007RLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR LARGEST ROOM-PEND.SDF JOB TITLE: Largest room NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.054 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.9 ft/sec at pipe 19. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEi1 ChkVlv BfyVlv GatViv AlmChk DPV1v NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 6.275 16.52 35.41 10.62 37.77 11.80 3.54 33.05 33.05 35.41 8.385 22.89 44.52 16.53 57.23 15.26 5.09 39.43 39.43 44.52 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEfl ChkVlv BfyVlv GatViv AimChk DPVlv NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatViv TRu 1.101 7.00 5.00 5.00 5.00 6.00 1.00 1.00 1.394 8.00 6.00 6.00 7.00 6.00 1.00 1.00 1.598 9.00 8.00 9.00 9.00 6.00 1.00 1.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 4.00 11.650 36.00 81.00 24.00 87.00 28.00 8.00 4.00 WATER SUPPLY ANALYSIS 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) 70.0 G A U 60.0 G E 50.0 R E S 40.0 S U R 30.0 E p 20.0 S i t,w. -14.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/30/2007RLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR LARGEST ROOM-PEND.SDF JOB TITLE: Largest room WATER SUPPLY CURVE 72+ *\\Q\\\\\ 66+ I \\\\\\\\ * <-63.0 psi @ 1185 gpm I Flow Test Point 60+ x 54+ P 48+ R I B I S I S 42+ U I R I E I 36+ P I S I I 30+ 24+ 18+ 12+ LEGEND I, I X = Required Water Supply I 59.12 psi @ 384.5 gpm 6+ I 0 = Available Water Supply I 66.94 psi @ 384.5 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ WESTERN FIRE PROTECTION, INC. 12232 THATCHER COURT POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR Carlsbad Ranch Resort & Hotel 1201 Cannon Rd. Carlsbad, CA 92008 3rd Floor Typ. Room "FILE NUMBER: C-1983 DATE: APR 30, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 AREA OF APPLICATION: Typical Room COVERAGE PER SPRINKLER: 16x22 NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 55.1 gpm TOTAL WATER REQUIRED (including hose): 255.1 gpm FLOW AND PRESSURE (@ BOR) : 55.1 gpm @ 50.4 psi SPRINKLER K-FACTOR: 8.0/4.2 NAME OF CONTRACTOR: Davis Reed Construction DESIGN/LAYOUT BY: G. Loera AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR TYP ROOM.SDF JOB TITLE: 3RD FLOOR TYP. ROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1185.0 67.2 255.1 59.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 255.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 55.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S14 262.5 K= 8.00 19.1 35.0 S15 262.1 K= 4.20 23.0 20.1 1 264.8 - - - - 23.0 - - - 2 264.8 - - - - 22.5 - - - M1A 264.8 - - - - 34.9 - - - Ml 264.8 - - - - 34.9 - - - 103 264.8 - - - - 35.2 - - - 103A 259.3 - - - - 37.6 - - - 100 233.4 - - - - 48.8 - - - FC-3 264.8 - - - - 35.2 - - - ST-3 259.3 - - - - 37.6 - - - ST-G 233.4 - - - - 48.9 - - - T 233.4 - - - - 48.9 - - - G 230.0 - - - - 50.4 - - - BOR 230.0 - - - - 50.4 - - - DI 230.0 - - - - 50.4 - - - UG 230.0 - - - - 50.4 - - - UG1 221.0 - - - - 54.3 - - - UG2 221.0 - - - - 59.3 - - - UG3 221.0 HOSE STREAM 59.4 100.0 BF1 228.0 - - - - 51.3 - - - BF2 228.0 - - - - 56.3 - - - 60 217.0 - - - - 61.1 - - - 29 216.0 - - - - 61.6 - - - 30 205.0 - - - - 66.3 - - - SRC 220.0 SOURCE 59.8 155.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR TYP ROOM.SDF JOB TITLE: 3RD FLOOR TYP. ROOM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -35.0 1.101 FL 6.42 PP 4.9 S14 262.5 8.0 19.1 35.0 11.8 150 FTG 19.0 PE -1.0 1 264.8 0.0 23.0 0.0 0.191 TL 25.42 PV Pipe: 2 -20.1 1.101 FL 2.75 PF 0.7 S15 262.1 4.2 23.0 20.1 6.8 150 FTG 7.0 PE -1.2 2 264.8 0.0 22.5 0.0 0.069 TL 9.75 PV Pipe: 3 20.1 1.101 PL 1.83 PP 0.5 1 264.8 0.0 23.0 0.0 6.8 150 FTG 5.0 PE 0.0 2 264.8 0.0 22.5 0.0 0.069 TL 6.83 PV Pipe: 4 -55.1 1.101 PL 16.92 PF 11.9 1 264.8 0.0 23.0 0.0 18.6 150 FTG 10.0 FE 0.0 M1A 264.8 0.0 34.9 0.0 0.444 TL 26.92 PV Pipe: 5 -26.8 3.260 PL 20.00 PP 0.0 M1A 264.8 0.0 34.9 0.0 1.0 120 FTG 2.0 PE 0.0 Ml 264.8 0.0 34.9 0.0 0.001 TL 22.00 PV Pipe: 6 -26.8 3.260 PL 183.00 PP 0.2 Ml 264.8 0.0 34.9 0.0 1.0 120 FTG 7E FE 0.0 103 264.8 0.0 35.2 0.0 0.001 TL 248.85 PV Pipe: 9 -26.8 4.260 PL 6.00 PP 0.0 103 264.8 0.0 35.2 0.0 0.6 120 FTG TCB FE 2.4 103A 259.3 0.0 37.6 0.0 0.000 TL 77.00 PV Pipe: 10 -26.8 4.260 PL 25.92 PF 0.0 103A 259.3 0.0 37.6 0.0 0.6 120 FTG E FE 11.2 100 233.4 0.0 48.8 0.0 0.000 TL 38.92 PV Pipe: 11 -26.8 4.260 FL 376.67 PP 0.1 100 233.4 0.0 48.8 0.0 0.6 120 FTG 9ETB FE 0.0 T 233.4 0.0 48.9 0.0 0.000 TL 535.67 PV Pipe: 12 -28.3 3.260 PL 220.00 PF 0.3 M1A 264.8 0.0 34.9 0.0 1.1 120 FTG 8E2T FE 0.0 FC-3 264.8 0.0 35.2 0.0 0.001 TL 335.58 PV Pipe: 13 -28.3 4.260 FL 6.00 PP 0.0 FC-3 264.8 0.0 35.2 0.0 0.6 120 FTG TCB FE 2.4 ST-3 259.3 0.0 37.6 0.0 0.000 TL 77.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR TYP ROOM.SDF JOB TITLE: 3RD FLOOR TYP. ROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -28.3 4.260 FL 25.92 PF 0.0 ST-3 259.3 0.0 37.6 0.0 0.6 120 FTG E FE 11.2 ST-G 233.4 0.0 48.9 0.0 0.000 TL 38.92 PV Pipe: 15 -28.3 4.260 FL 40.00 PP 0.0 ST-G 233.4 0.0 48.9 0.0 0.6 120 FTG 5ETB PE 0.0 T 233.4 0.0 48.9 0.0 0.000 TL 147.00 PV Pipe: 16 -55.1 4.260 PL 8.00 PF 0.0 T 233.4 0.0 48.9 0.0 1.2 120 FTG 2E PE 1.5 G 230.0 0.0 50.4 0.0 0.001 TL 34.00 PV Pipe: 17 -55.1 4.260 PL 6.50 PF 0.0 G 230.0 0.0 50.4 0.0 1.2 120 FTC ---- FE 0.0 BOR 230.0 0.0 50.4 0.0 0.001 TL 6.50 PV Pipe: 18 -55.1 6.275 FL 6.00 PF 0.0 BOR 230.0 0.0 50.4 0.0 0.6 140 FTG ---- FE 0.0 DI 230.0 0.0 50.4 0.0 0.000 TL 6.00 PV Pipe: 19 -55.1 6.090 PL 23.00 PF 0.0 DI 230.0 0.0 50.4 0.0 0.6 150 FTC ETCG FE 0.0 UG 230.0 0.0 50.4 0.0 0.000 TL 144.79 PV Pipe: 20 -55.1 7.980 PL 236.00 PF 0.0 UG 230.0 0.0 50.4 0.0 0.4 150 FTG 3ET FE 3.9 UG1 221.0 0.0 54.3 0.0 0.000 TL 370.00 PV Pipe: 21 -55.1 8.385 PL 7.00 PF 0.0 UG1 221.0 0.0 54.3 0.0 0.3 140 FTC L PE -3.0 BF1 228.0 0.0 51.3 0.0 0.000 TL 28.99 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE BF2 228.0 0.0 56.3 0.0 5.0 psi, 55.1 gpm BF1 228.0 0.0 51.3 0.0 Pipe: 23 -55.1 8.385 FL 7.00 PF 0.0 BF2 228.0 0.0 56.3 0.0 0.3 140 FTG L PE 3.0 UG2 221.0 0.0 59.3 0.0 0.000 TL 28.99 PV Pipe: 24 -55.1 7.980 PL 10.00 PF 0.0 UG2 221.0 0.0 59.3 0.0 0.4 150 FTG ETC FE 0.0 UG3 221.0 H.S. 59.4 100.0 0.000 TL 96.00 PV Pipe: 25 -155.1 11.650 PL 1155.50 PP 0.0 UG3 221.0 H.S. 59.4 100.0 0.5 150 FTG 4G FE 1.7 60 217.0 0.0 61.1 0.0 0.000 TL 1187.