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Home My WebLink About5115 CARLSBAD BLVD; ; AS160057; PermitApplicant: JB FIRE PROTECTION P.O. BOX 1711 FALLBROOK, CA 760-419-1269 Owner: MCCARTHY REVOCABLE LIVING TRUST 01-11-00 5173 CARLSBAD BLVD #A CARLSBAD CA 7/27/22,1:27 PM AS160057 Permit Data City of Carlsbad Sprinkler Permit Job Address: 5115 CARLSBAD BL Permit Type: SPRINK Parcel No: 2100320700 Lot #: 0 Permit No: AS160057 Status: ISSUED Applied 3/3/2016 Approved: 4/19/2016 Reference No.: Issued: 4/19/2016 PC #: Inspector: Project Title: J SQUARED CONDOS CONDO: INSTALL NEW FIRE PROTECITON SYSTEM IN NEW RESIDENCE. 2,162 SF LIV, 438 SF GARAGE, 21 SF PATIO, 173 SF DECK Fees ($) Add'I Fees Total Balance($) 460.5 -- 0 460.5 0 about:blank 1/1 [o03§aXGfiV1Cu7%GF0 Lubrizol FIRE SPRINKLER SYSTEMS BlazeMaster® Fire Sprinkler Systems AS160057_5115 Carlsbad BL Submittal Specification - North America A5160058_5117 Carlsbad BI SCOPE: This specification covers the material requirements for BlazeMaster® CPVC SDR 13.5 pipe and socket fittings. Both the pipe and fittings are manufactured in North America and meet or exceed the requirements set forth by the appropriate ASTM standard (F437, F438, F439, F442), and NSF/ANSI Standards 14 and 61. CPVC MATERIALS: BlazeMaster CPVC pipe and fittings are extruded/molded from Lubrizol CPVC compounds. The pipe compound meets cell class 23547 and the fitting compound meets cell class 24447 as defined by ASTM Dl 784. Both the pipe and the fitting compounds are certified by NSF International for use with potable water. As manufactured by Tyco Fire Protection Products, The Viking Corporation, Georg Fischer Harvel LLC., Nibco Inc. and IPEX Inc. DIMENSIONS AND PROPERTIES: Dimensions, tolerances and physical properties meet or exceed the requirements of the appropriate ASTM standard (F437, F438, F439, F442). COMPATIBILITY: Ancillary products (including, but not limited to fire stops, thread sealants, leak detectors, etc.) coming into contact with pipe and fittings must be chemically compatible with BlazeMaster CPVC pipe and fittings (reference the Lubrizol FBCTM System Compatible Program). SOLVENT WELDING: All socket type joints shall be assembled employing solvent cements that meet or exceed the requirements of ASTM F493. The standard practice for safe handling of solvent cements shall be in accordance with ASTM F402. Solvent cement shall be certified by NSF International for use with potable water, and approved by the BlazeMaster pipe and fittings manufacturers. BASIC USE: BlazeMaster Pipe and fittings are Listed by UL for use in Light Hazard Occupancies as defined by NFPA 13,13R and 13D. BlazeMaster is permitted to protect ordinary hazard rooms of otherwise light hazard occupancies where the room does not exceed 400 square feet (i.e. Laundry room) as defined in NFPA 13 and NFPA 13R. MARKING: The marking on the CPVC pipe and fittings shall meet the requirements of UL 1821 and the appropriate ASTM standard (F437, F438, F439, F442), and state the pipe/fitting manufacture's name or trademark, the material designation, the size, the NSF mark for potable water and the ASTM designation ASTM (F437, F438, F439, F442). BlazeMaster® is a registered trademark of The Lubrizol Corporation. June 2015. JB FIRE PROTECTION P0 BOX 1111 FALLBROOK,CA 92028 HYDRAULIC CALCULATIONS FOR J SQUARED CONDOS 5115-5117 CARLSBAD BLVD CARLSBAD, CA 92008 FILE NUMBER: DATE: MAR 25, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: NFPA 13D RESIDENTIAL DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 2 REMOTE HEADS COVERAGE PER SPRINKLER: 16 X 16 NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.7 gpm TOTAL WATER REQUIRED (including hose) : 31.7 gpm FLOW AND PRESSURE (@ BOR) : 26.7gpm @ 33.5psi SPRINKLER ORIFICE SIZE: 7/16" inch NAME OF CONTRACTOR: JB FIRE PROTECTION DESIGN/LAYOUT BY: TL AUTHORITY HAVING JURISDICTION: NORTH COUNTY FIRE CONTRACTOR CERTIFICATION NUMBER: 911081 *STATIC PRESSURE REDUCED BY 10% AT INPUT CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50100268 HRS SYSTEMS, INC. AS160057_5115 Carlsbad BL A5160058_5117 Carlsbad BL SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\PROGRAM FILES\HRS SYSTEMS\HASS\CONDOS. SDF DATE: 3/25/2016 JOB TITLE: condo WATER SUPPLY DATA SOURCE STATIC NODE PRESS. TAG (PSI) SOURCE (N/A) RESID. FLOW PRESS. @ (PSI) (GPM) 67.5 (N/A) AVAIL. TOTAL REQD PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 67.5 31.7 53.