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HomeMy WebLinkAbout3687 VALLEY ST; ; FPR2018-0131; PermitCity of PER M IT REPORT Carlsbad Print Date: 10/05/2022 Permit No: FPR2018-0131 Job Address: 3687 VALLEY ST, CARLSBAD, CA 92008-2640 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkli Parcel #: Track #: Applied: 07/11/2018 Valuation: $0.00 Lot #: Issued: 08/20/2018 Occupancy Group: Project #: . Finaled Close Out: 04/15/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Wong, Cindy Plan Check #: Fieri, Dominic Project Title: Description: MAZUR RESIDENCE -SPRINKLER INSTALLATION (27 HEADS) Applicant: FPContractor: SERGIO ARREOLA SERGIO ARREOLA SERGIO ARREOLA 6893 BROWNING RD 6893 BROWNING RD HIGHLAND, CA 92346-5012 HIGHLAND, CA 92346-5012 (909) 674-7151 (909) 674-7151 FEE AMOUNT FIRE NFPA 13D Single Family System (Insp/Bldg) $121.00 FIRE NFPA 13D Single Family System (Plan Review) $239.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $132.00 Total Fees: $492.00 Total Payments To Date: $492.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 1 I www.carlsbadca.gov FPR20I8-0131 3687 Valley ST MAZUR RESIDENCE - SPRINKLER INSTALLATION (27 HEADS) JEwdE FERDv 1635 Farada 7/11/2018 Phone: 760-6) FPR20I8-0131 RECEIVED JUL i 12018 CARLS bAD FIRE DEPARTI\.IENF Prgject nformat)on Project Name Scope of Worl( VIE Associated Building Permit# (if applicable) Fire Sprinkler System: Number of risers -L Number of heads 27 El Fire Alarm Eli Underground: Number of hydrant Sprinkler Monitoring Other: El New system Tenant Improvement Contractor Information Company Name - j 17a m r-5pc Address fO zA stateCzip4 Applicant Name IT Phone)7f7L/ Email flô_$obj. v-4 Contractor License Number and Type 16 2-7772, Exp. Date City Business License Number Signature Date CUSTOM FIRE SPRINKLERS, INC. 6983 BROWNING ROAD HIGHLAND, CA 92346 HYDRAULIC CALCULATIONS FOR MAZUR RESIDENCE 3687 VALLEY ST., CARLSBAD DRAWING NUMBER: DATE: JUL 2, 2018 -DESIGN DATA- REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: 2ND FLR OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: 20 gpm/head AREA OF APPLICATION: NFPA 13D 1-HEAD CALC COVERAGE PER SPRINKLER: 20 X 20 sq. ft. TYPE OF SPRINKLERS CALCULATED: RESIDENTIAL 4.9K NUMBER OF SPRINKLERS CALCULATED: 01 *IN_RACK SPRINKLER DEMAND: gpm HOSE-STREAM DEMAND: gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 125.0 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 25 gpm 8 33 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY Source: 55 Test Date: 7-2-18 Test By: Location: FIRE HYDRANT Static: 55 psi Residual: 20 psi Flow: 15000 gpm Source Elevation Relative to Finished Flow Level: ft. INSTALLING CONTRACTOR Name: CUSTOM FIRE SPRINKLER, INC. Address: 6983 BROWNING ROAD Phone: 909-674-7151 Certification number: 1022721 NAME OF DESIGNER: HENRY CAD, PE AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. NOTES: Calculations performed by HASS under license # 092660, granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) LEGEND 1 A Available pressure 54.65 psi 8 125.0 gpm b . 