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Home My WebLink About7601 ROMERIA ST; ; FPR2018-0105; PermitCr'city of Carlsbad Print Date: 12/06/2024 Permit No: FPR2018-0105 Job Address: 7601 ROMERIA ST, CARLSBAD, CA 92009-8348 Permit Type: FIRE-Construction Residential Work Class: Parcel#: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project : #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Status: Closed - Finaled Single Family Fire Sprinkl Applied: 04/23/2018 Issued: 09/25/2019 DEV2016-0057 Finaled Close Out: 01/28/2020 Final Inspection: INSPECTOR: Salcedo, Felix Project Title: 7601 ROMERIAST Description: K.F. STEPHENS (ROMERIA STREET RESIDENCE) -SPRINKLER Applicant: FPContractor: SYMONS FIRE PROTECTION SYMONS FIRE PROTECTION INC ANGELA ZUMAYA 9475 CHESAPEAKE DR 9475 CHESAPEAKE DR SAN DIEGO, CA 92123-1336 SAN DIEGO, CA 92123-1336 (619) 588-6364 (619) 588-6364 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 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY, CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ROMERIA STREET RESIDENCES REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0120 DATE: 4-19-18 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: 512 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 28.5 gpm TOTAL WATER REQUIRED (including hose): 33.5 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 5 BOR): 28.5 gpm @ 54.0 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.9 DESIGN/LAYOUT BY: CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 138 psi-(10% 124 PSI) RESIDUAL: 137 psi FLOW: 500 gpm WATER DEPARTMENT: CARLSBAD WATER DIST. 3-12-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/19/2018 C:\PROGRAM FILES\HRS SYSTEMS\HA5583\18-0120.SDF JOB 'TITLE: ROMERIA ST - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 124.0 123.0 500.0 124.0 33.5 81.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 33.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 81.7 33.5 2 3.0 - - - - 72.0 3 3.0 - - - - 68.0 4 3.0 - - - - 61.7 5 7.0 HOSE STREAM 54.0 5.0 6 13.0 - - - - 49.7 - - - 7 13.0 - - - - 46.6 - - - 8 13.0 - - - - 36.2 - - - 9 13.0 - - - - 36.3 10 13.0 - - - - 25.7 - - - 11 16.0 K= 4.90 10.0 15.5 12 16.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/19/2018 C:\FROGRAM FILES\HRS SYSTEMS\HASS83\18-0120.SDF JOB TITLE: ROMERIA ST - 2 HEAD CALC. - 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 33.5 0.995 PL 20.00 PF 8.4 1 0.0 SRCE 81.7 (N/A) 13.8 150 FTG TG PE -1.3 2 3.0 0.0 72.0 0.0 0.289 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 72.0 0.0 4.0 psi, 33.5 gpm 3 3.0 0.0 68.0 0.0 Pipe: 3 33.5 1.069 PL 30.00 PF 6.3 3 3.0 0.0 68.0 0.0 12.0 150 FTG 1.0 PE 0.0 4 3.0 0.0 61.7 0.0 0.204 TL 31.00 PV Pipe: 4 33.5 1.025 PL 5.00 PF 6.0 4 3.0 0.0 61.7 0.0 13.0 150 FTG 19.0 PE -1.7 5 7.0 H.S. 54.0 5.0 0.250 TL 24.00 PV Pipe: 5 28.5 1.101 PL 6.00 PF 1.7 5 7.0 H.S. 54.0 5.0 9.6 150 FTG 7.0 PE -2.6 6 13.0 0.0 49.7 0.0 0.131 TL 13.00 PV Pipe: 6 28.5 1.101 FL 9.00 FE 3.1 6 13.0 0.0 49.7 0.0 9.6 150 FTG 15.0 PE 0.0 7 13.0 0.0 46.6 0.0 0.131 TL 24.00 PV Pipe: 7 14.0 0.874 PL 63.00 PF 10.3 7 13.0 0.0 46.6 0.0 7.5 150 FTG 32.0 PE 0.0 8 13.0 0.0 36.2 0.0 0.109 TL 95.00 PV Pipe: 8 14.0 0.874 PL 47.00 PF 10.5 8 13.0 0.0 36.2 0.0 7.5 150 FTG 49.0 FE 0.0 10 13.0 0.0 25.7 0.0 0.109 TL 96.00 PV Pipe: 9 14.4 0.874 FL 59.00 FE 10.3 7 13.0 0.0 46.6 0.0 7.7 150 FTG 31.0 FE 0.0 9 13.0 0.0 36.3 0.0 0.114 TL 90.00 PV Pipe: 10 14.4 0.874 PL 65.00 FE 10.5 9 13.0 0.0 36.3 0.0 7.7 150 FTG 27.0 FE 0.0 10 13.0 0.0 25.7 0.0 0.114 TL 92.00 PV Pipe: 11 28.5 0.874 FL 9.00 FE 14.5 10 13.0 0.0 25.7 0.0 15.2 150 FTG 27.0 FE -1.3 11 16.0 4.9 10.0 15.5 0.402 TL 36.00 PV Pipe: 12 13.0 0.874 FL 16.00 FE 2.9 11 16.0 4.9 10.0 15.5 7.0 150 FTG 15.0 FE 0.0 12 16.0 4.9 7.0 13.0 0.094 TL 31.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/19/2018 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\18-0120.SDF JOB TITLE: ROMERIA ST - 2 HEAD CALC. NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.015 gpm and a maximum imbalance at any node of 0.166 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.2 ft/sec at pipe 11. 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 123.99 psi with a flow of 41.94 gpm. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * 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 1.069 2.19 5.48 2.19 5.48 6.58 1.10 10.96 10.96 5.48 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/19/2018 C:\PROGRAI4 FILES\HRS SYSTEMS\HASS83\18-0120.SDF JOB TITLE: ROMERIA ST - 2 HEAD CALC. PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 140.0 G 112.0 A U G E 1 WATER SUPPLY ANALYSIS Static: 124.00 psi Resid: 123.00 psi Flow: 500.0 gpm LEGEND i Available pressure 123.99 psi 8 33.5 gpm 2 Required pressure 81.71 psi 8 33.5 gpm A. Source Supply Curve B. System Demand Curve P R 84.0 2 E S S U R E 56.0 p S i 28.0 B 0.0 -14.7 100 150 200 250 300 350 400 450 500 FLOW (GPM) Dashed Lines indicate extrapolated values from Test Results ;ite pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/19/2018 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\18-0120.SDF - JOB TITLE: ROMERIA ST - 2 HEAD CALC. WATER SUPPLY CURVE 132+ 0\\\\\\\\\\\\\\\\\* <-123.0 psi @ 500 gpm 121+ Flow Test Point 110+ 99+ P 88+ R I E X S I S77+ U I R I E I 66+ P S I I 55+ ) I 44+ 33+ 22+ LEGEND I U I X = Required Water Supply I 81.71 psi @ 33.5 gpm 11+ 0 = Available Water Supply 123.99 psi @ 33.5 gpm 0 + + -+ - - -+ - - - -+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)