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 24.0 2 27.2 3 28.5 4 18.0 5 18.0 6 18.0 7 8.5 TR 5.0 Fl 4.6 F2 4.6 BR 4.8 DS 1.0 A -3.0 Ml -3.0 M2 -3.0 SOURCE -3.0 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) K= 4.90 7.8 13.7 K= 4.90 7.0 13.0 - - - - 8.3 - - - - - - - 14.6 - - - - - - - 15.8 - - - - - - - 21.8 - - - - - - - 27.6 - - - - - - - 30.2 - - - - - - - 30.5 - - - - - - - 33.5 - - - - - - - 33.5 - - - HOSE STREAM 36.5 5.0 - - - - 39.7 - - - - - - - 40.6 - - - - - - - 44.6 - - - SOURCE 53.9 31.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/25/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS\CONDOS.SDF JOB TITLE: condo 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 -13.7 1.101 PL 13.50 PF 0.6 1 24.0 4.9 7.8 13.7 4.6 150 FTG L BE -1.4 2 27.2 4.9 7.0 13.0 0.034 TL 18.50 PV Pipe: 2 -26.7 1.101 PL 5.58 PF 1.8 2 27.2 4.9 7.0 13.0 9.0 150 FTG 2L PE -0.6 3 28.5 0.0 8.3 0.0 0.116 TL 15.58 PV Pipe: 3 -26.7 1.101 PL 10.50 PP 1.8 3 28.5 0.0 8.3 0.0 9.0 150 FTG L PE 4.5 4 18.0 0.0 14.6 0.0 0.116 TL 15.50 By Pipe: 4 -26.7 1.101 PL 5.25 PP 1.2 4 18.0 0.0 14.6 0.0 9.0 150 FTG T BE 0.0 5 18.0 0.0 15.8 0.0 0.116 TL 10.25 PV Pipe: 5 -26.7 1.101 PL 37.17 PP 6.0 5 18.0 0.0 15.8 0.0 9.0 150 FTG 3L BE 0.0 6 18.0 0.0 21.8 0.0 0.116 TL 52.17 PV Pipe: 6 -26.7 1.101 PL 9.50 PP 1.7 6 18.0 0.0 21.8 0.0 9.0 150 FTG L PE 4.1 7 8.5 0.0 27.6 0.0 0.116 TL 14.50 By Pipe: 7 -26.7 1.101 PL 4.00 PP 1.0 7 8.5 0.0 27.6 0.0 9.0 150 FTG L PE 1.5 TR 5.0 0.0 30.2 0.0 0.116 TL 9.00 By Pipe: 7A -26.7 1.049 PL 0.42 PP 0.1 TR 5.0 0.0 30.2 0.0 9.9 120 FTG ---- BE 0.2 Fl 4.6 0.0 30.5 0.0 0.222 TL 0.42 By Pipe: 7B FIXED PRESSURE LOSS DEVICE P2 4.6 0.0 33.5 0.0 3.0 psi, 26.7 gpm Fl 4.6 0.0 30.5 0.0 Pipe: 8 -26.7 1.049 PL 0.42 PP 0.1 P2 4.6 0.0 33.5 0.0 9.9 120 FTG ---- BE -0.1 BR 4.8 0.0 33.5 0.0 0.222 TL 0.42 PV Pipe: 9 -26.7 1.101 PL 3.83 PP 1.4 BR 4.8 0.0 33.5 0.0 9.0 150 FTG C BE 1.7 DS 1.0 H.S. 36.5 5.0 0.116 TL 11.83 By Pipe: 10 -31.7 1.101 PL 4.00 PP 1.4 DS 1.0 H.S. 36.5 5.0 10.7 150 FTG L BE 1.7 A -3.0 0.0 39.7 0.0 0.159 TL 9.00 By SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/25/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS\CONDOS.SDF JOB TITLE: condo 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: 11 -31.7 1.598 PL 29.42 PF 0.9 A -3.0 0.0 39.7 0.0 5.1 150 FTG L PE 0.0 Ml -3.0 0.0 40.6 0.0 0.026 TL 36.42 PV Pipe: 12 FIXED PRESSURE LOSS DEVICE M2 -3.0 0.0 44.6 0.0 4.0 psi, 31.7 gpm Ml -3.0 0.0 40.6 0.0 Pipe: 13 -31.7 0.995 PL 21.50 PF 9.3 M2 -3.0 0.0 44.6 0.0 13.1 150 FTG 4ET PE 0.0 SOURCE -3.0 SRCE 53.9 (N/A) 0.261 TL 35.50 PV NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 50100268 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 0.007 gpm and a maximum imbalance at any node of 0.100 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.1 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 67.50 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/25/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS\CONDOS.SDF JOB TITLE: condo PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVlv BfyViv GatVlv AimChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L T R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Kouplg ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 I&wi1 70.0 G A U 60.0 G E 50.0 P R E S 40.0 S 30 .0 p 20.0 S j 10.0 -14. WATER SUPPLY ANALYSIS 20 30 40 50 60 70 80 90 100 FLOW (GPM ) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/25/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS\CONDOS.SDF JOB TITLE: condo WATER SUPPLY CURVE 72+ 66+ 60+ 54X P 48+ R E I S I S 42+ U R E 36+ P S I 30+ 24+ 18+ 12+ LEGEND I X = Required Water Supply I 53.88 psi @ 31.7 gpm 6+ I 0 = Available Water Supply 67.50 psi 8 31.7 gpm 'I 0++-+---+----+-----+ ------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)