1A 50 .( 2A G A 40.( U G E 30.( P R 20. E S S U 10.( R E 2 A Required pressure A M Req. OnSite Demand Press. 47.06 psi 8 25.0 gpm Source Supply Curve System Demand Curve Available at Source 47.06 psi 8 125.0 gpm Avail. OnSite Demand Press. 54.65 psi 8 25.0 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/2/2018 C:\HASS DATA TAD\MAZUR.SDF JOB TITLE: MAZUR RESIDENCE 1-HEAD WATER SUPPLY ANALYSIS Static: 55.00 psi Resid: 20.00 psi Flow: 1500.0 gpm 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) lote: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/2/2018 C:\HASS DATA TAD\MAZUR.SDF JOB TITLE: MAZUR RESIDENCE 1 -HEAD NFPA 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 55.0 20.0 1500.0 54.6 125.0 47.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 125.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) is 10.0 - - - - 22.7 - - - 2S 10.0 - - - - 22.7 - - - 3 10.5 - - - - 22.5 - - - 4 10.5 - - - - 22.5 5 20.5 - - - - 18.2 - - - 6S 20.0 K= 4.90 16.7 20.0 7 20.5 - - - - 18.2 8 20.5 - - - - 22.7 - - - 9 10.5 - - - - 27.4 - - - TR 10.5 - - - - 28.3 - - - BR 1.0 HOSE STREAM 33.0 5.0 Mi -2.0 - - - - 36.3 - - - M2 -2.0 - - - - 41.3 - - - SOURCE -6.0 SOURCE 47.1 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/2/2018 C:\HASS DATA TAD\MAZUR.SDF JOB' TITLE: MAZUR RESIDENCE 1-HEAD NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 11.50 150 0.2 is 10.0 22.7 0.0 0.750 2E: 4.0 4.00 0.2 3 10.5 22.5 0.0 0.874 15.50 0.000 0.0 Pipe: 2 0.0 0.0 2.75 150 0.0 3 10.5 22.5 0.0 1.000 E: 2.5 8.50 0.0 4 10.5 22.5 0.0 1.101 T: 6.0 11.25 0.000 0.0 Pipe: 3 0.0 0.0 4.75 150 0.2 2S 10.0 22.7 0.0 0.750 E: 2.0 6.90 0.2 4 10.5 22.5 0.0 0.874 T: 4.9 11.65 0.000 0.0 Pipe: 4 0.0 0.0 11.50 150 -4.3 5 20.5 18.2 0.0 1.000 2E: 5.0 5.00 -4.3 4 10.5 22.5 0.0 1.101 16.50 0.000 0.0 Pipe: 5 0.0 0.0 10.25 150 0.0 5 20.5 18.2 0.0 1.000 T: 6.0 6.00 0.0 7 20.5 18.2 0.0 1.101 16.25 0.000 0.0 Pipe: 6 4.90 20.0 Disch 3.25 150 1.5 7 20.5 18.2 0.0 0.750 T: 4.9 4.90 -0.2 6S 20.0 16.7 20.0 0.874 8.15 0.209 1.7 Pipe: 7 0.0 0.0 50.50 150 4.6 8 20.5 22.7 20.0 6S 1.000 2E: 5.0 17.00 0.0 7 20.5 18.2 20.0 1.101 2T:12.0 67.50 0.068 4.6 Pipe: 8 0.0 0.0 10.00 150 4.7 9 10.5 27.4 20.0 7 1.250 T: 7.3 7.30 4.3 8 20.5 22.7 20.0 1.394 17.30 0.022 0.4 Pipe: 9 0.0 0.0 20.50 150 0.8 TR 10.5 28.3 20.0 8 1.250 3E:11.4 18.70 0.0 9 10.5 27.4 20.0 1.394 T: 7.3 39.20 0.022 0.8 Pipe: 10 0.0 0.0 2E: 7.6 9.50 150 4.7 BR 1.0 33.0 20.0 9 1.250 C:11.0 19.40 4.1 TR 10.5 28.3 20.0 1.394 G: 0.8 28.90 0.022 0.6 Pipe: 11 H.S. 5.0 Disch 50.00 150 3.3 Ml -2.0 36.3 20.0 TR 1.250 3E:11.4 11.40 1.3 BR 1.0 33.0 