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Home My WebLink About6684 PEREGRINE PL; ; FPR2017-0338; PermitCc-city of Carlsbad Print Date: 08/29/2022 Permit No: FPR2017-0338 Job Address: 6684 PEREGRINE PL, CARLSBAD, CA Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl Parcel #: 2150432200 Track #: Applied: 10/05/2017 Valuation: $95,416.00 Lot #: Issued: 12/01/2017 Occupancy Group: Project #: DEV05095 Finaled Close Out: 03/09/2021 #of Dwelling Units: Plan it: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Fieri, Dominic Plan Check #: Project Title: SEASCAPE Description: SEASCAPE AT AVENA CT - CASITA / SPRINKLER (PLAN 3 /LOT 9) -PHASE 1 FEE AMOUNT FIRE NFPA 13D Single Family System (Insp/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 fri2.OI1 O'b MCMAHON FIRE PROTECTION INC f .f , P0 BOX 27116 SAN DIEGO CA. 92198 HYDRAULIC CALCULATIONS FOR Plan 3 Casita : Lot 9 Seascape At Avena Ct (.I4 _Z4 Peregrine P1 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: Living Room 26 GPM 31 GPM 31 GPM@ 22.5 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 DATE: 9/9/2017 C:\PROGRAN FILES\HASSDATA\SEASCAPE CASITA.SDF JOB TITLE: seascape casita 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 31.0 59.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 334.0 SOURCE 59.1 31.0 2 337.0 - - - - 48.0 - - 3 337.0 - - - - 44.0 - - - 4 337.0 - - - 43.8 - - - 5 337.0 - - - - 31.8 - - - 6 337.0 HOSE STREAM 22.5 5.0 7 346.0 - - - - 13.7 - - - 8 350.0 - - - - 11.5 - - - 9 350.0 - - - - 7.7 - - - Si 350.0 K= 4.90 7.1 13.0 S2 350.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/29/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE CASITA.SDF JOB TITLE: seascape casita 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 31.0 0.995 PL 30.00 PF 9.8 1 334.0 SRCE 59.1 (N/A) 12.8 150 FTG ETG PE -1.3 2 337.0 0.0 48.0 0.0 0.251 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 337.0 0.0 48.0 0.0 4.0 psi, 31.0 gpm 3 337.0 0.0 44.0 0.0 Pipe: 3 31.0 1.025 PL 1.00 PF 0.2 3 337.0 0.0 44.0 0.0 12.1 150 FTG ---- PE 0.0 4 337.0 0.0 43.8 0.0 0.217 TL 1.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 337.0 0.0 43.8 0.0 12.0 psi, 31.0 gpm 5 337.0 0.0 31.8 0.0 Pipe: 5 31.0 1.380 PL 165.00 PF 9.3 5 337.0 0.0 31.8 0.0 6.7 150 FTG 4E PE 0.0 6 337.0 H.S. 22.5 5.0 0.051 TL 183.13 PV Pipe: 6 26.0 1.025 PL 9.00 PF 4.9 6 337.0 H.S. 22.5 5.0 10.1 150 FTG 22.0 PE -3.9 7 346.0 0.0 13.7 0.0 0.157 TL 31.00 PV Pipe: 7 26.0 1.101 PL 4.00 PF 0.4 7 346.0 0.0 13.7 0.0 8.8 150 FTG ---- PE -1.7 8 350.0 0.0 11.5 0.0 0.111 TL 4.00 PV Pipe: 8 26.0 1.101 PL 24.00 PF 3.9 8 350.0 0.0 11.5 0.0 8.8 150 FTG 11.0 PE 0.0 9 350.0 0.0 7.7 0.0 0.111 TL 35.00 PV Pipe: 9 13.0 1.101 PL 5.00 PF 0.6 9 350.0 0.0 7.7 0.0 4.4 150 FTG 14.0 PE 0.0 51 350.0 4.9 7.1 13.0 0.031 TL 19.00 PV Pipe: 10 13.0 1.101 PL 6.00 PF 0.6 9 350.0 0.0 7.7 0.0 4.4 150 FTG 14.0 PE 0.0 S2 350.0 4.9 7.0 13.0 0.031 TL 20.00 PV NOTES (HASS) (1) 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE 9/29/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE CASITA.SDF JOB TITLE: seascape casita 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 0.029 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 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 74.60 psi with a flow of 36.95 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 LngEli ChkVlv 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 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-Ell TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 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-Ell TeeRun Kouplg 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 4 DATE: 9/29/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE CASITA.SDF JOB TITLE: seascape casita a) E a a (_) (I) -Ci In. . (0r1 Cl)-1 (a lJj() u) c/) 11) Ci) aa)-' ((2) a ci ID-H --I Z Cin Ci) -- ea CD (a H() HC'1 ) HO :i-1 (0 (Ci• b. >, a) 104 a 7-- V / V V V V -- V V N H NJ 0 0 0 0 0 0 0 0 0 0 0 0 0 • • • • • • H 0 0 0 0 0 N (a) fl C') NJ H (D 4 ~D 0 a4 C4 r)(0C')QC'1 -QCfl-H--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE 9/29/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE CASITA.SDF JOB TITLE: seascape casita WATER SUPPLY CURVE 84+ 77+ 0 \ 70+ \ I\ I \ I \ 63+ \ \ x \ \ P 56+ \ R I \ E I \ S I \ S 49+ \ U I \ R \ E I \ 42+ \ I \ P I \ S \ I 35+ \ \ \ 28+ \ \ I \ 21+ \ * <-20.0 psi @ 1100 gpm I Flow Test Point 14+ LEGEND TI I X = Required Water Supply I 59.12 psi @ 31.0 gpm 7+ I 0 = Available Water Supply I 74.63 psi @ 31.0 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 Casita : Lot 12 Seascape At Avena Ct 6658 Surfcrest St Carlsbad Ca. 92011 FILE NUMBER: 2017 DATE: October 1, 2017 -DESIGN DATA- R3 .05 GPM/ SQ.FT. 2 SPRINKLERS 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: 256 SQ. FT. 2 SPRINKLERS: Living Room 26 GPM 31 GPM 31 GPM@ 22.5 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 D.TE: 0/2/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE CASITA.SDF JOB TITLE: seascape casita 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 31.0 57.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 353.0 SOURCE 57.5 31.0 2 356.0 - - - - 46.4 - - 3 356.0 - - - - 42.4 - - - 4 356.0 - - - - 42.2 - - - 5 356.0 - - - - 30.2 - - - 6 356.0 HOSE STREAM 22.5 5.0 7 365.0 - - - - 13.7 - - - 8 369.0 - - - - 11.5 - - - 9 369.0 - - - - 7.6 - - - Si 369.0 K= 4.90 7.1 13.0 S2 369.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/2/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE CASITA.SDF JOB TITLE: seascape casita 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 31.0 0.995 PL 30.00 PF 9.8 1 353.0 SRCE 57.5 (N/A) 12.8 150 FTG ETG FE -1.3 2 356.0 0.0 46.4 0.0 0.251 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 356.0 0.0 46.4 0.0 4.0 psi, 31.0 gpm 3 356.0 0.0 42.4 0.0 Pipe: 3 31.0 1.025 PL 1.00 PF 0.2 3 356.0 0.0 42.4 0.0 12.1 150 FTG ---- PE 0.0 4 356.0 0.0 42.2 0.0 0.217 TL 1.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 356.0 0.0 42.2 0.0 12.0 psi, 31.0 gpm 5 356.0 0.0 30.2 0.0 Pipe: 5 31.0 1.380 FL 134.00 PF 7.8 5 356.0 0.0 30.2 0.0 6.7 150 FTG 4E FE 0.0 6 356.0 H.S. 22.5 5.0 0.051 TL 152.13 PV Pipe: 6 26.0 1.025 FL 9.00 PF 4.9 6 356.0 H.S. 22.5 5.0 10.1 150 FTG 22.0 FE -3.9 7 365.0 0.0 13.7 0.0 0.157 TL 31.00 PV Pipe: 7 26.0 1.101 PL 4.00 PF 0.4 7 365.0 0.0 13.7 0.0 8.8 150 FTG ---- FE -1.7 8 369.0 0.0 11.5 0.0 0.111 TL 4.00 PV Pipe: 8 26.0 1.101 FL 24.00 PF 3.9 8 369.0 0.0 11.5 0.0 8.8 150 FTG 11.0 FE 0.0 9 369.0 0.0 7.6 0.0 0.111 TL 35.00 PV Pipe: 9 13.0 1.101 FL 5.00 PF 0.6 9 369.0 0.0 7.6 0.0 4.4 150 FTG 14.0 FE 0.0 Si 369.0 4.9 7.1 13.0 0.031 TL 19.00 LW Pipe: 10 13.0 1.101 FL 6.00 PF 0.6 9 369.0 0.0 7.6 0.0 4.4 150 FTG 14.0 FE 0.0 S2 369.0 4.9 7.0 13.0 0.031 TL 20.00 PV NOTES (HASS) (1) 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/2/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE CASITA.SDF JOB TITLE: seascape casita 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 12.8 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 37.75 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 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 E 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 Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg 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 4 DATE: 10/2/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE CASITA.SDF JOB TITLE: seascape casita 04 04 ,-lU) -HC' 0> ) -1W LI) Cl) cUr- H-- l)r çin a 7-- V / V V V V -- V V H (N C) c 0 0 0 0 0 0 0 0 c 0 c 0 0 N W U) IV (() (N H NC/)C/)Dl)) — QCfl-H- - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DAE:' 10/2/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE CASITA. SDF JOB TITLE: seascape casita WATER SUPPLY CURVE 84+ 77+ 0 \ 70+ \ \ 63+ \ I \ x \ P 56+ \ R \ E I S I \ S 49+ \ U I \ R I \ E \ 42+ \ \ 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 57.52 psi @ 31.0 gpm 7+ I 0 = Available Water Supply I 74.63 psi @ 31.0 gpm U 0++-+---+----+-----+ ------+ --------+--------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)