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR TYP ROOM.SDF JOB TITLE: 3RD FLOOR TYP. ROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -155.1 11.650 PL 85.00 PF 0.0 60 217.0 0.0 61.1 0.0 0.5 150 FTG G PE 0.4 29 216.0 0.0 61.6 0.0 0.000 TL 93.00 PV Pipe: 27 -155.1 11.650 PL 300.00 PF 0.0 29 216.0 0.0 61.6 0.0 0.5 150 FTG G PE 4.8 30 205.0 0.0 66.3 0.0 0.000 TL 308.00 PV Pipe: 28 -155.1 11.650 PL 166.00 PF 0.0 30 205.0 0.0 66.3 0.0 0.5 150 FTG TG PE -6.5 SRC 220.0 SRCE 59.8 (N/A) 0.000 TL 255.00 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.152 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.6 ft/sec at pipe 4. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 6.275 16.52 35.41 10.62 37.77 11.80 3.54 33.05 33.05 35.41 8.385 22.89 44.52 16.53 57.23 15.26 5.09 39.43 39.43 44.52 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR TYP ROOM.SDF JOB TITLE: 3RD FLOOR TYP. ROOM PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkViv BfyViv GatViv AlmChk DPViv NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEli ChkViv BfyVlv GatViv TRu 1.101 7.00 5.00 5.00 5.00 6.00 1.00 1.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 4.00 11.650 36.00 81.00 24.00 87.00 28.00 8.00 4.00 0 0 0 0 (N 0 0 0 0 0 w 0 0 0 - 0 04 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR TYP ROOM.SDF JOB TITLE: 3RD FLOOR TYP. ROOM 0 0 0 I (N 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 U) N klo tfl C') (N 1X)U)U)0Cr) QU) -H---- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\3RD FLOOR TYP ROOM.SDF JOB TITLE: 3RD FLOOR TYP. ROOM WATER SUPPLY CURVE 72+ *Q\\\\\\\ 66+ \\\\\\\\ I \\\\\\\\ * <-63.0 psi @ 1185 gpm I Flow Test Point 60+x 54+ P 48+ R I E I S I S 42+ U I R I E I 36+ P S I I 30+ 24+ 18+ 12+ LEGEND I, I X = Required Water Supply I 59.84 psi @ 255.1 gpm 6+ 0 = Available Water Supply I 67.24 psi @ 255.1 gpm --------+ ------+ --------+ --------+ ---------+ -----------+ WESTERN FIRE PROTECTION, INC. 12232 THATCHER COURT POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR Carlsbad Ranch Resort & Hotel 1201 Cannon Rd. Carlsbad, CA 92008 2nd Floor Largest Room "FILE NUMBER: C-1983 DATE: APR 30, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 AREA OF APPLICATION: Largest Room COVERAGE PER SPRINKLER: 16x22 NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 221.1 gpm TOTAL WATER REQUIRED (including hose): 321.1 gpm FLOW AND PRESSURE (@ BOR) : 221.0 gpm @ 47.0 psi SPRINKLER K-FACTOR: 8.0/4.2 NAME OF CONTRACTOR: Davis Reed Construction DESIGN/LAYOUT BY: G. Loera AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/30/200783 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR LARGEST ROOM.SDF JOB TITLE: Largest room WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1185.0 67.1 321.1 55.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 321.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 221.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Si 252.3 K= 4.20 18.1 17.9 S2 252.8 K= 4.20 18.2 17.9 S3 252.8 K= 4.20 19.0 18.3 S4 252.3 K= 4.20 19.4 18.5 S5 251.6 K= 4.20 20.1 18.8 S6 251.6 K= 4.20 24.7 20.9 S7 252.8 K= 8.00 19.1 35.0 S8 251.6 K= 4.20 20.2 18.9 S9 252.8 K= 8.00 19.4 35.2 S1O 251.6 K= 4.20 22.0 19.7 B 252.8 - - - - 25.4 - - - 1 252.8 - - - - 18.3 - - - 2 252.8 - - - - 18.5 - - - 3 252.8 - - - - 19.3 - - - 4 252.8 - - - - 19.5 - - - 5 252.8 - - - - 20.6 - - - 6 252.8 - - - - 24.8 - - - 7 252.8 - - - - 20.4 - - - 8 252.8 - - - - 20.2 - - - 9 252.8 - - - - 22.5 - - - Mi 253.3 - - - - 25.5 - - - M2 253.3 - - - - 25.5 - - - M3 253.3 - - - - 25.5 - - - M4 253.3 - - - - 25.9 - - - 102 253.3 - - - - 33.7 - - - 102A 248.3 - - - - 36.3 - - - 100 233.4 - - - - 42.8 - - - FC-2 253.3 - - - - 35.8 - - - ST-2 248.3 - - - - 38.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/30/200783 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR LARGEST ROOM.SDF JOB TITLE: Largest room NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) ST-G 233.4 - - - - 44.7 - - - T 233.4 - - - - 45.1 - - - G 230.0 - - - - 47.0 - - - BOR 230.0 - - - - 47.0 - - - DI 230.0 - - - - 47.1 - - - UG 230.0 - - - - 47.3 - - - UG1 221.0 - - - - 51.3 - - - UG2 221.0 - - - - 54.3 - - - UG3 221.0 HOSE STREAM 54.3 100.0 BF1 228.0 - - - - 48.3 - - - BF2 228.0 - - - - 51.3 - - - 60 217.0 - - - - 56.2 - - - 29 216.0 - - - - 56.7 - - - 30 205.0 - - - - 61.5 - - - SRC 220.0 SOURCE 55.0 321.1 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/30/200783 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR LARGEST ROOM.SDF JOB TITLE: Largest room PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -17.9 1.101 PL 0.50 PF 0.4 51 252.3 4.2 18.1 17.9 6.0 150 FTG 7.0 PE -0.2 1 252.8 0.0 18.3 0.0 0.055 TL 7.50 PV Pipe: 2 -17.9 1.101 PL 0.67 PF 0.3 S2 252.8 4.2 18.2 17.9 6.0 150 FTG 5.0 PE 0.0 2 252.8 0.0 18.5 0.0 0.055 TL 5.67 PV Pipe: 3 -18.3 1.101 PL 0.67 PF 0.3 S3 252.8 4.2 19.0 18.3 6.2 150 FTG 5.0 PE 0.0 3 252.8 0.0 19.3 0.0 0.058 TL 5.67 PV Pipe: 4 -18.5 1.101 PL 0.50 PF 0.3 S4 252.3 4.2 19.4 18.5 6.2 150 FTG 5.0 PE -0.2 4 252.8 0.0 19.5 0.0 0.059 TL 5.50 PV Pipe: 5 -18.8 1.101 PL 4.63 PF 1.0 S5 251.6 4.2 20.1 18.8 6.3 150 FTG 12.0 PE -0.5 5 252.8 0.0 20.6 0.0 0.061 TL 16.63 PV Pipe: 6 -20.9 1.101 PL 1.25 PF 0.6 S6 251.6 4.2 24.7 20.9 7.0 150 FTG 7.0 PE -0.5 6 252.8 0.0 24.8 0.0 0.074 TL 8.25 PV Pipe: 7 -35.0 1.101 PL 1.50 PF 1.2 S7 252.8 8.0 19.1 35.0 11.8 150 FTG 5.0 PE 0.0 7 252.8 0.0 20.4 0.0 0.191 TL 6.50 PV Pipe: 8 -18.9 1.101 PL 1.25 PF 0.5 S8 251.6 4.2 20.2 18.9 6.4 150 FTG 7.0 PE -0.5 8 252.8 0.0 20.2 0.0 0.061 TL 8.25 PV Pipe: 9 -35.2 1.101 PL 3.75 PF 3.1 S9 252.8 8.0 19.4 35.2 11.9 150 FTG 12.0 PE 0.0 9 252.8 0.0 22.5 0.0 0.194 TL 15.75 PV Pipe: 10 -19.7 1.101 FL 2.92 PF 1.0 S1O 251.6 4.2 22.0 19.7 6.6 150 FTG 12.0 PE -0.5 9 252.8 0.0 22.5 0.0 0.066 TL 14.92 PV Pipe: 11 -17.9 1.101 PL 1.50 PF 0.1 1 252.8 0.0 18.3 0.0 6.0 150 FTG 1.0 FE 0.0 2 252.8 0.0 18.5 0.0 0.055 TL 2.