25.0 1.394 61.40 0.033 2.0 Pipe: 12 0.0 Fixed Pressure Loss Device M2 -2.0 41.3 25.0 BR 5.0 psi, 25.0 gpm Ml -2.0 36.3 25.0 Pipe: 13 Source 0.0 E: 2.5 30.00 150 5.7 SOURCE -6.0 47.1 25.0 Ml 1.000 T: 6.0 8.90 1.7 M2 -2.0 41.3 25.0 1.101 G: 0.4 38.90 0.103 4.0 ep!fl Ieuofli OIM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/2/2018 C:\HASS DATA TAD\MAZUR.SDF JOB TITLE: MAZUR RESIDENCE 1-HEAD NOTES (BASS): Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 50082066 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 0.001 gpm and a maximum imbalance at any node of 0.019 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 6. 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 54.63 psi with a flow of 127.50 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 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 0.874 1.10 2.00 4.90 1.40 1.00 5.00 0.40 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 CUSTOM FIRE SPRINKLERS, INC. 6983 BROWNING ROAD HIGHLAND, CA 92346 HYDRAULIC CALCULATIONS FOR MAZUR RESIDENCE 3687 VALLEY ST., CARLSBAD DRAWING NUMBER: DATE: JUL 2, 2018 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: 1ST FLR OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: 13 gpm/head AREA OF APPLICATION: NFPA 13D 2-HEAD CALC COVERAGE PER SPRINKLER: 16 X 16 sq. ft. TYPE OF SPRINKLERS CALCULATED: RESIDENTIAL 4.9K NUMBER OF SPRINKLERS CALCULATED: 02 *INRACK SPRINKLER DEMAND: gpm HOSE-STREAM DEMAND: gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 131.6 gpm FLOW AND PRESSURE (AT BASE OF RISER): 31.6 gpm @ 27.4 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY Source: 55 Test Date: 7-2-18 Test By: Location: FIRE HYDRANT Static: 55 psi Residual: 20 psi Flow: 15000 gpm Source Elevation Relative to Finished Flow Level: ft. INSTALLING CONTRACTOR Name: CUSTOM FIRE SPRINKLER, INC. Address: 6983 BROWNING ROAD Phone: 909-674-7151 Certification number: 1022721 NAME OF DESIGNER: HENRY CAO, PE AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. NOTES: Calculations performed by HASS under license # 092660, granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/2/2018 C:\HASS DATA TAD\MAZUR.SDF -JOIJ TITLE: MAZUR RESIDENCE 1-HEAD WATER SUPPLY ANALYSIS Static: 55.00 psi Resid: 20.00 psi Flow: 1500.0 gpm 60. C 1A LEGEND 50. 2A G A 40.( U G E 30.( P R 20. E S S U b.c R E Available pressure 54.61 psi @ 131.6 gpm Required pressure 44.66 psi @ 131.6 gpm Avail. OnSite Demand Press. 54.61 psi 8 31.6 gpm Req. OnSite Demand Press. 44.66 psi 8 31.6 gpm Source Supply Curve System Demand Curve Available at Source 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) lote: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/2/2018 C:\HASS DATA TAD\MAZUR.SDF JOt TITLE: MAZUR RESIDENCE 1-HEAD NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 55.0 20.0 1500.0 54.6 131.6 44.