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HomeMy WebLinkAbout1440 BUENA VISTA WAY; ; AS060225; PermitCity of Carlsbad Sprinkler Permit Permit No: AS060225 1440 BUENA VISTA Job Address: WY Permit Type: SPRINK Parcel No: 1561205200 Lot #: 0 . Reference No.: PC M. Project Title: HALL RESIDENCE Status: ISSUED Applied 9/18/2006 Approved: 9/25/2006 Issued: 9/25/2006 Inspector: Applicant: • Owner: SOUTHLAND FIRE PROTECTION, INC HALL KEVIN T&JULIA M 4733 PT. LOMAAV . • 1440 BUENA VISTA WAY SAN DIEGO, CA 92107 • CARLSBAD Ck 619-523-1400 • •• • 5' Fees ($) Add'I Fees ($) Total ($) Balance ($) 248 0 248 0. SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Hall Addition 1440 Buena Vista Way Carlsbad, CA FILE NUMBER: 06-134 DATE: SEP 12, 2006 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R-3 DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 2 Sprinklers COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 28.0 gpm TOTAL WATER REQUIRED (including hose).: 33.0 gpm FLOW AND PRESSURE (@ BOR): 28.0 gpm @ 17.0 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection DESIGN/LAYOUT BY: •Sorida Phan AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. TUCKER, GA 30084 APPROVEDp$ , JBMITTED CARLSBAD ASoo2.2s SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/12/2006 C:\HASS77\06-135.SDF JOB TITLE: Hall Residence WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 49.5 20.0 1100.0 49.5 33.0 39.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 33.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 39.2 33.0 2 0.0 - - - - 31.3 - - - 3 0.0 - - - - 26.3 - - - 4 0.0 - - - - 26.0 - - - 5 6.0 - - - - 18.6 - - - BOR 8.0 HOSE STREAM 17.0 5.0 TOR 16.0 - - - - 10.2 6 16.0 - - - - 9.4 - - - 7 16.0 - - - - 8.5 - - - 8 16.0 - - - - 8.6 51 16.0 K= 4.90 8.2 14.0 S2 16.0 K= 4.90 8.2 14.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/12/2006 C:\HASS77\06-135.SDF JOB TITLE: Hall Residence 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 33.0 0.995 PL 19.00 PF 7.9 1 0.0 SRCE 39.2 (N/A) 13.6 150 FTG ETG PE 0.0 2 0.0 0.0 31.3 0.0 0.281 TL 28.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 31.3 0.0 5.0 psi, 33.0 gpm 3 0.0 0.0 26.3 0.0 Pipe: 3 33.0 1.481 PL 2.00 PF 0.3 3 0.0 0.0 26.3 0.0 6.1 150 FTG 5.0 PE 0.0 4 0.0 0.0 26.0 0.0 0.041 TL 7.00 PV Pipe: 4 33.0 1.682 PL 200.00 PF 4.8 4 0.0 0.0 26.0 0.0 4.8 150 FTG 20.0 PE -2.6 5 6.0 0.0 18.6 0.0 0.022 TL 220.00 PV Pipe: 5 33.0 1.481 FL 3.00 PF 0.8 5 6.0 0.0 18.6 0.0 6.1 150 FTG 16.0 PE -0.9 BOR 8.0 H.S. 17.0 5.0 0.041 TL 19.00 PV Pipe: 6 28.0 1.101 PL 10.00 PF 3.3 BOR 8.0 H.S. 17.0 5.0 9.4 150 FTG 16.0 PE -3.5 TOR 16.0 0.0 10.2 0.0 0.127 TL 26.00 PV Pipe: 7 28.0 1.101 PL 1.20 PF 0.8 TOR 16.0 0.0 10.2 0.0 9.4 150 FTG 5.0 PE 0.0 6 16.0 0.0 9.4 0.0 0.127 TL 6.20 PV Pipe: 8 9.6 1.101 PL 39.60 PF 0.9 6 16.0 0.0 9.4 0.0 3.2 150 FTG 14.0 PE 0.0 7 16.0 0.0 8.5 0.0 0.017 TL 53.60 PV Pipe: 9 9.2 1.101 PL 34.75 PF 0.8 6 16.0 0.0 9.4 0.0 3.1 150 FTG 15.0 PE 0.0 8 16.0 0.0 8.6 0.0 0.016 TL 49.75 PV Pipe: 10 14.0 1.101 PL 4.75 PF 0.3 7 16.0 0.0 8.5 0.0 4.7 150 FTG 5.0 FE 0.0 51 16.0 4.9 8.2 14.0 0.035 TL 9.75 PV Pipe: 11 -4.4 1.101 PL 18.20 PF 0.1 7 16.0 0.0 8.5 0.0 1.5 150 FTG 13.0 FE 0.0 8 16.0 0.0 8.6 0.0 0.004 TL 31.20 PV Pipe: 12 14.0 1.101 PL 8.00 PF 0.5 8 16.0 0.0 8.6 0.0 4.7 150 FTG 5.0 PE 0.0 S2 16.0 4.9 8.2 14.0 0.035 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/12/2006 C:\HASS77\06-135.SDF JOB TITLE: Hall Residence PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 13 8 16.0 0.0 6 16.0 0.0 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) -9.2 1.101 PL 34.75 PF 0.8 8.6 0.0 3.1 150 FTG 15.0 PE 0.0 9.4 0.0 0.016 TL 49.75 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 27091255 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 0.008 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.6 ft/sec at pipe 1. 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 BfyViv GatViv AlmChk DPV1v NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.682 4.95 9.90 2.47 11.14 7.42 1.24 12.37 12.37 9.90 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Eli TeeRun Couplg SwgChk GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.50 6.00 1.00 6.00 1.481 4.00 8.00 2.00 3.00 0.50 9.00 1.00 8.00 WATER SUPPLY ANALYSIS 60.0 50.01 G A U G 40.02 E P R E 30.0 S S U R E 20.0 P S j 10.0 LdL.L; .Lu; 6U.U¼) psi. iuw; i..LUU.0 ypm LEGEND Available pressure 49.46 psi @ 33.0 gpm Required pressure 2 39.20 psi @ 33.0 gpm Source Supply Curve System Demand Curve —14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/12/2006 C:\HASS77\06-135.SDF JOB TITLE: Hall Residence WATER SUPPLY CURVE 60+ 55+ 500 \ 45+ \ I \ I \ I \ P40+ R X E I S I S35+ U I R I E I 30+ I \ P I S I I 25+ I \. I \ I \ 20+ * <-20.0 psi @ 1100 gpm I Flow Test Point 15+ 10+ LEGEND it I U I X = Required Water Supply I 39.20 psi @ 33.0 gpm 5+ I 0 = Available Water Supply 49.46 psi @ 33.0 gpm 0++-+---+----+-----+------+----- 400 600 800 1000 1200 ---+--------+---------+-----------+ 1400 1600 1800 2000 FLOW (GPM)