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HomeMy WebLinkAbout6651 SURF CREST ST; ; FPR2017-0340; PermitPERXT REPORT N M ops:411 Print Date: 08/15/2022 Job Address: 6651 SURF CREST ST, CARLSBAD, CA Permit Type: FIRE-Construction Residential Work Class: Parcel #: 2150432300 Track #: Valuation: $266,473.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPR2017-0340 Status: Closed - Finaled Single Family Fire Sprinki Applied: 10/05/2017 Issued: 12/01/2017 DEV05095 Finaled Close Out: 04/13/2021 Final Inspection: INSPECTOR: Stowe, Daniel Wong, Cindy Project Title: SEASCAPE Description: SEASCAPE AT AVENA CT - SPRINKLER (PLAN 1 / LOT 10) 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 760-602-8561 f I www.carlsbadca.gov MCMAHON FIRE PROTECTION INC P0 BOX 27116 SAN DIEGO CA. 92198 HYDRAULIC CALCULATIONS FOR Plan 1: Lot 10 Seascape At Avena Ct 6651 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@ 27 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: 9/27/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 1.SDF JOB TITLE: seascape plan 1 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 57.0 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) 1 355.0 SOURCE 57.0 31.0 2 355.0 - - - - 45.9 - - - 3 355.0 - - - - 41.9 - - - 4 355.0 - - - - 41.7 - - - 5 355.0 - - - - 29.7 - - - 6 355.0 HOSE STREAM 27.0 5.0 7 364.0 - - - - 18.2 - - - 8 368.0 - - - - 16.0 - - - 9 368.0 - - - - 10.1 - - - 10 368.0 - - - - 7.8 - - - Si 368.0 K= 4.90 7.0 13.0 S2 368.0 K= 4.90 7.1 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/7/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 1.SDF JOB TITLE: seascape plan 1 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 35.00 PF 11.1 1 355.0 SRCE 57.0 (N/A) 12.8 150 FTG ETG PE 0.0 2 355.0 0.0 45.9 0.0 0.251 TL 44.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 355.0 0.0 45.9 0.0 4.0 psi, 31.0 gpm 3 355.0 0.0 41.9 0.0 Pipe: 3 31.0 1.025 PL 1.00 PF 0.2 3 355.0 0.0 41.9 0.0 12.1 150 FTG ---- PE 0.0 4 355.0 0.0 41.7 0.0 0.217 TL 1.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 355.0 0.0 41.7 0.0 12.0 psi, 31.0 gpm 5 355.0 0.0 29.7 0.0 Pipe: 5 31.0 1.380 PL 35.00 PF 2.7 5 355.0 0.0 29.7 0.0 6.7 150 FTG 4E PE 0.0 6 355.0 H.S. 27.0 5.0 0.051 TL 53.13 PV Pipe: 6 26.0 1.025 PL 9.00 PF 4.9 6 355.0 H.S. 27.0 5.0 10.1 150 FTG 22.0 PE -3.9 7 364.0 0.0 18.2 0.0 0.157 TL 31.00 PV Pipe: 7 26.0 1.101 PL 4.00 PF 0.4 7 364.0 0.0 18.2 0.0 8.8 150 FTG ---- PE -1.7 8 368.0 0.0 16.0 0.0 0.111 TL 4.00 PV Pipe: 8 26.0 1.101 PL 37.00 PF 6.0 8 368.0 0.0 16.0 0.0 8.8 150 FTG 17.0 PE 0.0 9 368.0 0.0 10.1 0.0 0.111 TL 54.00 PV Pipe: 9 13.4 1.101 PL 50.00 PF 2.2 9 368.0 0.0 10.1 0.0 4.5 150 FTG 19.0 PE 0.0 10 368.0 0.0 7.8 0.0 0.032 TL 69.00 PV Pipe: 10 -12.7 1.101 PL 50.00 PF 2.2 10 368.0 0.0 7.8 0.0 4.3 150 FTG 26.0 PE 0.0 9 368.0 0.0 10.1 0.0 0.029 TL 76.00 PV Pipe: 11 13.0 1.101 PL 12.00 PF 0.8 10 368.0 0.0 7.8 0.0 4.4 150 FTG 14.0 PE 0.0 51 368.0 4.9 7.0 13.0 0.031 TL 26.00 PV Pipe: 12 13.0 1.101 PL 11.00 PF 0.8 10 368.0 0.0 7.8 0.0 4.4 150 FTG 14.0 PE 0.0 S2 368.0 4.9 7.1 13.0 0.031 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/27/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 1.SDF JOB TITLE: seascape plan 1 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 0.007 gpm and a maximum imbalance at any node of 0.077 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 37.70 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 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 Kouplg ChkViv 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: 9/27/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 1.SDF JOE TITLE: seascape plan 1 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: 9/27/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 1.SDF JOB TITLE: seascape plan 1 )1) E a a 0 0 cn )H OrH (U E U) U) a -(:) a c Ui-H -H -- Z U) (U HW 0>1 -HW Cl) (U• Ci'. >1 >-'1' 3iW 1C- Cl:LO 04 a Ci /-- V / / / / V -- / / - I I (N 0 0 0 0 0 0 0 0 0 H 0 0 0 0 0 0 0 0 0 N -U LO C') (N —a(n- H---- a 0 0 0 H 0 H --1 U) 04 0 0 (N U) -'-4 Cr) a (/)0 H Ci) z.. (15 C14 4-) ia4 U) C') SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE.: 9427/2017 C:\PROGRAM FILES\HASSDATA\SEASCAPE PLAN 1.SDF JOB TITLE: seascape plan 1 WATER SUPPLY CURVE 84+ 77+ 0 \ I\ 70+ \ 63+ \ I \ \ x P56+ R I \ E S I \ S 49+ U I R \ E \ 42+ \ \ P I \ S \ 35+ \ \ I \ I \ 28+ \ I \ I \ 21+ I * <-20.0 psi 8 1100 gpm Flow Test Point 14+ LEGEND I, I X = Required Water Supply I 56.96 psi 8 31.0 gpm 7+ I 0 = Available Water Supply I 74.63 psi 8 31.0 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)