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HomeMy WebLinkAbout6652 SURF CREST ST; ; FPR2017-0342; Permit;J 1f1 1IIJl is]I4I (~~Qty I Cdlsbad Permit No: FPR2017-0342 Status: Closed - Finaled Work Class: Single Family Fire Sprinkli Track #: Applied: 10/05/2017 Lot #: Issued: 12/01/2017 Project #: DEV05095 Finaled Close Out: 04/13/2021 Plan #: Construction Type: Final Inspection: Orig. Plan Check #: INSPECTOR: Fieri, Dominic Plan Check #: Wong, Cindy Print Date: 08/15/2022 Job Address: 6652 SURF CREST ST, CARLSBAD, CA Permit Type: FIRE-Construction Residential Parcel #: 2150432400 Valuation: $684,127.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: SEASCAPE Description: SEASCAPE ATAVENA CT: SPRINKLER (PLAN / LOT 11) - PHASE 1 FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $121.00 FIRE NFPA 13D Single Family System (Plan Review) $239.00 Total Fees: $360.00 Total Payments To Date: $360.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov MCMAHON FIRE PROTECTION INC P0 BOX 27116 SAN DIEGO CA. 92198 HYDRAULIC CALCULATIONS FOR Plan 6: Lot 11 Seascape At Avena Ct 6652 Surfcrest St Carlsbad Ca. 92011 FILE NUMBER: 2017 DATE: October 1, 2017 -DESIGN DATA- OCCUPANCY CLASSIFICATION: 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 ORFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: R3 .05 GPM/ SQ.FT. 2 SPRINKLERS 256 SQ. FT. 2 SPRINKLERS: Master Bedroom 26 GPM 31 GPM 31 GPM@ 33.9 PSI 7/16 INCH MCMAHON FIRE PROTECTION INC. T. MCMAHON City Of Carlsbad 1025457 C-16 CALCULATIONS BY HASS COMPUTOR PROGRAM HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DAT: 10/1/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 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 74.7 20.0 1100.0 74.6 31.5 59.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 355.0 SOURCE 59.6 31.5 2 358.0 - - - - 52.1 - - - 3 358.0 - - - - 48.1 - - - 4 358.0 - - - - 47.9 - - - 5 358.0 - - - - 35.9 - - - 6 358.0 HOSE STREAM 33.9 5.0 7 367.0 - - - - 25.0 - - - 8 371.0 - - - - 22.8 - - - 9 371.0 - - - - 15.9 - - - 10 381.0 - - - - 9.6 - - - 11 381.0 - - - - 7.6 - - - Si 381.0 K= 4.90 7.6 13.5 32 381.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DAT: 10/1/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 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 31.5 0.995 PL 15.00 PF 6.2 1 355.0 SRCE 59.6 (N/A) 13.0 150 FTG ETG PE -1.3 2 358.0 0.0 52.1 0.0 0.258 TL 24.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 358.0 0.0 52.1 0.0 4.0 psi, 31.5 gpm 3 358.0 0.0 48.1 0.0 Pipe: 3 31.5 1.025 PL 1.00 PF 0.2 3 358.0 0.0 48.1 0.0 12.2 150 FTG ---- PE 0.0 4 358.0 0.0 47.9 0.0 0.223 TL 1.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 358.0 0.0 47.9 0.0 12.0 psi, 31.5 gpm 5 358.0 0.0 35.9 0.0 Pipe: 5 31.5 1.380 PL 30.00 PF 2.0 5 358.0 0.0 35.9 0.0 6.7 150 FTG 2E PE 0.0 6 358.0 H.S. 33.9 5.0 0.052 TL 39.07 PV Pipe: 6 26.5 1.025 EL 9.00 PF 5.0 6 358.0 H.S. 33.9 5.0 10.3 150 FTG 22.0 PE -3.9 7 367.0 0.0 25.0 0.0 0.162 TL 31.00 PV Pipe: 7 26.5 1.101 PL 4.00 PF 0.5 7 367.0 0.0 25.0 0.0 8.9 150 FTG ---- PE -1.7 8 371.0 0.0 22.8 0.0 0.114 TL 4.00 PV Pipe: 8 26.5 1.101 PL 42.00 PF 6.9 8 371.0 0.0 22.8 0.0 8.9 150 FTG 18.0 PE 0.0 9 371.0 0.0 15.9 0.0 0.114 TL 60.00 PV Pipe: 9 26.5 1.101 PL 10.00 PF 1.9 9 