Loading...
HomeMy WebLinkAbout4205 SKYLINE RD; ; FPR2018-0189; Permit:11 caty of Carlsbad :.'. .' .. . Print Date: 10/24/2024 Permit No: FPR2018-0189 Job Address: 4205 SKYLINE RD, CARLSBAD, CA 92008-3643 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl Parcel #: Track #: Applied: 10/17/2018 Valuation: $0.00 Lot #: Issued: 03/19/2019 Occupancy Group: Project #: Finaled Close Out: 12/05/2019 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Fieri, Dominic Plan Check #: Maldonado, Adalmira Project Title: Description: CIAMOLI RESIDENCE - SPINKLER SYSTEM (1) RISER, (65 HEADS) FPContractor: EZFIRE AND ELECTRICAL BEHROZ MOSTOFIAN 832 YANKEE POINT WAY OCEANSIDE, CA 92058-6933 (562) 500-3847 FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 Total Fees: $371.00 Total Payments To Date: $371.00 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 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. ljving vvater üeslgns ifiarrnoii residence Scottsdale, AZ 85260 1 c General Project Data Report I General Data —1 Project Title: Ciarmoli residence Project File Name: loft 2h 14..fiw Designed By: Derek Chandler Date: October 10, 2018 Code Reference: Approving Agency: "F" FITTING = "T' RUN I B = ANGLE VALVE Client Name: Phone: Address: City, State Zip Code: Company Name: Representative: Company Address: City And State: Phone: Building Name: loft 2-heads Building Owner: Contact at Building: Ben Mostofian Phone at Building: (562) 500-3847 Address Of Building: 4205 Skyline Rd City, State Zip Code: Carlsbad, CA [PjtData Description Of Hazard: Residential Design Area Of Water Application: 392 ft2 Default Sprinkler K-Factor: 3.70 K Inside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Senju Size: 7/16 Residual = Static - 10% EWaterSupplyTest Data Source Of Information: Test Hydrant ID: Hydrant Elevation: 0 ft Test Flow Rate: 1000.00 gpm Calculated System Flow Rate: 25.14 gpm Available Residual Pressure At 66.99 psi System Flow: [Calculation, Proje_çpata Sprinkler System Type: Wet Maximum Area Per Sprinkler: 196 ft2 Default Pipe Material: BLAZEMASTER CPVC Outside Hose Stream Allowance: 0.00 gpm Model: RCRES Temperature Rating: 162 F Date Of Test: Static Pressure: 67.00 psi Test Residual Pressure: 60.30 psi Calculated Inflow Residual Pressure: 58.94 psi Calculation Mode: Demand HMD Minimum Residual Pressure: 7.31 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Maximum Water Velocity: 0.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psi Number Of Active Nodes: 24 Number Of Active Pipes: 23 Number Of Inactive Pipes: 27 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living vvater Designs ciarmoii resicience Scottsdale, AZ 85260 - Page 2 Fire Sprinkler Output Data [Overall Pipe Output Data PF-(psi) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. End. KFactor Elevation Discharge Pressure Inside Dia. Q WPM) (psi/ft) Fit-Len. PE-(psi) Node (K) (feet) WPM) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) Type-Grp M 1 3.70 31.00 10.13 7.50 1.00 10.13 0.01935 0.50 0.145 2 0.00 31.50 0.00 7.43 1.101 10.13 E 7.00 -0.217 BLAZEMASTER CPVC 150 3.41 0 7.50 -0.071 3 3.70 32.00 10.00 7.31 1.00 10.00 0.01889 0.50 0.142 4 0.00 32.50 0.00 7.24 1.101 10.00 E 7.00 -0.217 BLAZEMASTER CPVC 150 3.37 0 7.50 -0.075 2 0.00 31.50 0.00 7.43 1.00 0.00 0.01935 9.00 0.484 5 0.00 32.50 0.00 7.48 1.101 10.13 2F2E 16.00 -0.433 BLAZEMASTER CPVC 150 3.41 0 25.00 0.051 4 0.00 32.50 0.00 7.24 1.00 0.00 0.01889 8.00 0.246 5 0.00 32.50 0.00 7.48 1.101 10.00 T 5.00 0.000 BLAZEMASTER CPVC 150 3.37 0 13.00 0.246 5 10 0.00 32.50 0.00 31.50 BLAZEMASTER CPVC 0.00 0.00 7.48 12.81 1.00 1.101 150 0.00 20.14 6.79 0.06894 2F4E31 0 26.00 45.00 71.00 4.895 0.433 5.328 10 0.00 31.50 0.00 12.81 1.00 0.00 0.06894 10.00 1.034 15 0.00 21.50 0.00 18.17 1.101 20.14 T 5.00 4.330 BLAZEMASTER CPVC 150 6.79 0 15.00 5.364 15 0.00 21.50 0.00 18.17 1.25 0.00 0.02185 23.00 0.852 20 0.00 21.50 0.00 19.02 1.394 20.14 2F2T 16.00 0.000 BLAZEMASTER CPVC 150 4.23 0 39.00 0.852 20 0.00 21.50 0.00 19.02 1.25 0.00 0.02185 31.00 1.027 25 0.00 21.50 0.00 20.05 1.394 20.14 4FE 16.00 0.000 BLAZEMASTER CPVC -- ------ 150 4.23 0 47.00 1.027 25 0.00 