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/30/200783 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR LARGEST ROOM.SDF JOB TITLE: Largest room PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -35.8 1.394 PL 12.00 PP 0.8 2 252.8 0.0 18.5 0.0 7.5 150 FTG 1.0 PE 0.0 3 252.8 0.0 19.3 0.0 0.063 TL 13.00 PV Pipe: 13 -54.1 1.394 PL 0.50 PP 0.2 3 252.8 0.0 19.3 0.0 11.4 150 FTG 1.0 PE 0.0 4 252.8 0.0 19.5 0.0 0.136 TL 1.50 PV Pipe: 14 -72.6 1.598 PL 8.08 PP 1.1 4 252.8 0.0 19.5 0.0 11.6 150 FTC 1.0 PE 0.0 5 252.8 0.0 20.6 0.0 0.120 TL 9.08 PV Pipe: 15 -91.4 1.598 PL 10.00 PP 5.2 5 252.8 0.0 20.6 0.0 14.6 150 FTG 18.0 PE -0.2 Ml 253.3 0.0 25.5 0.0 0.184 TL 28.00 PV Pipe: 16 -20.9 1.101 PL 6.67 PF 0.6 6 252.8 0.0 24.8 0.0 7.0 150 FTG 1.0 PE 0.0 B 252.8 0.0 25.4 0.0 0.074 TL 7.67 PV Pipe: 17 -20.9 1.394 PL 2.42 PP 0.4 B 252.8 0.0 25.4 0.0 4.4 150 FTG 14.0 PE -0.2 M2 253.3 0.0 25.5 0.0 0.023 TL 16.42 PV Pipe: 18 -18.9 1.101 PL 1.67 PP 0.2 8 252.8 0.0 20.2 0.0 6.4 150 FTG 1.0 PE 0.0 7 252.8 0.0 20.4 0.0 0.061 TL 2.67 PV Pipe: 19 -53.9 1.394 PL 18.00 PP 5.4 7 252.8 0.0 20.4 0.0 11.3 150 FTG 22.0 PE -0.2 M3 253.3 0.0 25.5 0.0 0.135 TL 40.00 PV Pipe: 20 -54.9 1.394 PL 12.00 PP 3.6 9 252.8 0.0 22.5 0.0 11.5 150 FTC 14.0 PE -0.2 M4 253.3 0.0 25.9 0.0 0.140 TL 26.00 PV Pipe: 21 5.2 2.423 PL 25.75 PP 0.0 Ml 253.3 0.0 25.5 0.0 0.4 150 FTG 11.0 PE 0.0 M2 253.3 0.0 25.5 0.0 0.000 TL 36.75 PV Pipe: 22 -15.6 2.423 PL 8.75 PF 0.0 M2 253.3 0.0 25.5 0.0 1.1 150 FTG 2.0 PE 0.0 M3 253.3 0.0 25.5 0.0 0.001 TL 10.75 PV Pipe: 23 -69.5 2.423 PL 18.08 PF 0.3 M3 253.3 0.0 25.5 0.0 4.8 150 FTG 4.0 PE 0.0 M4 253.3 0.0 25.9 0.0 0.015 TL 22.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/30/200783 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR LARGEST ROOM.SDF JOB TITLE: Largest room PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -124.4 2.423 FL 115.33 PF 7.9 M4 253.3 0.0 25.9 0.0 8.7 150 FTG 68.0 PE 0.0 102 253.3 0.0 33.7 0.0 0.043 TL 183.33 PV Pipe: 25 -124.4 4.260 PL 5.10 PF 0.4 102 253.3 0.0 33.7 0.0 2.8 120 FTG ETCB PE 2.2 102A 248.3 0.0 36.3 0.0 0.004 TL 89.10 PV Pipe: 26 -124.4 4.260 PL 14.90 PF 0.1 102A 248.3 0.0 36.3 0.0 2.8 120 FTG E FE 6.4 100 233.4 0.0 42.8 0.0 0.004 TL 27.90 PV Pipe: 27 -124.4 4.260 PL 376.67 PP 2.2 100 233.4 0.0 42.8 0.0 2.8 120 FTG 9ETB PE 0.0 T 233.4 0.0 45.1 0.0 0.004 TL 535.67 PV Pipe: 28 -96.7 2.423 PL 236.00 PF 10.2 Ml 253.3 0.0 25.5 0.0 6.7 150 FTG 144.0 FE 0.0 FC-2 253.3 0.0 35.8 0.0 0.027 TL 380.00 PV Pipe: 29 -96.7 4.260 FL 5.10 PF 0.2 FC-2 253.3 0.0 35.8 0.0 2.2 120 FTG ETCB PE 2.2 ST-2 248.3 0.0 38.2 0.0 0.003 TL 89.10 PV Pipe: 30 -96.7 4.260 FL 14.90 PF 0.1 ST-2 248.3 0.0 38.2 0.0 2.2 120 FTG E PE 6.4 ST-G 233.4 0.0 44.7 0.0 0.003 TL 27.90 PV Pipe: 31 -96.7 4.260 PL 40.00 PF 0.4 ST-G 233.4 0.0 44.7 0.0 2.2 120 FTG SETB PE 0.0 T 233.4 0.0 45.1 0.0 0.003 TL 147.00 PV Pipe: 32 -221.1 4.260 FL 8.00 PP 0.4 T 233.4 0.0 45.1 0.0 5.0 120 FTG 2E PE 1.5 G 230.0 0.0 47.0 0.0 0.012 TL 34.00 PV Pipe: 33 -221.1 4.260 PL 6:50 PP 0.1 G 230.0 0.0 47.0 0.0 5.0 120 FTG ---- PE 0.0 BOR 230.0 0.0 47.0 0.0 0.012 TL 6.50 PV Pipe: 34 -221.1 6.065 FL 6.00 PF 0.0 BOR 230.0 0.0 47.0 0.0 2.5 140 FTG ---- FE 0.0 DI 230.0 0.0 47.1 0.0 0.002 TL 6.00 PV Pipe: 35 -221.1 6.065 FL 23.00 PF 0.2 DI 230.0 0.0 47.1 0.0 2.5 150 FTG ETCG FE 0.0 UG 230.0 0.0 47.3 0.0 0.001 TL 142.37 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/30/200783 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR LARGEST ROOM.SDF JOB TITLE: Largest room PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 -221.1 7.980 PL 236.00 PF 0.1 UG 230.0 0.0 47.3 0.0 1.4 150 FTG 3ET PE 3.9 UG1 221.0 0.0 51.3 0.0 0.000 TL 370.00 PV Pipe: 37 -221.1 8.385 PL 7.00 PP 0.0 UG1 221.0 0.0 51.3 0.0 1.3 140 FTG L PE -3.0 BF1 228.0 0.0 48.3 0.0 0.000 TL 28.99 PV Pipe: 38 FIXED PRESSURE LOSS DEVICE BF2 228.0 0.0 51.3 0.0 3.0 psi, 221.1 gpm BF1 228.0 0.0 48.3 0.0 Pipe: 39 -221.1 8.385 PL 7.00 PP 0.0 BF2 228.0 0.0 51.3 0.0 1.3 140 FTG L PE 3.0 UG2 221.0 0.0 54.3 0.0 0.000 TL 28.99 PV Pipe: 40 -221.1 7.980 PL 10.00 PF 0.0 UG2 221.0 0.0 54.3 0.0 1.4 150 FTG ETG PE 0.0 TJG3 221.0 H.S. 54.3 100.0 0.000 TL 96.00 PV Pipe: 41 -321.1 11.650 PL 1155.50 PP 0.1 UG3 221.0 H.S. 54.3 100.0 1.0 150 FTG 4G PE 1.7 60 217.0 0.0 56.2 0.0 0.000 TL 1187.50 PV Pipe: 42 -321.1 11.650 PL 85.00 PP 0.0 60 217.0 0.0 56.2 0.0 1.0 150 FTG G PE 0.4 29 216.0 0.0 56.7 0.0 0.000 TL 93.00 PV Pipe: 43 -321.1 11.650 PL 300.00 PF 0.0 29 216.0 0.0 56.7 0.0 1.0 150 FTG G PE 4.8 30 205.0 0.0 61.5 0.0 0.000 TL 308.00 PV Pipe: 44 -321.1 11.650 PL 166.00 PF 0.0 30 205.0 0.0 61.5 0.0 1.0 150 FTG TG PE -6.5 SRC 220.0 SRCE 55.0 (N/A) 0.000 TL 255.00 PV NOTES: (1) Calculations were performed by the HASS 7.8 computer program under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/30/200783 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR LARGEST ROOM.SDF JOB TITLE: Largest room The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.052 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.6 ft/sec at pipe 15. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 8.385 22.89 44.52 16.53 57.23 15.26 5.09 39.43 39.43 44.52 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G A D N Eli -------------------------------------------------------- Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee FD 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 0.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv TRu 1.101 7.00 5.00 5.00 5.00 6.00 1.00 1.00 1.394 8.00 6.00 6.00 7.00 6.00 1.00 1.00 1.598 9.00 8.00 9.00 9.00 6.00 1.00 1.00 2.423 12.00 12.00 12.00 14.00 7.00 1.00 2.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 4.00 11.650 36.00 81.00 24.00 87.00 28.00 8.00 4.00 WATER SUPPLY ANALYSIS 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) [:IIWI] 70.0 G A U 60.0 G E 50.0 R E S 40.0 S U R 30.0 E p 20.0 S i 10.0 -14.