371.0 0.0 15.9 0.0 8.9 150 FTG 7.0 PE -4.3 10 381.0 0.0 9.6 0.0 0.114 TL 17.00 PV Pipe: 10 14.0 1.101 EL 41.00 PF 2.1 10 381.0 0.0 9.6 0.0 4.7 150 FTG 18.0 PE 0.0 11 381.0 0.0 7.6 0.0 0.035 TL 59.00 PV Pipe: 11 1.0 1.101 PL 7.00 PF 0.0 11 381.0 0.0 7.6 0.0 0.3 150 FTG 7.0 PE 0.0 51 381.0 4.9 7.6 13.5 0.000 TL 14.00 PV Pipe: 12 -12.4 1.101 EL 49.00 PF 2.1 Sl 381.0 4.9 7.6 13.5 4.2 150 FTG 25.0 PE 0.0 10 381.0 0.0 9.6 0.0 0.028 TL 74.00 PV Pipe: 13 13.0 1.101 PL 3.00 PF 0.5 11 381.0 0.0 7.6 0.0 4.4 150 FTG 14.0 PE 0.0 S2 381.0 4.9 7.0 13.0 0.031 TL 17.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DAT: 10/1/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 27091255 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 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 0.005 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 74.59 psi with a flow of 37.63 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEil ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F B T R K C G F45 El Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DAT: 10/1/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Kouplg ChkViv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1'0/1/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 U) E 14 0. 0. U U U) UL() 1f)70 0). U• )H (flrH (U a) 1) p) 04 v 0 0. 000 ::.-a) ')a (1)0. 444) -H (N U) -,A LO U U) 14 ajcl-( 54 r- Q:() 04 CQ 0. U Co /-- / / / V V V -- V V - I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co r— W in c) 00U)U)U)')U) 0 0 0 0 -H U) 04 0 c --1 U) U) -H U) 04 U)0 H U). z.. >-I4J 04 4-) CL4 U) C') U) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DAT .]041/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 WATER SUPPLY CURVE 84+ 77+ 0 \ 70+ \ \ I \ 63+ \ \ x \ I \ P 56+ \ R I \ E \ S I \ S 49+ \ U \ R I E \ 42+ \ I \ P I \ S I \ I 35+ I \ I \ I \ 28+ \ I \ I \ I \ 21+ \ * <-20.0 psi @ 1100 gpm Flow Test Point 14+ LEGEND If U I X = Required Water Supply 59.62 psi @ 31.5 gpm 7+ I 0 = Available Water Supply " I 74.62 psi @ 31.5 gpm I, 0++-+---+----+-----+------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) MCMAHON FIRE PROTECTION INC P0 BOX 27116 SAN DIEGO CA. 92198 HYDRAULIC CALCULATIONS FOR Plan 6: Lot 12 Seascape At Avena Ct '6656 Surfcrest'St Carlsbad Ca. 92011 FILE NUMBER: 2017 DATE: October 1, 2017 -DESIGN DATA- OCCUPANCY CLASSIFICATION: 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 ORFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: R3 .05 GPM/ SQ.FT. 2 SPRINKLERS 256 SQ. FT. 2 SPRINKLERS: Master Bedroom 26 GPM 31 GPM 31 GPM@ 33.9 PSI 7/16 INCH MCMAHON FIRE PROTECTION INC. T. MCMAHON City Of Carlsbad 1025457 C-16 CALCULATIONS BY HASS COMPUTOR PROGRAM HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DAZE: 10'11/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 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 74.7 20.0 1100.0 74.6 31.5 59.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 353.0 SOURCE 59.6 31.5 2 356.0 - - - - 52.1 - - - 3 356.0 - - - - 48.1 - - - 4 356.0 - - - 47.9 - - - 5 356.0 - - - - 35.9 - - - 6 356.0 HOSE STREAM 33.9 5.0 7 365.0 - - - - 25.0 - - - 8 369.0 - - - - 22.8 - - - 9 369.0 - - - - 15.9 - - - 10 379.0 - - - - 9.6 - - - 11 379.0 - - - - 7.6 - - - Si 379.0 K= 4.90 7.6 13.5 S2 379.