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HomeMy WebLinkAbout3159 MADISON ST; B; FPR2020-0107; PermitPERMIT REPORT (ityof Carlsbad Print Date: 07/30/2021 Job Address: 3159 MADISON ST, U B, CARLSBAD, CA 92008-3085 Permit Type: FIRE-Construction Residential Work Class: Parcel U: 2040840500 Track U: Valuation: $207,603.78 Lot 4*: Occupancy Group: Project U: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Project Title: GOMEZ RENOVATION Description: GOMEZ RENOVATION - SFR 13D SPRINKLERS (16 HEADS) Permit No: FPR2020-0107 Status: Closed - Finaled Single Family Fire Sprinkli Applied: 09/17/2020 Issued: 11/23/202O DEV2018-0108 Finaled Close Out: 07/30/2021 Inspector: Final Inspection: FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) S $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) S $204.00 Total Fees: $575.00 Total Payments To Date: $575.00 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 !1 GGP FIRE PROTECTION, INC. 4765 GATESHEAD RD CARLSBAD,CA 92008 HYDRAULIC CALCULATIONS FOR MIKE GOMEZ REMODEL 3159 B MADISON ST CARLSBAD, CA 92008 DATE: SEPT 15, 2020 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF COVERAGE: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): '4 SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: R3/LJ .05 gpm/sq. ft. 2 REMOTE HEADS 16X16 . 2 sprinklers 26.2 gpm 31.2 gpm 26.2gpm @ 30.2psi 1/2 inch GGP FIRE PROTECTION, INC. TL CITY OF CARLSBAD / NORTH CO. FIRE 711174 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50100268 HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/15/2020 C:\PROGRAN FILES\HRS SYSTEMS\HASS\GOMEZ.SDF JOB TITLE: M GOMEZ WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 0 PRESS. 0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM). (PSI) SOURCE (N/A) 85.0 (N/A) 85.b 31.2 48.1 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 60.0 K= 4.90 7.0 13.0 2 60.0 K= 4.90 7.2 13.2 3 60.0 - - - - 7.6 4 60.0 - - - - '11.5 5 50.5 17.2 6 50.5 -- -- 21.2 TR 45.0 - - - - 24.2 BR 45.0 - - - - 30.2 - - - DS 41.0 HOSE STREAM 33.3 5.0 A 40.0 - - - - 34.2 Ml 40.0 - - - - 40.0 M2 40.0 - - - - 44.0 SOURCE 40.0 SOURCE 48.1 31.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/15/2020 C:\PROGRAM FILES\HRS SYSTEMS\HASS\GOMEZ.SDF JOB TITLE: M GOMEZ PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13.0 1.101 PL 7.50 PF 0.5 1 60.0 4.9 7.0 13.0 4.4 150 FTG TL PE 0.0 3 60.0 0.0 7.6 0.0 0.031 TL 17.50 PV Pipe: 2 -13.2 1.101 PL 0.50 PF 0.3 2 60.0 4.9 7.2 13.2 4.4 150 FTG TL PE 0.0 3 ' 60.0 0.0 7.6 0.0 0.031 TL 10.50 PV Pipe: 3 -26.2 1.101 PL 24.08 PF 3.9 3 '60.0 0.0 7.6 0.0 8.8 150 FTG 2TR PE 0.0 4 60.0 0.0 11.5 0.0 0.112 TL 35.08 PV Pipe: 4 -26.2 1.101 PL 9.50 PF 1.6 4 60.0 0.0 11.5 0.0 8.8 150 FTG T PE 4.1 5 50.5 0.0 17.2 0.0 0.112 TL 14.50 PV Pipe: 5 -26.2 1.101 PL 19.08 PF 3.9 5 50.5 0.0 17.2 0.0 8.8 150 FTG 2TLR PE 0.0 6 50.5 0.0 21.2 0.0 0.112 TL 35.08 PV Pipe: 6 ' -26.2 1.101 PL 5.50 PF 0.6 6 50.5 0.0 21.2 0.0 8.8 150 FTG ---- PE 2.,4 TR 45.0 0.0 24.2 0.0 0.112 TL 5.50 PV Pipe: 7 FIXED PRESSURE LOSS DEVICE BR ' 45.0 0.0 30.2 0.0 6.0 psi, 26.2 gpm TR 45.0 0.0 24.2 0.0 Pipe: 8 -26.2 1.101 PL 4.00 PF 1.3 BR 45.0 0.0 30.2 0.0 8.8 150 FTG C PE 1.7 DS 41.0 H.S. 33.3 5.0 0.112 TL 12.00 PV Pipe: 9 -31.2 1.101 PL 1.00 PF 0.5 DS 41.0 H.S. 33.3 5.0 10.5 150 FTG 2E PE 0.4 A 40.0 0.0 34.2 0.0 0.155 TL 3.00 PV Pipe: 10 -31.2 1.394 PL 105.25 PF 5.8 A 40.0 0.0 34.2 0.0 6.6 150 FTG ' ETL PE 0.0 Ml 40.0 0.0 40.0 0.0 0.049 TL 119.25 PV Pipe: 11 FIXED PRESSURE LOSS DEVICE M2 40.0 0.0 44.0 0.0 4.0 psi, 31.2 gpm Ml 40.0 0.0 40.0 0.0 Pipe: 12 -31.2 1.055 PL 13.75 PF 4.1 M2 40.0 0.0 44.0 0.0 11.4 150 FTG T PE 0.0 SOURCE ' 40.0 SRCE 48.1 (N/A) 0.190 TL 21.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/15/2020 C:\PROGRAN FELES\HRS SYSTEMS\HASS\GOMEz.SDF JOB TITLE: M GOMEZ NOTES (HASS): Calculations were performed by the HASS 8.5 computer program under license no. 50100268 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 0.003 gpm and a maximum imbalance at any node of 0.030 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.4 ft/sec at pipe 12. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at-source node SOURCE under full flow conditions is 85.00 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L T R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E .T F R K C G N Ell Tee 45-Ell TeeRun Koupig ChkVlv GatVlv NPTee 1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00 20 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results), 100 100.0 A 80.0 60.0 40.0 p 20.0 B 0.0 -14.7 WATER 'SUPPLY ANALYSIS SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE:-9/ 15/2020 C:\PROGRAM FILES\HRS SYSTEMS\HASS\GOMEZ . SDF JOB TITLE:M GOMEZ WATER SUPPLY CURVE 96+ 88+ 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 80+ 72+ P64+ RI E.I S I S56+ U I R I E I 48X P S I I ) 40+ I 32+ 24+ 16+ LEGEND I X = Required Water Supply " I 48.15 psi @ 31.2 •gpm 8+ I 0 = Available Water Supply " 85.00 psi @ 31.2 gpm --------+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)