21.50 0.00 20.05 1.25 0.00 0.02185 46.00 2.010 30 0.00 28.50 0.00 19.03 1.394 20.14 4F4ET 46.00 -3.031 BLAZEMASTER CPVC 150 4.23 0 92.00 -1.021 30 0.00 28.50 0.00 19.03 1.25 0.00 0.02185 52.00 3.364 35 0.00 25.50 0.00 23.69 1.394 20.14 8F10ET 102.00 1.299 BLAZEMASTER CPVC 150 4.23 0 154.00 4.663 35 0.00 25.50 0.00 23.69 1.25 0.00 0.02185 15.00 0.721 40 0.00 24.50 0.00 24.85 1.394 20.14 F2E 18.00 0.433 BLAZEMASTER CPVC 150 4.23 0 33.00 1.154 40 0.00 24.50 0.00 24.85 1.25 0.00 0.02185 13.00 0.459 45 0.00 11.50 0.00 30.94 1.394 20.14 E 8.00 5.629 BLAZEMASTER CPVC 150 4.23 0 21.00 6.088 Ffr:Fire Elite SóffwDevelóft Inc. ] Living water veslgns Ciarmoii residence Scottsdale, AZ_85260 7 .'. c Page 3 Fire Sprinkler Output Data Overall Pi pe Output Data (cont'd) PF-(psi) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. Lift Pipe-Len. Elevation End. KFactor Discharge Pressure . Inside Dia. Q (gpm) (psi/ft) Fit-Len. PE-(psi) (feet) Node (K) (gpm) (psi) C-Value Velocity Fittings Tot-Len PT-(psi) (fps) Type-Gm (ft) 45 0.00 11.50 0.00 30.94 1.25 0.00 0.02185 9.50 0.339 50 0.00 11.50 0.00 31.27 1.394 20.14 T 6.00 0.000 BLAZEMASTER CPVC 150 4.23 0 15.50 0.339 50 0.00 11.50 0.00 31.27 1.25 0.00 0.02185 31.00 1.289 60 0.00 11.50 0.00 32.56 1.394 20.14 3F2ET 28.00 0.000 BLAZEMASTER CPVC 150 4.23 0 59.00 1.289 60 0.00 11.50 0.00 32.56 1.25 0.00 0.02185 6.50 0.273 65 0.00 5.00 0.00 35.65 1.394 20.14 3F 6.00 2.815 BLAZEMASTER CPVC 150 4.23 0 12.50 3.088 65 FS 5.00 35.65 20.14 70 3.00 psi 5.00 38.74 70 0.00 5.00 0.00 38.74 1.25 0.00 0.02185 7.50 0.677 75 0.00 0.00 5.00 41.58 1.394 20.14 FETC 23.50 2.165 BLAZEMASTER CPVC 150 4.23 0 31.00 2.842 75 0.00 0.00 5.00 41.58 1:25 5.00 0.05284 3.00 0.639 100 0.00 -2.00 0.00 43.08 1.265 25.14 3EG 9.10 0.866 TYPE L COPPER TUBE 150 6.42 0 12.10 1.505 100 0.00 -2.00 0.00 43.08 1.50 0.00 0.01633 20.00 0.415 120 0.00 -2.00 0.00 43.50 1.610 25.14 2F 5.40 0.000 SCHEDULE40PVC 150 3.96 0 25.40 0.415 120 Backflo -2.00 43.50 25.16 Prey 130 5.00 psi -2.00 48.51 130 0.00 -2.00 0.00 48.51 1.50 0.00 0.02268 4.00 0.159 140 0.00 -2.00 0.00 48.66 1.505 25.14 F 3.00 0.000 TYPE L COPPER TUBE 150 4.53 0 7.00 0.159 140 Meter -2.00 48.66 25.14 150 4.00 psi -2.00 52.76 150 0.00 -2.00 0.00 52.76 1.00 0.00 0.14721 20.00 6.183 160 0.00 -2.00 0.00 58.94 1.025 25.14 B 22.00 0.000 TYPE L COPPER TUBE 150 9.77 0 42.00 6.183 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, I = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living water Ueslgns Tharmoii residence Scottsdaie,AZ 85260 -740a,4 Paae 4 Fire Sprinkler Output Summary Lydraulicaliy Most Demanding Sprinkler Node HMD Sprinkler Node Number: 3 HMD Actual Residual Pressure: 7.31 psi HMD Actual GPM: 10.00 gpm pr!!ikler Summary 1 Sprinkler System Type: Wet Specified Area Of Application: 392.00 ft2 Minimum Desired Density: 0.050 gpmlft2 Application Average Density: 0.051 gpm/ft2 Application Average Area Per Sprinkler: 196.00 ft2 Sprinkler Flow: 20.14 gpm Average Sprinkler Flow: 10.07 gpm [90w Velocity And Imbalance Summary Maximum Flow Velocity (In Pipe 150 - 160) 9.77 ft/sec Maximum Velocity Pressure (In Pipe 150 - 160) 0.64 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0069 psi Actual Average Nodal Pressure Imbalance: 0.0013 psi Actual Maximum Nodal FlowImbalance: -0.0196 gpm Actual Average Nodal Flow Imbalance: 0.0017 gpm [overall Network Summary 1 Number Of Unique Pipe Sections: 23 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 20.72 gal Sprinkler Flow: 20.14 gpm Non-Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow 58.94 psi Node: Demand Flow At System Inflow Node: 25.14 gpm 100 90 80 70 TY 30 20 10 [Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, li ne. ] Living vvater Designs L' iarmoit restaence [Scottsdale, AZ 85260 Page5 Fire Sprinkler Output Data [ydraulic Supply/Demand Graph 0 .i 1 1 I I I 12 3 4 5 6 7 8 9 10 Fuwrd(xi) ypirt Supply Curve Data Static Pressure: 67 psi Test Residual Pressure: 60.3 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 58.94 psi Calculated Flow Rate: 25.14 gpm Excess Available Residual Pressure At Calculated Flow: 8.05 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi