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Home My WebLink About6683 PEREGRINE PL; ; FPR2017-0341; Permit:J iIIfli1II}4I Ccity of Carlsbad Print Date: 08/29/2022 Permit No: FPR2017-0341 Job Address: 6682 PEREGRINE PL, CARLSBAD, CA 92011 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl Parcel #: 2150432200 Track #: Applied: 10/05/2017 Valuation: $498,203.00 Lot #: Issued: 12/01/2017 Occupancy Group: Project #: DEV05095 Finaled Close Out: 03/08/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Workman, Carisa Plan Check #: Fieri, Dominic Project Title: SEASCAPE Description: SEASCAPE AT AVENA CT: SPRINKLER (PLAN 3 / LOT 9) -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 j97 2or7-- O34 MCMAHON FIRE PROTECTION INC P0 BOX 27116 SAN DIEGO CA. 92198 HYDRAULIC CALCULATIONS FOR Plan 3: Lot Seascape At Avena Ct Peregrine Ct 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@ 31.5 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: 9/23/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 3.SDF JOB TITLE: seascape plan 3 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 31.2 61.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 332.0 SOURCE 61.5 31.2 2 335.0 - - - - 50.3 - - - 3 335.0 - - - - 46.3 - - - 4 335.0 - - - - 46.1 - - - 5 335.0 - - - - 34.1 - - - 6 335.0 HOSE STREAM 31.5 5.0 7 344.0 - - - - 22.7 - - - 8 348.0 - - - - 20.5 - - - 9 348.0 - - - - 16.6 - - - 10 358.0 - - - - 10.4 - - - 11 358.0 - - - - 8.0 - - - Si 358.0 K= 4.90 7.2 13.2 S2 358.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/23/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 3.SDF JbB TITLE: seascape plan 3 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 31.2 0.995 Pb 30.00 PF 9.9 1 332.0 SRCE 61.5 (N/A) 12.9 150 FTG ETG PE -1.3 2 335.0 0.0 50.3 0.0 0.253 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 335.0 0.0 50.3 0.0 4.0 psi, 31.2 gpm 3 335.0 0.0 46.3 0.0 Pipe: 3 31.2 1.025 PL 1.00 PF 0.2 3 335.0 0.0 46.3 0.0 12.1 150 FTG ---- PE 0.0 4 335.0 0.0 46.1 0.0 0.219 TL 1.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 335.0 0.0 46.1 0.0 12.0 psi, 31.2 gpm 5 335.0 0.0 34.1 0.0 Pipe: 5 31.2 1.380 PL 40.00 PF 2.5 5 335.0 0.0 34.1 0.0 6.7 150 FTG 2E PE 0.0 6 335.0 H.S. 31.5 5.0 0.051 TL 49.07 PV Pipe: 6 26.2 1.025 Pb 9.00 PF 4.9 6 335.0 H.S. 31.5 5.0 10.2 150 FTG 22.0 PE -3.9 7 344.0 0.0 22.7 0.0 0.159 TL 31.00 PV Pipe: 7 26.2 1.101 PL 4.00 PF 0.4 7 344.0 0.0 22.7 0.0 8.8 150 FTG ---- PE -1.7 8 348.0 0.0 20.5 0.0 0.112 TL 4.00 PV Pipe: 8 26.2 1.101 PL 19.00 PF 3.9 8 348.0 0.0 20.5 0.0 8.8 150 FTG 16.0 PE 0.0 9 348.0 0.0 16.6 0.0 0.112 TL 35.00 PV Pipe: 9 26.2 1.101 PL 10.00 PF 1.9 9 348.0 0.0 16.6 0.0 8.8 150 FTG 7.0 PE -4.3 10 358.0 0.0 10.4 0.0 0.112 TL 17.00 PV Pipe: 10 14.7 1.101 Pb 42.00 PF 2.4 10 358.0 0.0 10.4 0.0 4.9 150 FTG 20.0 PE 0.0 11 358.0 0.0 8.0 0.0 0.038 TL 62.00 PV Pipe: 11 -11.5 1.101 PL 62.00 PF 2.4 11 358.0 0.0 8.0 0.0 3.9 150 FTG 35.0 PE 0.0 10 358.0 0.0 10.4 0.0 0.024 TL 97.00 PV Pipe: 12 13.2 1.101 Pb 11.00 PF 0.8 11 358.0 0.0 8.0 0.0 4.4 150 FTG 14.0 PE 0.0 Si 358.0 4.9 7.2 13.2 0.031 TL 25.00 PV Pipe: 13 13.0 1.101 FL 18.00 PF 1.0 11 358.0 0.0 8.0 0.0 4.4 150 FTG 14.0 FE 0.0 S2 358.0 4.9 7.0 13.0 0.031 TL 32.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/23/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 3.SDF JOB TITLE: seascape plan 3 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 27091255 granted by ERS 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 0.011 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 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 36.41 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-Eli TeeRun Kouplg ChkVlv GatViv 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: 9/23/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 3.SDF JOB TITLE: seascape plan 3 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 GatViv 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: 9/23/2017 C:\PROGRAN FILES\HASSDATA\SEASCAPE PLAN 3.SDF JOB TITLE: seascape plan 3 a) E E a a U U) C'J 'U 'a- 'aCe) (flU) U) U) Cl. a Z 'U QQ. 'aa 4J C/) (U• tJ• > 'a- N i am a 7-. V V V V V V V V (N 0 0 0 0 0 0 C C) 0 CD 0 0 0 0 0 CD O L CD LI) C) (N ((U) ClU)U)cl)JU) —Q.C/)-H-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/23/2017 C:\PROGRAN FILES\HASSDATA\SEASCAPE PLAN 3.SDF JOB TITLE: seascape plan 3 WATER SUPPLY CURVE 84+ 77+ 0 \ 70+ \ I \ I \ 63+ \ x \ I \ \ P 56+ \ R I \ E I S I \ S 49+ \ U I \ R \ E \ 42+ \ \ P I \ S I \ I 35+ \ \ \ 28+ \ \ \ \ 21+ I * <-20.0 psi @ 1100 gpm Flow Test Point 14+ LEGEND if I, I X = Required Water Supply I 61.46 psi @ 31.2 gpm 7+ 0 = Available Water Supply I 74.63 psi @ 31.2 gpm + ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)