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HomeMy WebLinkAbout5650 EL CAMINO REAL; ; FPC2017-0095; PermitPERMIT REPORT cbtyof Carlsbad Print Date: 02/17/2022 Permit No: FPC2017-0095 Job Address: 5650 EL CAMINO REAL, CARLSBAD, CA 92008-7124 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: Track #: Applied: 04/17/2017 Valuation: $0.00 Lot #: Issued: 05/09/2017 Occupancy Group: Project #: Finaled Close Out: 02/22/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: ABOVE GROUND BACKFLOW INSTALLATION - 5650 EL CAMINO REAL Applicant: ARROW PIPELINE REPAIR INC 2540 PIONEER AVE VISTA, CA 92081-8410 (760) 476-9388 FEE AMOUNT FIRE Underground Piping with up to 4 Hyds/Risers $733.00 Total Fees: $733.00 Total Payments To Date: $733.00 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 Fire -Firl Spri r HydrimikisCãiidIón Piim Erne Software Iopmentthi StraightEdge Fire Protection ____ 5650 EL CAMINO REAL [ChulaVista,CA919j1 -- Page2, General Project Data Report neralData Project Title: 5650 EL CAMINO REAL Project File Name: 5650 EL CAMINO REAL(2)..fiw Designed By: SEFP Date: 11/21/2016 Code Reference: Approving Agency: Client Name: ARROW PIPELINE REPAIR Phone: 760-476-9388 Address: 1330 PARK CENTER DRIVE, City, State Zip Code: VISTA CA. 92081 SUITE 101 Company Name: Representative: Company Address: City And State: Phone: Building Name: 5650 BLDG. Building Owner: Contact at Building: Phone at Building: Address Of Building: City, State Zip Code: [ProjecfData Description Of Hazard: Ex. Haz. Gp. 1 Sprinkler System Type: Wet Design Area Of Water Application: 3000 ft2 Maximum Area Per Sprinkler: 100 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 500.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Model: Size: Temperature Rating: 155 F Water Supply Test Data I] Source Of Information: Test Hydrant ID: H20631 Date Of Test: 11/18/16 Hydrant Elevation: 293 ft Static Pressure: 110.00 psi Test Flow Rate: 3750.00 gpm Test Residual Pressure: 73.00 psi Calculated System Flow Rate: 990.03 gpm Calculated Inflow Residual Pressure: 129.04 psi Available Residual Pressure At 1 06.8 psi System Flow: alculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 107.00 psi Minimum Desired Flow Density: 1.00 gpm/ft2 Number Of Active Nodes: 8 Number Of Active Pipes: 7 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 C:\ ...\5650 EL CAMINO REAL(2).fiw Tuesday, November 22, 2016,12:59 PM EScfti Detôiiiéñ1nc. StraightEdge Fire Protection 5650 EL CAMINO REAL Chula Vista CAI -9191 3 Fire Sprinkler Input Data FNode 1npüFData Area Group Sprinkler Pressure Node Elev (ft) Non-Sprinkler Node Node Description Branch Die KFactor (K) Estimate (psi) Branch Non- Flow (gpm) No. Branch Description (in' Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor (K) No Discharge A N/A 129.04 -3.00 0.00 1 0.000 0.0 ---- 0.0 0.00 No Discharge A N/A 124.78 -3.00 0.00 2 0.000 0.0 ---- 0.0 0.00 No Discharge A N/A 120.05 -3.00 0.00 0.000 0.0 ---- 0.0 0.00 No Discharge A N/A 116.72 3.00 0.00 0.000 0.0 ---- 0.0 0.00 No Discharge A N/A 108.72 3.00 0.00 0.000 0.0 ---- 0.0 0.00 No Discharge A N/A 110.59 -3.00 0.00 6 0.000 0.0 ---- 0.0 0.00 No Discharge A N/A 109.35 -3.00 0.00 0.000 0.0 ---- 0.0 0.00 Sprinkler A 95.71 107.00 0.50 0.00 8 0.000 0.0 ---- 0.0 0.00 C:\ ...