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Home My WebLink About3683 VALLEY ST; ; FPR2017-0253; PermitPERE"iflET REPORT CC City of Carlsbad I L1HiiU - -1 Print Date: 10/05/2022 Permit No: FPR2017-0253 Job Address: 3683 VALLEY ST, CARLSBAD, CA 92008-2640 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl Parcel #: Track #: Applied: 06/21/2017 Valuation: $0.00 Lot #: Issued: 07/06/2017 Occupancy Group: Project #: Finaled Close Out: 04/15/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Stowe, Daniel Plan Check #: Project Title: Description: MAZOR RESIDENCE - SFD SPRINKLER NFPA 13D CoApplicant: SERGIO ARREOLA 6893 BROWNING RD HIGHLAND, CA 92346-5012 (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 Reinspection (per inspection) $187.00 Total Fees: $547.00 Total Payments To Date: $547.00 Balance Due: $000 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 Signature RECEIVED FPR20I 7-0253 JUN 212017 CARLSBAD FIRE PERI 3683 Valley ST FIRE DEPARTMENT J 1635 Farada Phone: 760-61 ww Project Information Project Name fl, 2. i R f-6 J &6Z. Project Add res Scope of Work Associated Building Permit # (if applicable) 0 Fire Sprinkler System: Number of risers --L Number of heads _____ 0 Fire Alarm 0 Underground: Number of hydrants_________ 0 Sprinkler Monitoring 0 Other: New system 0 Tenant Improvement Contractor Information Company Name Address L6 193 City i4'iL)o.irl State CA Zip Applicant Name Phon('O) h ' /5/ Email rrep). ê~& 'r Contractor License Number and Type C /4 /O22 2AJ Exp. Date _____ City Business License Number - - --*----.--- ---.---.-- ---.----- - -- - - - - - - - - - - - - - - - - ',GM 2)&W tUfl bLcAWC! J - -- r J ( ! )i1'!. ' - - - :••!_ ''I -- 9jcq -- - - i-Loiq 4fl.J bP: - :tiqA VAG CLjpsq CV S003 - No. 107 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4666 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 3683 Valley Street CITY: Carlsbad PHONE: (714) 855-6021 (Custom Fire Sprinklers) FAX NUMBER: Largest Building (ft.2): Sprinkled? Construction Type:________________ SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Magnolia Ave at Valley St Flow Test Results Static pressure: 65 PSI Hydrant Number (if applicable): H60807 Elevation of test: 178 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 4.350 GPM Residual Pressure 24 PSI t peak demand . this water system is capable of providing a fire flow discharge of 4,350 gpm at the maximum velocity f 10 fps. At 20 psi, the velocity in this area would exceed the maximum 10 fps and is not recommended per criteria. tTest to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: I have witnessed and/or reviewed this water flow information and by personal knowledge and/or on-site observation certify that the above information is correct. Name: Jennifer R.Mael.P.E. Eng. Lic. No. (if applicable): C69606 Signature:______________________________________ iv Title/Org: PLo_Ct Manager Date: 06/16/2017 : ii OAECU'.3 Cflt - cf'. ou MnCF VTI.HEif- JAVA ThT'.VJ FIN 5 rIT-1 U-1 !lj (ir1j .(fl T p.- I. /c.i• J i:''T - -- :..? Z11 ( T? .41 .11,LVI MUMUND PITAIJ itL)OJ Vi C iqMOD i 3T : - - - - -- - / y_t, -- 'i J ji.qin .-r9. :&fl 1T v c13 I — —-Div " fi 4 J-i i H .. JflCmi,•rnr ljr. :O t . r/rri 1. r : br 6 r.ji r v,cat, "rc.-' .-,r'I ' .' .\L:Lj - '. __ -- 1 £ - Fr - -. - -i 1 1'. 1 L - - - rr 0 i 13 MAZURE NEW RESIDENCE Drawing Date: 6-20-17 6/17/17 11:16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: MAZURE NEW RESIDENCE Location: 3683 VALLEY STREET, CARLSBAD, CA 92006 Drawing Date: 6-20-17 Contractor: CUSTOM FIRE SPRINKLERS 6983 BROWNING ROAD HIGHLAND, CA 92346 Designer: PAXTON Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-B Reviewing Authorities:CARLSBAD FIRE DEPT SYSTEM DESIGN Remote Area Number: 1 Telephone:909-674-7151 Occupancy: R-3 Code:NFPA 13D Hazard: LIGHT System Type:WET Area of Sprinkler Oper. NFPA 13D I Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: VIKING Area per Sprinkler 256.0 sq ftl Model: VK494 Hose Allowance Inside 0 gpm K-Factor: 4.90 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 31.6 psi Required: 46.5 @ City Supply WATER SUPPLY Water Flow Test I Pump Data I Date of Test 