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/30/200783 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR LARGEST ROOM.SDF JOB TITLE: Largest room WATER SUPPLY CURVE 72+ *\0\\\\\\ 66+ \\\\\\\\ \\\\\\\\ I * <-63.0 psi @ 1185 gpm I Flow Test Point 60+ Ix 54+ P 48+ R E I S S 42+ U I R I E I 36+ P I S I I 30+ 24+ 18+ 12+ LEGEND Pt X = Required Water Supply I 55.00 psi @ 321.1 gpm 6+ I 0 = Available Water Supply 67.10 psi @ 321.1 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ WESTERN FIRE PROTECTION, INC. 12232 THATCHER COURT POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR Carlsbad Ranch Resort & Hotel 201 Cannon Rd. Carlsbad, CA 92008 2nd Floor Typical Room 3 Head Caic. 1st Floor typical AFILE NUMBER: C-1983 DATE: APR 30, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard .10 AREA OF APPLICATION: Typical Room COVERAGE PER SPRINKLER: 16x22 NUMBER OF SPRINKLERS CALCULATED: 3 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 55.9 gpm TOTAL WATER REQUIRED (including hose): 155.9 gpm FLOW AND PRESSURE (@ BOR): 55.9 gpm @ 46.4 psi SPRINKLER K-FACTOR: 4.2 NAME OF CONTRACTOR: Davis Reed Construction DESIGN/LAYOUT BY: G. Loera AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/30/2007CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP 3 HEAD ROOM.SDF JOB TITLE: 2ND FLOOR 3 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1185.0 67.4 155.9 55.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 155.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 55.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S21 252.8 K= 4.20 19.0 18.3 S22 252.8 K= 4.20 18.8 18.2 S23 251.6 K= 4.20 21.2 19.3 21 252.8 - - - - 21.9 - - - 22 252.8 - - - - 19.5 - - - 23 252.8 - - - - 21.7 - - - M1B 253.3 - - - - 35.3 - - - 102 253.3 - - - - 36.2 - - - 102A 248.3 - - - - 38.4 - - - 100 233.4 - - - - 44.8 - - - FC-2 253.3 - - - - 36.2 - - - ST-2 248.3 - - - - 38.4 - - - ST-G 233.4 - - - - 44.9 - - - T 233.4 - - - - 44.9 - - - G 230.0 - - - - 46.4 - - - BOR 230.0 - - - - 46.4 - - - DI 230.0 - - - - 46.4 - - - UG 230.0 - - - - 46.5 - - - UG1 221.0 - - - - 50.4 - - - UG2 221.0 - - - - 54.9 - - - UG3 221.0 HOSE STREAM 54.9 100.0 BF1 228.0 - - - - 47.3 - - - BF2 228.0 - - - - 51.8 - - - 60 217.0 - - - - 56.6 - - - 29 216.0 - - - - 57.1 - - - 30 205.0 - - - - 61.9 - - - SRC 220.0 SOURCE 55.4 155.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/30/2007CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP 3 HEAD ROOM.SDF JOB TITLE: 2ND FLOOR 3 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -18.3 1.101 FL 8.00 PF 0.5 S21 252.8 4.2 19.0 18.3 6.2 150 FTG ---- PE 0.0 22 252.8 0.0 19.5 0.0 0.058 TL 8.00 FV Pipe: 2 -18.2 1.101 PL 7.92 PF 0.7 S22 252.8 4.2 18.8 18.2 6.1 150 FTG 5.0 PE 0.0 22 252.8 0.0 19.5 0.0 0.057 TL 12.92 PV Pipe: 3 -19.3 1.101 PL 2.33 PF 1.0 S23 251.6 4.2 21.2 19.3 6.5 150 FTG 14.0 PE -0.5 23 252.8 0.0 21.7 0.0 0.064 TL 16.33 PV Pipe: 4 36.5 1.101 PL 3.75 PF 2.4 21 252.8 0.0 21.9 0.0 12.3 150 FTG 8.0 FE 0.0 22 252.8 0.0 19.5 0.0 0.207 TL 11.75 PV Pipe: 4A -19.3 1.101 PL 3.33 PF 0.2 23 252.8 0.0 21.7 0.0 6.5 150 FTG ---- FE 0.0 21 252.8 0.0 21.9 0.0 0.064 TL 3.33 PV Pipe: 5 -55.9 1.101 FL 10.92 PF 13.6 21 252.8 0.0 21.9 0.0 18.8 150 FTG 19.0 PE -0.2 M1B 253.3 0.0 35.3 0.0 0.455 TL 29.92 PV Pipe: 6 -25.3 2.423 FL 259.33 PF 0.8 M1B 253.3 0.0 35.3 0.0 1.8 150 FTC 107.0 PE 0.0 102 253.3 0.0 36.2 0.0 0.002 TL 366.33 PV Pipe: 7 -25.3 4.260 FL 5.10 PF 0.0 102 253.3 0.0 36.2 0.0 0.6 120 FTG ETCB FE 2.2 102A 248.3 0.0 38.4 0.0 0.000 TL 89.10 PV Pipe: 8 -25.3 4.260 FL 14.90 PF 0.0 102A 248.3 0.0 38.4 0.0 0.6 120 FTG E FE 6.4 100 233.4 0.0 44.8 0.0 0.000 TL 27.90 PV Pipe: 9 -25.3 4.260 PL 376.67 PF 0.1 100 233.4 0.0 44.8 0.0 0.6 120 FTG 9ETB PE 0.0 T 233.4 0.0 44.9 0.0 0.000 TL 535.67 PV Pipe: 10 -30.6 2.423 FL 147.83 PF 0.9 M1B 253.3 0.0 35.3 0.0 2.1 150 FTG 128.0 PE 0.0 FC-2 253.3 0.0 36.2 0.0 0.003 TL 275.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/30/2007CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP 3 HEAD ROOM.SDF JOB TITLE: 2ND FLOOR 3 HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 11 -30.6 4.260 FL 5.10 PF 0.0 FC-2 253.3 0.0 36.2 0.0 0.7 120 FTG ETCB PE 2.2 ST-2 248.3 0.0 38.4 0.0 0.000 TL 89.10 PV Pipe: 12 -30.6 4.260 PL 14.90 PF 0.0 ST-2 248.3 0.0 38.4 0.0 0.7 120 FTG E FE 6.4 ST-G 233.4 0.0 44.9 0.0 0.000 TL 27.90 PV Pipe: 13 -30.6 4.260 PL 40.00 PF 0.0 ST-G 233.4 0.0 44.9 0.0 0.7 120 FTG 5ETB FE 0.0 T 233.4 0.0 44.9 0.0 0.000 TL 147.00 PV Pipe: 14 -55.9 4.260 PL 8.00 PF 0.0 T 233.4 0.0 44.9 0.0 1.3 120 FTG 2E PE 1.5 G 230.0 0.0 46.4 0.0 0.001 TL 34.00 PV Pipe: 15 -55.9 4.260 FL 6.50 PF 0.0 G 230.0 0.0 46.4 0.0 1.3 120 FTG ---- FE 0.0 BOR 230.0 0.0 46.4 0.0 0.001 TL 6.50 PV Pipe: 16 -55.9 6.275 FL 6.00 PF 0.0 BOR 230.0 0.0 46.4 0.0 0.6 140 FTG ---- FE 0.0 DI 230.0 0.0 46.4 0.0 0.000 TL 6.00 PV Pipe: 17 -55.9 6.090 FL 23.00 PF 0.0 DI 230.0 0.0 46.4 0.0 0.6 150 FTG ETCG PE 0.0 UG 230.0 0.0 46.5 0.0 0.000 TL 144.79 PV Pipe: 18 -55.9 7.980 FL 236.00 PF 0.0 UG 230.0 0.0 46.5 0.0 0.4 150 FTG 3ET FE 3.9 UG1 221.0 0.0 50.4 0.0 0.000 TL 370.00 PV Pipe: 19 -55.9 8.385 FL 7.00 PF 0.0 UG1 221.0 0.0 50.4 0.0 0.3 140 FTG L FE -3.0 BF1 228.0 0.0 47.3 0.0 0.000 TL 28.99 PV Pipe: 20 FIXED PRESSURE LOSS DEVICE BF2 228.0 0.0 51.8 0.0 4.5 psi, 55.9 gpm BF1 228.0 0.0 47.3 0.0 Pipe: 21 -55.9 8.385 PL 7.00 PF 0.0 BF2 228.0 0.0 51.8 0.0 0.3 140 FTG L PE 3.0 UG2 221.0 0.0 54.9 0.0 0.000 TL 28.99 PV Pipe: 22 -55.9 7.980 FL 10.00 PF 0.0 UG2 221.0 0.0 54.9 0.0 0.4 150 FTG ETG FE 0.0 UG3 221.0 H.S. 54.9 100.0 0.000 TL 96.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/30/2007CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP 3 HEAD ROOM.SDF JOB TITLE: 2ND FLOOR 3 HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 23 -155.9 11.650 PL 1155.50 PF 0.0 UG3 221.0 H.S. 54.9 100.0 0.5 150 FTG 4G PE 1.7 60 217.0 0.0 56.6 0.0 0.000 TL 1187.50 PV Pipe: 24 -155.9 11.650 PL 85.00 PF 0.0 60 217.0 0.0 56.6 0.0 0.5 150 FTG G PE 0.4 29 216.0 0.0 57.1 0.0 0.000 TL 93.00 PV Pipe: 25 -155.9 11.650 PL 300.00 PF 0.0 29 216.0 0.0 57.1 0.0 0.5 150 FTG G PE 4.8 30 205.0 0.0 61.9 0.0 0.000 TL 308.00 PV Pipe: 26 -155.9 11.650 PL 166.00 PF 0.0 30 205.0 0.0 61.9 0.0 0.5 150 FTG TG PE -6.5 SRC 220.0 SRCE 55.4 (N/A) 0.000 TL 255.00 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.084 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.8 ft/sec at pipe 5. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/30/2007CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP 3 HEAD ROOM.SDF JOB TITLE: 2ND FLOOR 3 HEAD CALC PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEi1 ChkVlv BfyViv GatViv AimChk DPVlv NPTee 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 6.275 16.52 35.41 10.62 37.77 11.80 3.54 33.05 33.05 35.41 8.385 22.89 44.52 16.53 57.23 15.26 5.09 39.43 39.43 44.52 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli ChkVlv BfyVlv GatViv AimChk DPViv NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEii ChkVlv BfyViv GatVlv TRu 1.101 7.00 5.00 5.00 5.00 6.00 1.00 1.00 2.423 12.00 12.00 12.00 14.00 7.00 1.00 2.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 4.00 11.650 36.00 81.00 24.00 87.00 28.00 8.00 4.00 WATER SUPPLY ANALYSIS 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) 11W1] 70.0 1 G A U 60.0 G 2 E 50.0 R E S 40.0 S U R 30.0 E p 20.0 S i 10.0 Me -14.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/30/2007CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP 3 HEAD ROOM.SDF JOB TITLE: 2ND FLOOR 3 HEAD CALC WATER SUPPLY CURVE 72+ *0\\\\\\\ 66+ \\\\\\\\ I \\\\\\\\ I * <-63.0 psi @ 1185 gpm Flow Test Point 60+ Ix 54+ P 48+ R I E I S I S 42+ U I R I E I 36+ P S I 30+ 24+ 18+ 12+ LEGEND 'V I X = Required Water Supply if I 55.36 psi @ 155.9 gpm If 6+ it I 0 = Available Water Supply FT I 67.39 psi @ 155.9 gpm ff 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ WESTERN FIRE PROTECTION, INC. 12232 THATCHER COURT POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR Carlsbad Ranch Resort & Hotel 201 Cannon Rd. Carlsbad, CA 92008 2nd Floor Typical Room 2 Head Calc. 1st Floor typical AFILE NUMBER: C-1983 DATE: APR 30, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 AREA OF APPLICATION: Typical Room COVERAGE PER SPRINKLER: 16x22 NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 54.5 gpm TOTAL WATER REQUIRED (including hose) : 154.5 gpm FLOW AND PRESSURE (@ BOR): 54.5 gpm @ 44.5 psi SPRINKLER K-FACTOR: 8.0/4.2 NAME OF CONTRACTOR: Davis Reed Construction DESIGN/LAYOUT BY: G. Loera AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP ROOM.SDF JOB TITLE: 2ND FLOOR TYP. ROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1185.0 67.4 154.5 53.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 154.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 54.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Sli 252.8 K= 8.00 19.1 35.0 S12 251.6 K= 4.20 21.6 19.5 1 252.8 - - - - 22.1 - - - 2 252.8 - - - - 21.7 - - - 3 252.8 - - - - 27.2 - - - M1A 253.3 - - - - 33.4 - - - Ml 253.3 - - - - 33.5 - - - M2 253.3 - - - - 33.6 - - - M3 253.3 - - - - 33.6 - - - M4 253.3 - - - - 33.7 - - - 102 253.3 - - - - 34.2 - - - 102A 248.3 - - - - 36.4 - - - 100 233.4 - - - - 42.8 - - - FC-2 253.3 - - - - 34.3 - - - ST-2 248.3 - - - - 36.5 - - - ST-G 233.4 - - - - 42.9 - - - T 233.4 - - - - 43.0 - - - G 230.0 - - - 44.5 - - - BOR 230.0 - - - - 44.5 - - - DI 230.0 - - - - 44.5 - - - UG 230.0 - - - - 44.5 - - - UG1 221.0 - - - - 48.4 - - - UG2 221.0 - - - - 52.9 - - - UG3 221.0 HOSE STREAM 52.9 100.0 BF1 228.0 - - - - 45.4 - - - BF2 228.0 - - - - 49.9 - - - 60 217.0 - - - - 54.7 - - - 29 216.0 - - - - 55.1 - - - 30 205.0 - - - - 59.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP ROOM.SDF JOB TITLE: 2ND FLOOR TYP. ROOM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 220.0 SOURCE 53.4 154.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP ROOM.SDF JOB TITLE: 2ND FLOOR TYP. ROOM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -35.0 1.101 PL 3.67 PF 3.0 Sli 252.8 8.0 19.1 35.0 11.8 150 FTG 12.0 PE 0.0 1 252.8 0.0 22.1 0.0 0.191 TL 15.67 PV Pipe: 2 -19.5 1.101 PL 1.30 PF 0.5 S12 251.6 4.2 21.6 19.5 6.6 150 FTG 7.0 PE -0.5 2 252.8 0.0 21.7 0.0 0.065 TL 8.30 PV Pipe: 3 19.5 1.101 PL 1.67 PF 0.4 1 252.8 0.0 22.1 0.0 6.6 150 FTG 5.0 PE 0.0 2 252.8 0.0 21.7 0.0 0.065 TL 6.67 PV Pipe: 4 -54.5 1.101 PL 10.67 PF 5.1 1 252.8 0.0 22.1 0.0 18.4 150 FTG 1.0 PE 0.0 3 252.8 0.0 27.2 0.0 0.435 TL 11.67 PV Pipe: 5 -54.5 1.101 PL 2.92 PF 6.5 3 252.8 0.0 27.2 0.0 18.4 150 FTC 12.0 PE -0.2 M1A 253.3 0.0 33.4 0.0 0.435 TL 14.92 PV Pipe: 6 -28.0 2.423 PL 22.17 PF 0.1 M1A 253.3 0.0 33.4 0.0 1.9 150 FTC 4.0 PE 0.0 Ml 253.3 0.0 33.5 0.0 0.003 TL 26.17 PV Pipe: 7 -28.0 2.423 PL 25.75 PF 0.1 Ml 253.3 0.0 33.5 0.0 1.9 150 FTC 11.0 PE 0.0 M2 253.3 0.0 33.6 0.0 0.003 TL 36.75 Pv Pipe: 8 -28.0 2.423 PL 8.75 PF 0.0 M2 253.3 0.0 33.6 0.0 1.9 150 FTC 2.0 PE 0.0 M3 253.3 0.0 33.6 0.0 0.003 TL 10.75 PV Pipe: 9 -28.0 2.423 PL 18.08 PF 0.1 M3 253.3 0.0 33.6 0.0 1.9 150 FTC 4.0 PE 0.0 M4 253.3 0.0 33.7 0.0 0.003 TL 22.08 PV Pipe: 10 -28.0 2.423 EL 115.33 PF 0.5 M4 253.3 0.0 33.7 0.0 1.9 150 FTC 68.0 PE 0.0 102 253.3 0.0 34.2 0.0 0.003 TL 183.33 PV Pipe: 11 -28.0 4.260 EL 5.10 PF 0.0 102 253.3 0.0 34.2 0.0 0.6 120 FTC ETCB PE 2.2 102A 248.3 0.0 36.4 0.0 0.000 TL 89.10 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP ROOM.SDF JOB TITLE: 2ND FLOOR TYP. ROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -28.0 4.260 PL 14.90 PF 0.0 102A 248.3 0.0 36.4 0.0 0.6 120 FTG E PE 6.4 100 233.4 0.0 42.8 0.0 0.000 TL 27.90 PV Pipe: 13 -28.0 4.260 PL 376.67 PF 0.1 100 233.4 0.0 42.8 0.0 0.6 120 FTG 9ETB PE 0.0 T 233.4 0.0 43.0 0.0 0.000 TL 535.67 PV Pipe: 14 -26.5 2.423 FL 213.83 PF 0.9 M1A 253.3 0.0 33.4 0.0 1.8 150 FTG 140.0 PE 0.0 FC-2 253.3 0.0 34.3 0.0 0.002 TL 353.83 PV Pipe: 15 -26.5 4.260 PL 5.10 PF 0.0 FC-2 253.3 0.0 34.3 0.0 0.6 120 FTG ETCB PE 2.2 ST-2 248.3 0.0 36.5 0.0 0.000 TL 89.10 PV Pipe: 16 -26.5 4.260 PL 14.90 PF 0.0 ST-2 248.3 0.0 36.5 0.0 0.6 120 FTG B PE 6.4 ST-G 233.4 0.0 42.9 0.0 0.000 TL 27.90 PV Pipe: 17 -26.5 4.260 PL 40.00 PF 0.0 ST-G 233.4 0.0 42.9 0.0 0.6 120 FTG SETB FE 0.0 T 233.4 0.0 43.0 0.0 0.000 TL 147.00 PV Pipe: 18 -54.5 4.260 FL 8.00 PF 0.0 T 233.4 0.0 43.0 0.0 1.2 120 FTG 2E PE 1.5 G 230.0 0.0 44.5 0.0 0.001 TL 34.00 PV Pipe: 19 -54.5 4.260 PL 6.50 PF 0.0 G 230.0 0.0 44.5 0.0 1.2 120 FTG ---- PE 0.0 BOR 230.0 0.0 44.5 0.0 0.001 TL 6.50 PV Pipe: 20 -54.5 6.275 PL 6.00 PF 0.0 BOR 230.0 0.0 44.5 0.0 0.6 140 FTG ---- FE 0.0 DI 230.0 0.0 44.5 0.0 0.000 TL 6.00 PV