\5650 EL CAMINO REAL(2).fiw Tuesday, November 22, 2016,12:59 PM flFIiSiIiiHydràuààiProjram StraightEdge Fire Protechon Chula Vista, CA 91911 - EkiSàfDeveiiith 5650 EL CAM INO REAL Page 4 Fire Sprinkler Input Data IPipe lnp'Jt Data _ Beg. End. Node Node Pipe Description Nominal Diameter (inch) Type GroupData Fitting Nominal Length (feet) Fitting Length (feet) Total Length (feet) CFactor (gpm/inc h-psi) 1 2 PVC, CLASS 200 8.000 0 2T 530.00 105.80 635.80 150 2 3 PVC, CLASS 200 6.000 0 T 150.00 45.30 195.30 150 3 4 CAST IRON, CLS 250 6.000 0 E 6.00 9.90 15.90 100 4 5 Backflo Prey 8.000 Loss 5 6 CAST IRON, CLS 250 6.000 0 E 6.00 9.90 15.90 100 6 7 PVC, CLASS 200 6.000 0 E 30.00 21.10 51.10 150 7 8 CAST IRON, CLS 250 6.000 0 E 8.50 9.90 18.40 100 C:\ ...\5650 EL CAMINO REAL(2).fiw Tuesday, November 22, 2016,12:59 PM Fire FHjdiics CIcuàPiñ StraightEdge Fire Protection hula Vista. CA 91911 Elte Software DeV* mCI 5650 EL CAMINO REAL Pa W5 Fire Sprinkler Output Data eràil Node GroUpingsOitputData Pipe Segment Pipe Beg. End. Type Node Node Group Pipe Sprinkler Flow Flow Rate At Beg. Node (gpm) (gpm) Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm) Beg. Node Residual Pressure (psi) Imbalance Flow At Beg. Node (gpm) 1 2 0 990.03 0.00 0.00 -990.03 129.04 2 1 0 2 3 0 -990.03 990.03 0.00 0.00 0.00 124.78 0.00000 3 2 0 3 4 0 -990.03 990.03 0.00 0.00 0.00 120.05 0.00000 4 3 0 4 5 0 -990.03 990.03 0.00 0.00 0.00 116.72 0.00000 5 4 0 5 6 0 -990.03 990.03 0.00 0.00 0.00 108.72 0.00000 6 5 0 6 7 0 -990.03 990.03 0.00 0.00 0.00 110.59 0.00000 7 6 0 7 8 0 -990.03 990.03 0.00 0.00 0.00 109.35 0.00000 8 7 0 -990.03 990.03 0.00 0.00 107.00 0.00000 C:\ ...\5650 EL CAMINO REAL(2).fiw Tuesday, November 22, 2016,12:59 PM Hydr I StraightEdge Fire Protection __________________________ 5650 EL CAMINO REAL Chula Vista, Vista, CA 91911 1± Pe6 Fire Sprinkler Output Data [ØveàU Pipe Output Data Beg. End. Node Nodal Elevation Spk/Hose KFactor (feet) Discharge (K) (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. Lift (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 1 0.00 -3.00 0.00 129.04 8.00 0.00 0.00670 530.00 4.258 2 0.00 -3.00 0.00 124.78 7.805 990.03 21 105.80 0.000 PVC, CLASS 200 150 6.64 0 635.80 4.258 2 0.00 -3.00 0.00 124.78 6.00 0.00 0.02424 150.00 4.735 3 0.00 -3.00 0.00 120.05 5.993 990.03 T 45.30 0.000 PVC, CLASS 200 150 11.26 0 195.30 4.735 3 0.00 -3.00 0.00 120.05 6.00 0.00 0.04562 6.00 0.725 4 0.00 3.00 0.00 116.72 6.140 990.03 E 9.90 2.598 CAST IRON, CLS 250 100 10.73 0 15.90 3.323 Backflo 3.00 Prey 116.72 990.03 5 8.00 psi 3.00 108.72 5 0.00 3.00 0.00 108.72 6.00 0.00 0.04562 6.00 0.725 6 0.00 -3.00 0.00 110.59 6.140 990.03 E 9.90 -2.598 CAST IRON, CLS 250 100 10.73 0 15.90 -1.873 6 0.00 -3.00 0.00 110.59 6.00 0.00 0.02424 30.00 1.239 7 0.00 -3.00 0.00 109.35 5.993 990.03 E 21.10 0.000 PVC, CLASS 200 150 11.26 0 51.10 1.239 7 0.00 -3.00 0.00 109.35 6.00 990.03 0.04562 8.50 0.839 8 95.71 0.50 990.03 107.00 6.140 990.03 E 9.90 1.516 CAST IRON, CLS 250 100 10.73 0 18.40 2.355 C:\ ...