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 131.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) is 10.0 K= 4.90 7.0 13.0 2S 10.0 K= 4.90 7.7 13.6 3 10.5 - - - - 8.3 - - - 4 10.5 - - - - 8.6 - - - 5 20.5 - - - - 6.2 - - - 6S 20.0 - - - - 8.3 7 20.5 - - - - 8.1 - - - 8 20.5 - - - - 15.8 - - - 9 10.5 - - - - 20.8 TR 10.5 - - - - 22.2 - - - ER 1.0 HOSE STREAM 27.4 5.0 Ml -2.0 - - - - 31.8 M2 -2.0 - - - - 36.8 - - - SOURCE -6.0 SOURCE 44.7 31.6 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/2/2018 C:\HASS DATA TAD\MAZUR.SDF JOB TITLE: MAZUR RESIDENCE 1-HEAD NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 4.90 13.0 Disch 11.50 150 1.2 3 10.5 8.3 0.0 0.750 2E: 4.0 4.00 -0.2 is 10.0 7.0 13.0 0.874 15.50 0.094 1.5 Pipe: 2 0.0 0.0 2.75 150 0.3 4 10.5 8.6 13.0 is 1.000 E: 2.5 8.50 0.0 3 10.5 8.3 13.0 1.101 T: 6.0 11.25 0.031 0.3 Pipe: 3 4.90 13.6 Disch 4.75 150 1.0 4 10.5 8.6 0.0 0.750 E: 2.0 6.90 -0.2 2S 10.0 7.7 13.6 0.874 T: 4.9 11.65 0.102 1.2 Pipe: 4 0.0 13.6 2S 11.50 150 -2.4 5 20.5 6.2 13.0 3 1.000 2E: 5.0 5.00 -4.3 4 10.5 8.6 26.6 1.101 16.50 0.115 1.9 Pipe: 5 0.0 0.0 10.25 150 1.9 7 20.5 8.1 26.6 4 1.000 T: 6.0 6.00 0.0 5 20.5 6.2 26.6 1.101 16.25 0.115 1.9 Pipe: 6 0.0 0.0 3.25 150 0.2 6S 20.0 8.3 0.0 0.750 T: 4.9 4.90 0.2 7 20.5 8.1 0.0 0.874 8.15 0.000 0.0 Pipe: 7 0.0 0.0 50.50 150 7.8 8 20.5 15.8 26.6 5 1.000 2E: 5.0 17.00 0.0 7 20.5 8.1 26.6 1.101 2T:12.0 67.50 0.115 7.8 Pipe: 8 0.0 0.0 10.00 150 5.0 9 10.5 20.8 26.6 7 1.250 T: 7.3 7.30 4.3 8 20.5 15.8 26.6 1.394 17.30 0.036 0.6 Pipe: 9 0.0 0.0 20.50 150 1.4 TR 10.5 22.2 26.6 8 1.250 3E:11.4 18.70 0.0 9 10.5 20.8 26.6 1.394 1: 7.3 39.20 0.036 1.4 Pipe: 10 0.0 0.0 2E: 7.6 9.50 150 5.2 BR 1.0 27.4 26.6 9 1.250 C:11.0 19.40 4.1 TR 10.5 22.2 26.6 1.394 G: 0.8 28.90 0.036 1.1 Pipe: ii H.S. 5.0 Disch 50.00 150 4.4 Mi -2.0 31.8 26.6 TR 1.250 3E:11.4 11.40 1.3 BR 1.0 27.4 31.6 1.394 61.40 0.050 3.1 Pipe: 12 0.0 Fixed Pressure Loss Device M2 -2.0 36.8 31.6 BR 5.0 psi, 31.6 gpm Mi -2.0 31.8 31.6 Pipe: 13 Source 0.0 E: 2.5 30.00 150 7.9 SOURCE -6.0 44.7 31.6 Mi 1.000 T: 6.0 8.90 1.7 M2 -2.0 36.8 31.6 1.101 G: 0.4 38.90 0.158 6.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/2/2018 C:\HASS DATA TAD\MAZUR.SDF JOI TITLE: MAZUR RESIDENCE 1-HEAD NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 50082066 granted by f-IRS 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 0.004 gpm and a maximum imbalance at any node of 0.048 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.6 ft/sec at pipe 13. 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 54.59 psi with a flow of 135.76 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 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 0.874 1.10 2.00 4.90 1.40 1.00 5.00 0.40 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80