Pipe: 21 -54.5 6.090 FL 23.00 PF 0.0 DI 230.0 0.0 44.5 0.0 0.6 150 FTG ETCG FE 0.0 UG 230.0 0.0 44.5 0.0 0.000 TL 144.79 PV Pipe: 22 -54.5 7.980 FL 236.00 PF 0.0 UG 230.0 0.0 44.5 0.0 0.3 150 FTG 3ET FE 3.9 UG1 221.0 0.0 48.4 0.0 0.000 TL 370.00 PV Pipe: 23 -54.5 8.385 PL 7.00 PF 0.0 UG1 221.0 0.0 48.4 0.0 0.3 140 FTG L FE -3.0 BF1 228.0 0.0 45.4 0.0 0.000 TL 28.99 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP ROOM.SDF JOB TITLE: 2ND FLOOR TYP. ROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 FIXED PRESSURE LOSS DEVICE BF2 228.0 0.0 49.9 0.0 4.5 psi, 54.5 gpm BF1 228.0 0.0 45.4 0.0 Pipe: 25 -54.5 8.385 PL 7.00 PF 0.0 BF2 228.0 0.0 49.9 0.0 0.3 140 FTG L PE 3.0 UG2 221.0 0.0 52.9 0.0 0.000 TL 28.99 PV Pipe: 26 -54.5 7.980 PL 10.00 PF 0.0 UG2 221.0 0.0 52.9 0.0 0.3 150 FTG ETG PE 0.0 UG3 221.0 H.S. 52.9 100.0 0.000 TL 96.00 PV Pipe: 27 -154.5 11.650 FL 1155.50 PF 0.0 UG3 221.0 H.S. 52.9 100.0 0.5 150 FTG 4G PE 1.7 60 217.0 0.0 54.7 0.0 0.000 TL 1187.50 PV Pipe: 28 -154.5 11.650 PL 85.00 PF 0.0 60 217.0 0.0 54.7 0.0 0.5 150 FTG G PE 0.4 29 216.0 0.0 55.1 0.0 0.000 TL 93.00 PV Pipe: 29 -154.5 11.650 PL 300.00 PF 0.0 29 216.0 0.0 55.1 0.0 0.5 150 FTG G PE 4.8 30 205.0 0.0 59.9 0.0 0.000 TL 308.00 PV Pipe: 30 -154.5 11.650 FL 166.00 PF 0.0 30 205.0 0.0 59.9 0.0 0.5 150 FTG TG PE -6.5 SRC 220.0 SRCE 53.4 (N/A) 0.000 TL 255.00 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.162 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.4 ft/sec at pipe 4. SPRINKLER SYSTEM HYDRAULIC ANA L Y S I S Page 7 DATE: 4/30/2007C-1983 CARLSBAD R A N C H H O T E L 1 \ C A L C S \ 2 N D F L O O R T Y P R O O M . S D F JOB TITLE: 2ND FLOOR TYP. ROOM (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil ChkViv BfyVlv GatViv AimChk DPVlv NPTee 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 6.275 16.52 35.41 10.62 37.77 11.80 3.54 33.05 33.05 35.41 8.385 22.89 44.52 16.53 57.23 15.26 5.09 39.43 39.43 44.52 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in, E T L C B .G A D N Ell. Tee LngEll ChkVlv EfyVlv GatVlv AlmChk DPVlv NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E'T L C B G N Eli Te>.LflgEli ChkVlv BfyVlv GatVlv TRu 1.101 7.u0 5.00 0 0 5.00 6.00 1.00 1.00 2.423 12.00 12.00 12.0C).400 7.00 1.00 2.00 7.980 27.00 . 00 53.00 20.00 6 18.00 6.00 4.00 11.650 36.00 81.00 24.00 8.00 .4 .00 0 0 0 (N 0 0 H 0 0 H 0 0 (N H 0 0 'T 0 -- 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALcs\2ND F L O O R T Y P R O O M . S D F JOB TITLE: 2ND FLOOR TYP. ROOM (N c 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 w LU (N H DWCa 4ClCaCaCaDCa ' -Qfl- H- - - - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/30/2007C-1983 CARLSBAD RANCH HOTEL 1\CALCS\2ND FLOOR TYP ROOM.SDF JOB TITLE: 2ND FLOOR TYP. ROOM WATER SUPPLY CURVE 72 + *0\\\\\\\ 66+ \\\\\\\\ \\\\\\\\ I * <-63.0 psi @ 1185 gpm I Flow Test Point 60+ 54+X P 48+ R E S I S 42+ U I R I E I 36+ P I S I I 30+ 24+ 18+ 12+ LEGEND VI X = Required Water Supply I 53.42 psi @ 154.5 gpm 6+ I 0 = Available Water Supply I 67.40 psi @ 154.5 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ WESTERN FIRE PROTECTION, INC. Garage Level 12232 THATCHER COURT Laundry Room POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR Carlsbad Ranch Resort & Hotel 1201 Cannon Rd. Carlsbad, CA 92008 Laundry Room "FILE NUMBER: C--1983 DATE: APR 30, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard DENSITY: .15 AREA OF APPLICATION: 1500 COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 11 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 235.9 gpm TOTAL WATER REQUIRED (including hose): 485.9 gpm FLOW AND PRESSURE (@ BOR) : 235.9 gpm @ 33.7 psi SPRINKLER K-FACTOR: 5.6 NAME OF CONTRACTOR: Davis Reed Construction DESIGN/LAYOUT BY: G. Loera AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/30/2007 Z:\C-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\LAUNDRY.SDF JOB TITLE: Laundry room Caic WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1185.0 66.6 485.9 44.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 485.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 235.9 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT-2) (GPN/FT"2) Si 233.0 K= 5.60 13.3 20.5 130.0 0.150 0.157 S2 233.0 K= 5.60 15.0 21.7 130.0 0.150 0.167 S3 233.0 K= 5.60 12.5 19.8 130.0 0.150 0.152 S4 233.0 K= 5.60 14.0 21.0 130.0 0.150 0.161 S5 233.0 K= 5.60 12.1 19.5 130.0 0.150 0.150 S6 233.0 K= 5.60 13.4 20.5 130.0 0.150 0.157 S7 233.0 K= 5.60 18.1 23.8 130.0 0.150 0.183 S8 233.0 K= 5.60 20.3 25.2 130.0 0.150 0.194 S9 233.0 K= 5.60 12.2 19.6 130.0 0.150 0.151 S1O 233.0 K= 5.60 13.5 20.6 130.0 0.150 0.158 Sli 233.0 K= 5.60 18.2 23.9 130.0 0.150 0.184 6 233.0 - - - - 17.4 --- 7 233.4 - - - - 22.5 - - - Mi 233.4 - - - - 23.4 --- M2 233.4 - - - - 23.4 --- M3 233.4 - - - - 23.5 --- M6 233.4 - - - - 26.1 --- M7 233.4 - - - - 26.3 --- 1A 233.4 - - - - 26.2 - - - G 230.0 - - - - 33.5 - - - BOR 230.0 - - - - 33.7 - - - DI 230.0 - - - - 33.7 - - - UG 230.0 - - - - 34.0 --- UG1 221.0 - - - - 38.0 --- UG2 221.0 - - - - 43.1 --- UG3 221.0 HOSE STREAM 43.1 250.0 BF1 228.0 - - - - 35.0 --- BF2 228.0 - - - - 40.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/30/2007 Z:\C-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\LAUNDRY.SDF JOB TITLE: Laundry room Cab NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (ET) 60 217.0 - - - - 29 216.0 - - - - 30 205.0 - - - - SRC 220.0 SOURCE PRESSURE DISCHARGE AREA (PSI) (GPM) (FT"2) 45.1 - - - - - - 45.6 - - - - - - 50.4 - - - - - - 44.0 485.9 - - - DENSITY REQ. ACT. (GPM/FT-2) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/30/2007 Z:\C-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\LAUNDRY.SDF JOB TITLE: Laundry room Caic PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -20.5 1.049 PL 12.00 PF 1.6 Si 233.0 5.6 13.3 20.5 7.6 120 FTG ---- PE 0.0 S2 233.0 5.6 15.0 21.7 0.136 TL 12.00 PV Pipe: 2 -42.1 1.380 PL 12.00 PF 2.4 S2 233.0 5.6 15.0 21.7 9.0 120 FTG T PE 0.0 6 233.0 0.0 17.4 0.0 0.136 TL 18.00 PV Pipe: 3 -19.8 1.049 PL 12.00 PF 1.5 S3 233.0 5.6 12.5 19.8 7.3 120 FTG ---- PE 0.0 S4 233.0 5.6 14.0 21.0 0.128 TL 12.00 PV Pipe: 4 -40.7 1.049 PL 2.00 PF 3.4 S4 233.0 5.6 14.0 21.0 15.1 120 FTG T PE 0.0 6 233.0 0.0 17.4 0.0 0.485 TL 7.00 PV Pipe: 5 -82.9 1.610 PL 19.67 PF 5.3 6 233.0 0.0 17.4 0.0 13.1 120 FTG E PE -0.2 7 233.4 0.0 22.5 0.0 0.224 TL 23.67 PV Pipe: 6 -82.9 2.067 PL 2.83 PF 0.9 7 233.4 0.0 22.5 0.0 7.9 120 FTG T PE 0.0 Ml 233.4 0.0 23.4 0.0 0.066 TL 12.83 PV Pipe: 7 -19.5 1.049 PL 10.00 PF 1.2 S5 233.0 5.6 12.1 19.5 7.2 120 FTG ---- PE 0.0 S6 233.0 5.6 13.4 20.5 0.124 TL 10.00 PV Pipe: 8 -40.0 1.049 PL 10.00 PF 4.7 S6 233.0 5.6 13.4 20.5 14.8 120 FTG ---- PE 0.0 S7 233.0 5.6 18.1 23.8 0.469 TL 10.00 PV Pipe: 9 -63.8 1.380 PL 7.58 PF 2.2 S7 233.0 5.6 18.1 23.8 13.7 120 FTG ---- PE 0.0 S8 233.0 5.6 20.3 25.2 0.292 TL 7.58 PV Pipe: 10 -89.0 1.610 PL 4.92 PF 3.3 S8 233.0 5.6 20.3 25.2 14.0 120 FTG T PE -0.2 M2 233.4 0.0 23.4 0.0 0.256 TL 12.92 PV Pipe: 11 -19.6 1.049 FL 10.00 PF 1.3 S9 233.0 5.6 12.2 19.6 7.3 120 FTG ---- FE 0.0 slo 233.0 5.6 13.5 20.6 0.125 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/30/2007 Z:\C-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\LAUNDRY.SDF JOB TITLE: Laundry room Caic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -40.1 1.049 PL 10.00 PF 4.7 slo 233.0 5.6 13.5 20.6 14.9 120 FTG ---- PE 0.0 S11 233.0 5.6 18.2 23.9 0.472 TL 10.00 PV Pipe: 13 -64.0 1.380 FL 12.50 PF 5.4 Sib 233.0 5.6 18.2 23.9 13.7 120 FTG T PE -0.2 M3 233.4 0.0 23.5 0.0 0.295 TL 18.50 PV Pipe: 14 -82.9 4.260 PL 3.44 PF 0.0 Ml 233.4 0.0 23.4 0.0 1.9 120 FTG ---- PE 0.0 M2 233.4 0.0 23.4 0.0 0.002 TL 3.44 PV Pipe: 15 -171.8 4.260 PL 9.67 PF 0.1 M2 233.4 0.0 23.4 0.0 3.9 120 FTG ---- FE 0.0 M3 233.4 0.0 23.5 0.0 0.008 TL 9.67 PV Pipe: 16 -235.9 4.260 FL 139.00 PF 2.6 M3 233.4 0.0 23.5 0.0 5.3 120 FTG 4E PE 0.0 M6 233.4 0.0 26.1 0.0 0.014 TL 191.00 PV Pipe: 17 -235.9 4.260 PL 12.50 PF 0.2 M6 233.4 0.0 26.1 0.0 5.3 120 FTG ---- PE 0.0 1A 233.4 0.0 26.2 0.0 0.014 TL 12.50 PV Pipe: 18 -235.9 4.260 PL 2.00 PF 0.0 1A 233.4 0.0 26.2 0.0 5.3 120 FTG ---- PE 0.0 M7 233.4 0.0 26.3 0.0 0.014 TL 2.00 PV Pipe: 19 -235.9 4.260 PL 250.00 PF 5.7 M7 233.4 0.0 26.3 0.0 5.3 120 FTG 172.0 FE 1.5 G 230.0 0.0 33.5 0.0 0.014 TL 422.00 PV Pipe: 20 -235.9 4.260 FL 6.50 PF 0.3 G 230.0 0.0 33.5 0.0 5.3 120 FTG E PE 0.0 BOR 230.0 0.0 33.7 0.0 0.014 TL 19.50 PV Pipe: 21 -235.9 6.275 FL 6.00 PF 0.0 BOR 230.0 0.0 33.7 0.0 2.4 140 FTG ---- PE 0.0 DI 230.0 0.0 33.7 0.0 0.002 TL 6.00 PV Pipe: 22 -235.9 6.090 PL 35.00 PF 0.2 DI 230.0 0.0 33.7 0.0 2.6 150 FTG ETCG FE 0.0 UG 230.0 0.0 34.0 0.0 0.002 TL 156.79 PV Pipe: 23 -235.9 7.980 FL 236.00 PF 0.2 UG 230.0 0.0 34.0 0.0 1.5 150 FTG 3ET FE 3. UG1 221.0 0.0 38.0 0.0 0.000 TL 370.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/30/2007 Z:\C-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\LAUNDRY.SDF JOB TITLE: Laundry room Caic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -235.9 8.385 PL 7.00 PF 0.0 UG1 221.0 0.0 38.0 0.0 1.4 140 FTG L PE -3.0 BF1 228.0 0.0 35.0 0.0 0.000 TL 28.99 PV Pipe: 25 FIXED PRESSURE LOSS DEVICE BF2 228.0 0.0 40.0 0.0 5.0 psi, 235.9 gpm BF1 228.0 0.0 35.0 0.0 Pipe: 26 -235.9 8.385 PL 7.00 PF 0.0 BF2 228.0 0.0 40.0 0.0 1.4 140 FTG L PE 3.0 UG2 221.0 0.0 43.1 0.0 0.000 TL 28.99 PV Pipe: 27 -235.9 7.980 PL 10.00 PF 0.0 UG2 221.0 0.0 43.1 0.0 1.5 150 FTG ETG PE 0.0 UG3 221.0 H.S. 43.1 250.0 0.000 TL 96.00 PV Pipe: 28 -485.9 11.650 PL 1155.50 PF 0.3 UG3 221.0 H.S. 43.1 250.0 1.5 150 FTG 4G PE 1.7 60 217.0 0.0 45.1 0.0 0.000 TL 1187.50 PV Pipe: 29 -485.9 11.650 PL 85.00 PF 0.0 60 217.0 0.0 45.1 0.0 1.5 150 FTG G PE 0.4 29 216.0 0.0 45.6 0.0 0.000 TL 93.00 PV Pipe: 30 -485.9 11.650 PL 300.00 PF 0.1 29 216.0 0.0 45.6 0.0 1.5 150 FTG G PE 4.8 30 205.0 0.0 50.4 0.0 0.000 TL 308.00 PV Pipe: 31 -485.9 11.650 PL 166.00 PF 0.1 30 205.0 0.0 50.4 0.0 1.5 150 FTG TG PE -6.5 SRC 220.0 SRCE 44.0 (N/A) 0.000 TL 255.00 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.074 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.1 ft/sec at pipe 4. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/30/2007 Z:\C-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\LAUNDRY.SDF JOB TITLE: Laundry room Calc (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 6.275 16.52 35.41 10.62 37.77 11.80 3.54 33.05 33.05 35.41 8.385 22.89 44.52 16.53 57.23 15.26 5.09 39.43 39.43 44.52 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv -------------------------------------------------------- GatVlv AlmChk DPVlv NPTee PD 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 0.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 0.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 0.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 0.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: B MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv TRu 7.980 27.00 53.00 20.00 68.00 18.00 6.00 4.00 11.650 36.00 81.00 24.00 87.00 28.00 8.00 4.00 0 0 0 0 '-4 0 0 (N '-4 0 0 0 '-4 0 0 w 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/30/2007 Z:\C-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\LAUNDRY.SDF JOB TITLE: Laundry room Caic 0 0 0 I (N 0 0 0 0 0 0 0 0 0 c c 0 0 0 C) C cc u) dl) (N HI ccCl)JcC1 — Qu- H--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/30/2007 Z:\C-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\LAUNDRY.SDF JOB TITLE: Laundry room Calc WATER SUPPLY CURVE 72+ *\\\\\\\\ 66+ 0 \\\\\\\\ \\\\\\\\ * <-63.0 psi @ 1185 gpm I Flow Test Point 60+ 54+ P 48+ R I E I S I X S 42+ U I R I E I 36+ P I S I 30+ 24+ 18+ 12+ LEGEND 'I I X = Required Water Supply IT I 44.00 psi @ 485.9 gpm 6+ I 0 = Available Water Supply I 66.64 psi @ 485.9 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ WESTERN FIRE PROTECTION, INC. Garage Level 12232 THATCHER COURT POWAY,CA 92064 HYDRAULIC CALCULATIONS Carlsbad Ranch Resort & Hotel 1201 Cannon Rd. Carlsbad, CA 92008 AFILE NUMBER: C-1983 DATE: APR 30, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard DENSITY: .15 AREA OF APPLICATION: 1500 COVERAGE PER SPRINKLER: 16x16 NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 364.5 gpm TOTAL WATER REQUIRED (including hose) : 614.5 gpm FLOW AND PRESSURE (8 BOR) : 364.4 gpm @ 43.1 psi SPRINKLER K-FACTOR: 11.2 NAME OF CONTRACTOR: Davis Reed Construction DESIGN/LAYOUT BY: G. Loera AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/30/2007-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\GARAGE LEVEL.SDF JOB TITLE: C-1983 Carlsbad Ranch Hotel Garage Level caic. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1185.0 66.2 614.5 54.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 614.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 364.5 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT-2) (GPM/FT"2) G1 233.0 K=11.20 14.4 42.5 256.0 0.150 0.166 G2 233.0 K=11.20 15.1 43.5 256.0 0.150 0.170 G3 233.0 K=11.20 18.2 47.8 256.0 0.150 0.187 G4 233.0 K=11.20 25.3 56.3 256.0 0.150 0.220 G5 233.0 K=11.20 11.8 38.4 256.0 0.150 0.150 G6 233.0 K=11.20 12.3 39.3 256.0 0.150 0.154 G7 233.0 K=11.20 14.9 43.2 256.0 0.150 0.169 G8 233.0 K=11.20 22.7 53.3 256.0 0.150 0.208 1 233.4 - - - - 23.5 --- 1A 233.4 - - - - 28.6 --- M6 233.4 - - - - 28.5 --- M7 233.4 - - - - 28.6 - - - G 233.4 - - - - 41.5 - - - BOR 230.0 - - - - 43.1 - - - DI 230.0 - - - - 43.2 - - - UG 230.0 - - - - 43.7 --- UG1 221.0 - - - - 48.0 --- UG2 221.0 - - - - 53.0 --- UG3 221.0 HOSE STREAM 53.1 250.0 BF1 228.0 ---- 45.0 --- BF2 228.0 - - - - 50.0 --- 60 217.0 - - - - 55.3 --- 29 216.0 - - - - 55.8 --- 30 205.0 - - - - 60.7 - - - SRC 220.0 SOURCE 54.3 614.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/30/2007-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\GARAGE LEVEL.SDF JOB TITLE: C-1983 Carlsbad Ranch Hotel Garage Level calc. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -42.5 1.682 PL 13.08 PF 0.7 Gi 233.0 11.2 14.4 42.5 6.1 120 FTG ---- PE 0.0 G2 233.0 11.2 15.1 43.5 0.053 TL 13.08 PV Pipe: 2 -86.1 1.682 PL 16.00 PP 3.1 G2 233.0 11.2 15.1 43.5 12.4 120 FTG ---- PE 0.0 G3 233.0 11.2 18.2 47.8 0.194 TL 16.00 PV Pipe: 3 -133.9 1.682 PL 16.00 PP 7.0 G3 233.0 11.2 18.2 47.8 19.3 120 FTG ---- PE 0.0 G4 233.0 11.2 25.3 56.3 0.440 TL 16.00 PV Pipe: 4 -190.2 2.157 PL 1.50 PF 3.4 G4 233.0 11.2 25.3 56.3 16.7 120 FTG T PE -0.2 M6 233.4 0.0 28.5 0.0 0.251 TL 13.50 PV Pipe: 5 -38.4 1.682 PL 13.08 PF 0.6 G5 233.0 11.2 11.8 38.4 5.5 120 FTG ---- PE 0.0 G6 233.0 11.2 12.3 39.3 0.044 TL 13.08 PV Pipe: 6 -77.7 1.682 PL 16.00 PP 2.6 G6 233.0 11.2 12.3 39.3 11.2 120 FTG ---- PE 0.0 G7 233.0 11.2 14.9 43.2 0.161 TL 16.00 PV Pipe: 7 -121.0 1.682 PL 14.00 PF 8.7 G7 233.0 11.2 14.9 43.2 17.5 120 FTG T PE -0.2 1 233.4 0.0 23.5 0.0 0.364 TL 24.00 PV Pipe: 8 53.3 1.682 PL 2.00 PP 1.0 1 233.4 0.0 23.5 0.0 7.7 120 FTG T PE 0.2 G8 233.0 11.2 22.7 53.3 0.080 TL 12.00 PV Pipe: 9 -174.3 2.157 PL 6.00 PP 5.1 1 233.4 0.0 23.5 0.0 15.3 120 FTG ET PE 0.0 1A 233.4 0.0 28.6 0.0 0.213 TL 24.00 PV Pipe: 10 -364.5 4.260 PL 2.00 PP 0.1 1A 233.4 0.0 28.6 0.0 8.2 120 FTG ---- PE 0.0 M7 233.4 0.0 28.6 0.0 0.030 TL 2.00 PV Pipe: 11 -190.2 4.260 PL 12.50 PP 0.1 M6 233.4 0.0 28.5 0.0 4.3 120 FTG ---- PE 0.0 1A 233.4 0.0 28.6 0.0 0.009 TL 12.50 PV & I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/30/2007-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\GARAGE LEVEL.SDF JOB TITLE: C-1983 Carlsbad Ranch Hotel Garage Level calc. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -364.5 4.260 FL 250.00 PP 12.8 M7 233.4 0.0 28.6 0.0 8.2 120 FTG 172.0 FE 0.0 G 233.4 0.0 41.5 0.0 0.030 TL 422.00 PV Pipe: 13 -364.5 4.260 FL 6.50 PP 0.2 G 233.4 0.0 41.5 0.0 8.2 120 FTG ---- FE 1.5 BOR 230.0 0.0 43.1 0.0 0.030 TL 6.50 PV Pipe: 14 -364.5 6.275 FL 6.00 PP 0.0 BOR 230.0 0.0 43.1 0.0 3.8 140 FTG ---- FE 0.0 DI 230.0 0.0 43.2 0.0 0.003 TL 6.00 PV Pipe: 15 -364.5 6.090 FL 35.00 PP 0.6 DI 230.0 0.0 43.2 0.0 4.0 150 FTG ETCG FE 0.0 UG 230.0 0.0 43.7 0.0 0.004 TL 156.79 PV Pipe: 16 -364.5 7.980 PL 236.00 PF 0.3 UG 230.0 0.0 43.7 0.0 2.3 150 FTG 3ET FE 3.9 UG1 221.0 0.0 48.0 0.0 0.001 TL 370.00 PV Pipe: 17 -364.5 8.385 PL 7.00 PP 0.0 UG1 221.0 0.0 48.0 0.0 2.1 140 FTG L FE -3.0 BF1 228.0 0.0 45.0 0.0 0.001 TL 28.99 PV Pipe: 18 FIXED PRESSURE LOSS DEVICE BF2 228.0 0.0 50.0 0.0 5.0 psi, 364.5 gpm BF1 228.0 0.0 45.0 0.0 Pipe: 19 -364.5 8.385 FL 7.00 PP 0.0 BF2 228.0 0.0 50.0 0.0 2.1 140 FTG L PE 3.0 UG2 221.0 0.0 53.0 0.0 0.001 TL 28.99 PV Pipe: 20 -364.5 7.980 PL 10.00 PP 0.1 UG2 221.0 0.0 53.0 0.0 2.3 150 FTG ETG PE 0.0 UG3 221.0 H.S. 53.1 250.0 0.001 TL 96.00 PV Pipe: 21 -614.5 11.650 FL 1155.50 PP 0.5 UG3 221.0 H.S. 53.1 250.0 1.8 150 FTG 4G FE 1.7 60 217.0 0.0 55.3 0.0 0.000 TL 1187.50 PV Pipe: 22 -614.5 11.650 FL 85.00 PF 0.0 60 217.0 0.0 55.3 0.0 1.8 150 FTG G PE 0.4 29 216.0 0.0 55.8 0.0 0.000 TL 93.00 PV Pipe: 23 -614.5 11.650 PL 300.00 PP 0.1 29 216.0 0.0 55.8 0.0 1.8 150 FTG G FE 4.8 30 205.0 0.0 60.7 0.0 0.000 TL 308.00 PV S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/30/2007-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\GARAGE LEVEL.SDF JOB TITLE: C-1983 Carlsbad Ranch Hotel Garage Level calc. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -614.5 11.650 PL 166.00 PF 0.1 30 205.0 0.0 60.7 0.0 1.8 150 FTG TG PE -6.5 SRC 220.0 SRCE 54.3 (N/A) 0.000 TL 255.00 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.110 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.3 ft/sec at pipe 3. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 6.275 16.52 35.41 10.62 37.77 11.80 3.54 33.05 33.05 35.41 8.385 22.89 44.52 16.53 57.23 15.26 5.09 39.43 39.43 44.52 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.682 5.00 10.00 3.00 11.00 7.00 1.00 12.00 12.00 10.00 2.157 6.00 12.00 3.00 14.00 7.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/30/2007-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\GARAGE LEVEL.SDF JOB TITLE: C-1983 Carlsbad Ranch Hotel Garage Level calc. PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv TRu 7.980 27.00 53.00 20.00 68.00 18.00 6.00 4.00 11.650 36.00 81.00 24.00 87.00 28.00 8.00 4.00 A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/30/2007-JOBS\C-1983 CARLSBAD RANCH HOTEL 1\CALCS\GARAGE LEVEL.SDF JOB TITLE: C-1983 Carlsbad Ranch Hotel Garage Level calc. 0 0 0 0 0 0 0 0 1. 0 0 CD 0 0 0 0 0 44 0 (N 0 0 0 0 0 0 0 0 0 C; c 0 0 0 0 co CD LI) (N ---Q.cn•H----