\5650 EL CAMINO REAL(2).fiw Tuesday, November 22, 2016,12:59 PM -Fire SprfiftiliW StraigMEdge Fire Protection Chula Ylsta,CA91911 S.,,. Elte Soft iIiÜki 5650 EL CAMINO REAL pagelj Fire Sprinkler Output Data [Overall Sjinidèr Output Data Flowing Area Group Sprinkler Sprinkler Code KFactor 'K' Node No. '' Sprinkler Elevation (feet) Residual Pressure (psi) Flowing Area 'ft / ' Flowing Density (gpm/ft2) Sprinkler Discharge (gpm) 8 A 95.71 0.50 107.00 990.00 1.000 990.03 Sub Totals For Group A 990.00 1.000 990.03 Totals For All Groups 990.00 1.000 990.03 C:\ ...\5650 EL CAMINO REAL(2).fiw Tuesday, November 22, 2016,12:59 PM IflF1re Sl ii uaiCiIcultIOn Pi9i1ii StraightEdge Fire Protection LChulaVista,C&91911 - ____ Ekte SöftuuiD Iôiit km 5650 EL CAMINO REAL Paw 8 Fire Sprinkler Output Summary [Hydraulkally Most Demanding Sprinkler Nod__ HMD Sprinkler Node Number: 8 HMD Actual Residual Pressure: 107.00 psi HMD Actual GPM: 990.03 gpm *rInklerSumma ITTI Sprinkler System Type: Wet Specified Area Of Application: 3000.00 ft2 Minimum Desired Density: 1.000 gpm/ft2 Application Average Density: 0.330 gpm/ft2 Application Average Area Per Sprinkler: 3000.00 ft2 Sprinkler Flow: 990.03 gpm Average Sprinkler Flow: 990.03 gpm LHowVeIociy And Imbalance Surnma!y, Maximum Flow Velocity (In Pipe 6 - 7) 11.26 ft/sec Maximum Velocity Pressure (In Pipe 6 - 7) 0.85 psi Allowable Maximum Nodal Pressure Imbalance: 0.0200 psi Actual Maximum Nodal Pressure Imbalance: 0.0000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0000 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm [Overall Network Summary Number Of Unique Pipe Sections: 7 Number Of Flowing Sprinklers: 1 Pipe System Water Volume: 1612.59 gal Sprinkler Flow: 990.03 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow Node: 129.04 psi Demand Flow At System Inflow Node: 990.03 gpm C:\ ...\5650 EL CAMINO REAL(2).fiw Tuesday, November 22, 2016,12:59 PM Fire - FifiSPrinklir - EDeIoiüniii StraightEdge Fire Protection 5650 EL CAMINO REAL ChuaVa,CA9911 Fire Sprinkler Output Data drauIic SqpplyjDernand (aph 200 180 160 140 U) CL 120 100 :711_______ 40 20 0 4 8 12 16 20 24 28 32 36 40 Flowrate(xl 00) gpm Supply Curve Data Static Pressure: 110 psi Test Residual Pressure: 73 psi Test Flow Rate: 3750 gpm Demand Curve Data Calculated Residual Pressure: 129.04 psi Calculated Flow Rate: 990.03 gpm Excess Available Residual Pressure At Calculated Flow: -22.19 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 9.52 psi C:\ ...\5650 EL CAMINO REAL(2).fiw Tuesday, November 22, 2016,12:59 PM