6-16-17 Rated Capacity 0 gpm I Static Pressure 65.0 psi Rated Pressure 0.0 psi Residual Pres 24.0 psi I Elevation 0 At a Flow of 4350 gpm I Make: Elevation 0" I Model: I Location: MAGNOLIA AVE & VALLEY ST Source of Information: CITY OF CARLSBAD SYSTEM VOLUME 19 Gallons Notes: FPR20I 7-0253 3683 Valley ST MAZURE NEW RESIDENCE Drawing Date:6-20-17 6/17/17 11:16 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref TR Required at Hyd Area 1 1 1" Grvd Check Valve 0' 0 1.049 1 F' Thrd Ball Valve Central F19 0' 0 1.049 1 Pipe F' PVx15 BiazeMa Plastic 10' 150 1.101 Elevation Change 12'0" Fixed Flow Domestic Allowance Hydr Ref BR Required at Base of Riser 4 1-1/4" CPVC 90 Eli CPVC 24' 120 1.380 1 Pipe 1-1/4" PVx15 BiazeMa Plastic 50' 150 1.394 1 1" Thrd Other Valve Tyco Water Me CHART LOSS 1 Pipe 1" Kxl0 Copper 15' 150 0.995 Hydr Ref SR Required at City Supply Water Source 65.0 psi static, 24.0 psi residual @ 4350 gpm SAFETY PRESSURE FLOW LOSS gpm psi TOTALS 27 26.6 psi 27 0.0 27 0.0 27 1.1 5.2 5 gpm 32 32.9 psi 32 3.1 32 2.5 32 4.1 32 3.9 32 46.5 psi 32 gpm 65.0 psi 18.5 psi Available Pressure of 65.0 psi Exceeds Required Pressure of 46.5 psi This is a safety margin of 18.5 psi or 28 % of Supply Maximum Water Velocity is 9.0 fps MAZURE NEW RESIDENCE Drawing Date:6-20-17 6/17/17 11:16 Page 3 -------------------------------------------------------------------------------- FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pa = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID"4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations MAZURE NEW RESIDENCE Drawing Date:6-20-17 6/17/17 11:16 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI")) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 20.50 7.4 is 20.00 4.90 7.0 13.0 13.0 0.05 2 20.50 8.1 2S 20.00 4.90 7.7 13.6 13.0 0.05 11 20.50 8.4 12 20.50 8.4 13 20.50 16.8 A3 10.50 24.7 TR 10.50 26.6 Max velocity of 9.04 occurs in the pipe from TR TO A3 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. MAZURE NEW RESIDENCE Drawing Date:6-20-17 6/17/17 11:16 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO TR (PRIMARY PATH) 12.96 0.874 1E 0.50 7.0 7.0 K = 4.90 15 C=150 5.60 -0.2 0.0 12.96 0.094 6.10 0.6 7.0 Vel = 7.00 0.874 iT -------------------------------------------------------------------------------- 2.74 7.4 7.4 EqK = 4.78 1 C=150 8.40 0.0 0.0 12.96 0.094 11.14 1.0 7.4 Vel = 7.00 1.01 0.874 2E -------------------------------------------------------------------------------- 41.86 8.4 8.4 12 C=150 3T 36.41 0.0 0.0 See PATH 3 13.97 0.108 78.27 8.4 8.4 Vel = 7.54 12.59 1.101 1E -------------------------------------------------------------------------------- 16.87 16.8 16.8 13 C=150 iT 13.39 4.3 0.0 See PATH 2 26.56 0.115 30.26 3.5 16.8 Vel = 9.04 1.101 1E -------------------------------------------------------------------------------- 12.82 24.7 24.7 A3 C=150 3.83 0.0 0.0 26.56 0.115 -------------------------------------------------------------------------------- 16.65 1.9 24.7 Vel = 9.04 TR 26.56 26.6 K = 5.15 PATH 2 FROM HYDRAULIC REFERENCE 2 TO 13 13.60 0.874 1E 0.50 7.7 7.7 K = 4.90 2S C=150 5.60 -0.2 0.0 13.60 0.103 6.10 0.6 7.7 Vel = 7.34 0.874 -------------------------------------------------------------------------------- 2.74 8.1 8.1 EqK = 4.77 2 C=150 0.00 0.0 0.0 13.60 0.103 2.74 0.3 8.1 Vel = 7.34 -1.01 0.874 1E -------------------------------------------------------------------------------- 64.25 8.4 8.4 11 C=150 3T 30.81 0.0 0.0 See PATH 3 12.59 0.089 -------------------------------------------------------------------------------- 95.06 8.5 8.4 Vel = 6.80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) MAZURE NEW RESIDENCE Drawing Date:6-20-17 6/17/17 11:16 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 13 12.59 16.8 K = 3.07 PATH 3 FROM HYDRAULIC REFERENCE 11 TO 12 1.01 0.874 iT -------------------------------------------------------------------------------- 9.69 8.4 8.4 11 C=150 8.40 0.0 0.0 See PATH 2 1.01 0.001 -------------------------------------------------------------------------------- 18.09 0.0 8.4 Vel = 0.54 12 1.01 8.4 K = 0.35 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW .(GPM) PRESSURE (PSI) MAZURE NEW RESIDENCE Drawing Date:6-20-17 6/17/17 11:17 HYDRAULIC DESIGN INFORMATION SHEET Job Name: MAZURE NEW RESIDENCE Location: 3683 VALLEY STREET, CARLSBAD, CA 92006 Drawing Date: 6-20-17 Remote Area Number: 2 Contractor: CUSTOM FIRE SPRINKLERS Telephone:909-674-7151 6983 BROWNING ROAD HIGHLAND, CA 92346 Designer: PAXTON Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-B Occupancy:R-3 Reviewing Authorities:CARLSBAD FIRE DEPT SYSTEM DESIGN Code:NFPA 13D Hazard:LIGHT System Type:WET Area of Sprinkler Oper. NFPA 13D I Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: VIKING Area per Sprinkler 256.0 sq ftl Model: VK494 Hose Allowance Inside 0 gpm I K-Factor: 4.90 Hose Allowance Outside 100 gpm Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 31.4 psi Required: 53.4 @ City Supply WATER SUPPLY Water Flow Test Pump Data Date of Test 6-16-17 I Rated Capacity 0 gpm I Static Pressure 65.0 psi I Rated Pressure 0.0 psi I Residual Pres 24.0 psi I Elevation 0 I At a Flow of 4350 gpm I Make: I Elevation 0" Model: Location: MAGNOLIA AVE & VALLEY ST Source of Information: CITY OF CARLSBAD SYSTEM VOLUME 19 Gallons Notes: MAZURE NEW RESIDENCE Drawing Date:6-20-17 6/17/17 11:17 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref TR Required at Hyd Area 2 1 1" Grvd Check Valve 0' 0 1.049 1 1" Thrd Ball Valve Central F19 0' 0 1.049 1 Pipe 1" PVx15 BlazeMa Plastic 10' 150 1.101 Elevation Change 12'0" Fixed Flow Domestic Allowance Hydr Ref BR Required at Base of Riser 4 1-1/4" CPVC 90 Ell CPVC 24' 120 1.380 1 Pipe 1-1/4" PVx15 BlazeMa Plastic 50' 150 1.394 1 1" Thrd Other Valve Tyco Water Me CHART LOSS 1 Pipe 1" Kx10 Copper 15' 150 0.995 Hydr Ref SR Required at City Supply Water Source 65.0 psi static, 24.0 psi residual 8 4350 gpm SAFETY PRESSURE FLOW LOSS gpm psi TOTALS 26 33.6 psi 26 0.0 26 0.0 26 1.1 5.2 5 gpm 31 39.9 psi 31 3.1 31 2.5 31 4.1 31 3.9 31 53.4 psi 31 gpm 65.0 psi 11.6 psi Available Pressure of 65.0 psi Exceeds Required Pressure of 53.4 psi This is a safety margin of 11.6 psi or 18 % of Supply Maximum Water Velocity is 14.3 fps MAZURE NEW RESIDENCE Drawing Date:6-20-17 6/17/17 11:17 Page 3 -------------------------------------------------------------------------------- FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations lu MAZURE NEW RESIDENCE Drawing Date:6-20-17 6/17/17 11:17 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 3 13.00 7.4 3S 12.50 4.90 7.0 13.0 13.0 0.05 4 13.00 8.2 4S 12.50 4.90 7.6 13.5 13.0 0.05 11 20.50 27.3 12 20.50 27.3 13 20.50 27.3 Al 13.00 16.6 A2 13.00 26.5 A3 10.50 31.7 TR 10.50 33.6 Max velocity of 14.28 occurs in the pipe from Al TO 4 Nodes with "5" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "5" is on the branch. 4 MAZURE NEW RESIDENCE Drawing Date:6-20-17 6/17/17 11:17 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 3 TO TR (PRIMARY PATH) 12.96 0.874 1E 0.50 7.0 7.0 K = 4.90 3S C=150 5.60 -0.2 0.0 12.96 0.094 6.10 0.6 7.0 ye! = 7.00 0.874 -------------------------------------------------------------------------------- 9.50 7.4 7.4 EqK = 4.78 3 C=150 0.00 0.0 0.0 12.96 0.094 9.50 0.9 7.4 ye! = 7.00 13.48 0.874 1E -------------------------------------------------------------------------------- 18.32 8.2 8.2 EqK = 4.69 4 C=150 5.60 0.0 0.0 26.44 0.351 23.93 8.4 8.2 Vel = 14.28 0.874 -------------------------------------------------------------------------------- 28.00 16.6 16.6 Al C=150 0.00 0.0 0.0 26.44 0.351 28.00 9.8 16.6 Vel = 14.28 1.101 3E -------------------------------------------------------------------------------- 24.52 26.5 26.5 A2 C=150 11.48 1.1 0.0 26.44 0.114 35.99 4.1 26.5 ye! = 9.00 1.101 1S -------------------------------------------------------------------------------- 12.82 31.7 31.7 A3 C=150 3.83 0.0 0.0 26.44 0.114 -------------------------------------------------------------------------------- 16.65 1.9 31.7 ye! = 9.00 TR 26.44 33.6 K = 4.56 13.48 0.874 1T 0.50 7.6 7.6 K = 4.90 4S C=150 8.40 -0.2 0.0 13.48 0.101 -------------------------------------------------------------------------------- 8.90 0.9 7.6 ye! = 7.28 4 13.48 8.2 K = 4.69 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)