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10,f1/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 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 31.5 0.995 FL 15.00 PF 6.2 1 353.0 SRCE 59.6 (N/A) 13.0 150 FTG ETG FE -1.3 2 356.0 0.0 52.1 0.0 0.258 TL 24.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 356.0 0.0 52.1 0.0 4.0 psi, 31.5 gpm 3 356.0 0.0 48.1 0.0 Pipe: 3 31.5 1.025 PL 1.00 PF 0.2 3 356.0 0.0 48.1 0.0 12.2 150 FTG ---- FE 0.0 4 356.0 0.0 47.9 0.0 0.223 TL 1.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 356.0 0.0 47.9 0.0 12.0 psi, 31.5 gpm 5 356.0 0.0 35.9 0.0 Pipe: 5 31.5 1.380 PL 30.00 PF 2.0 5 356.0 0.0 35.9 0.0 6.7 150 FTG 2E PE 0.0 6 356.0 H.S. 33.9 5.0 0.052 TL 39.07 PV Pipe: 6 26.5 1.025 PL 9.00 PF 5.0 6 356.0 H.S. 33.9 5.0 10.3 150 FTG 22.0 PE -3.9 7 365.0 0.0 25.0 0.0 0.162 TL 31.00 PV Pipe: 7 26.5 1.101 PL 4.00 PF 0.5 7 365.0 0.0 25.0 0.0 8.9 150 FTG ---- PE -1.7 8 369.0 0.0 22.8 0.0 0.114 TL 4.00 PV Pipe: 8 26.5 1.101 PL 42.00 PF 6.9 8 369.0 0.0 22.8 0.0 8.9 150 FTG 18.0 FE 0.0 9 369.0 0.0 15.9 0.0 0.114 TL 60.00 PV Pipe: 9 26.5 1.101 PL 10.00 PF 1.9 9 369.0 0.0 15.9 0.0 8.9 150 FTG 7.0 PE -4.3 10 379.0 0.0 9.6 0.0 0.114 TL 17.00 PV Pipe: 10 14.0 1.101 PL 41.00 PF 2.1 10 379.0 0.0 9.6 0.0 4.7 150 FTG 18.0 PE 0.0 11 379.0 0.0 7.6 0.0 0.035 TL 59.00 PV Pipe: 11 1.0 1.101 PL 7.00 PF 0.0 11 379.0 0.0 7.6 0.0 0.3 150 FTG 7.0 FE 0.0 51 379.0 4.9 7.6 13.5 0.000 TL 14.00 PV Pipe: 12 -12.4 1.101 PL 49.00 PF 2.1 51 379.0 4.9 7.6 13.5 4.2 150 FTG 25.0 PE 0.0 10 379.0 0.0 9.6 0.0 0.028 TL 74.00 PV Pipe: 13 13.0 1.101 PL 3.00 PF 0.5 11 379.0 0.0 7.6 0.0 4.4 150 FTG 14.0 PE 0.0 S2 379.0 4.9 7.0 13.0 0.031 TL 17.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: l0/1/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 27091255 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 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 0.005 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 74.59 psi with a flow of 37.63 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkViv BfyViv GatVlv AlmChk DPVlv NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkViv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Kouplg ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/1/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1071/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 U) E 04 0. U' C) U) Lf) iO C) C: U)vH CUH (C) U)() (C) c') U) U) 04 :2) U)) 0. Ui-H -H alE Z HC)) 00 U) U) QQ. a) 04 C!) (C) HN -HC'l Cl) F— L() 0. co /.. V / / / / / / / N H (N 0 0 0 0 0 0 0 0 0 H 0 0 0 0 0 0 C) 0 0 N CD (/) (N D0U) C/U)U)U)U) — au) -H-- E a 0 0 0 H 0 44 --1 C)) a 0 0 0 -H C)) ci) a C/) 0 H r U). z ri .. g >4J ))4J /)() C') U) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DA'T: 1OY1/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 6.SDF JOB TITLE: seascape plan 6 84+ 77+ 0 \ 70+ \ I \ \ 63+ \ x \ \ P 56+ \ R I \ E I \ S I \ S 49+ U I R \ E \ 42+ \ \ P I \ S I \ 35+ \ I \ I \ I \ 28+ \ I \ I \ 21+ I * <-20.0 psi @ 1100 gpm Flow Test Point 14+ LEGEND I' I, I X = Required Water Supply To I 59.62 psi @ 31.5 gpm if 7+ it I 0 = Available Water Supply if I 74.62 psi @ 31.5 gpm :: 0++—+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)