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HomeMy WebLinkAbout5803 NEWTON DR; ; AS990594; Permit12/13/24, 4:20 PM AS990594 Permit Data City of Carlsbad Sprinkler Permit Job Address: 5803 NEWTON DR Permit Type: SPRINK Parcel No: 2121301700 Lot #: 0 Reference No.: PC #: Permit No: AS990594 Status: ISSUED Applied 5/20/1999 Approved: Issued: Inspector: Project Title: NEWTON INDUSTRIAL Applicant: Owner: REAL ESTATE 3 L L C 1947 CAMINO VIDA ROBLE #104 CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 482.5 0 482.5 0 about:blank 1/1 Carlsbad Fire Department 2560 Orion Way Carlsbad, CA 92008 As 990061 Fire Prevention (760) 931-2121 Plan Review Requirements Category: Auto. Sprinkler, OH Date of Report: 05/27/1999 Reviewed by: Name: C.F.I. Address: 6108 AVENDIA ENCINAS STE A City, State: Carlsbad CA 92009 Plan Checker: Job #: 990061 Job Name: NEWTON INDUSTRIAL CB990594 Job Address: 5803 NEWTON DR Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. fl Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st 2nd 3rd Other Agency ID ED Job # 990061 FD File # CONSOLIDATED FIRE PROTECTION 6108 AVENIDA ENCINAS, STE. A CARLSBAD, CA. 92009 HYDRAULIC CALCULATIONS FOR NEWTON INDUSTRIAL SPEC. SUITE B 5803 NEWTON DRIVE, CARLSBAD, CA REMOTE AREA #2 - OFFICE AREA DATE: 05-18-99 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 900 COVERAGE PER SPRINKLER: 225 MAX NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 198.6 gpm TOTAL WATER REQUIRED (including hose): 298.6 gpm FLOW AND PRESSURE (@ BOR): 198.6 gpm @ 56.8 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: CONSOLIDATED FIRE PROTECTION DESIGN/LAYOUT BY: M.G. AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 641834 SYSTEM DESIGN IS BASED ON N.F.P.A. #13 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 012A534 HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 05/18/1999 C:\HASS63\NEWTON\NEW-2.SDF JOB TITLE: NEWTON INDUSTRIAL - MEZZ. OFFICES .10/900 GPM/SQ FT WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 115.0 112.0 1494.0 114.8 298.6 74.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 298.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 198.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 9.0 K= 5.60 7.3 15.1 2 9.0 K= 5.60 7.0 14.8 3 10.3 - - - - 7.3 - - - 4 10.3 - - - - 9.7 - - - 5 9.0 K= 5.60 8.7 16.6 6 9.0 K= 5.60 8.6 16.4 7 10.3 - - - - 9.1 - - - 8 10.3 - - - - 12.0 - - - 9 9.0 K= 5.60 12.8 20.0 10 10.3 - - - - 14.5 - - - 11 9.0 K= 5.60 16.4 22.7 12 10.3 - - - - 18.7 - - - 13 10.3 - - - - 37.1 - - - 14 9.0 K= 5.60 15.3 21.9 15 10.3 - - - - 17.3 - - - 16 9.0 K= 5.60 16.3 22.6 17 10.3 - - - 18.6 - - - 18 9.0 K= 5.60 17.7 23.6 19 10.3 - - - - 19.9 - - - 20 9.0 K= 5.60 19.9 25.0 21 10.3 - - - - 22.8 - - - 22 10.3 - - - 37.4 - - - POC 25.0 - - - - 46.1 TOR 25.0 - - - - 46.2 - - - BOR 1.0 - - - - 56.8 - - - EF1 3.0 - - - - 64.0 - - - BF2 3.0 - - - - 56.0 - - - A 0.0 HOSE STREAM 65.3 100.0 B 0.0 - - - - 65.4 - - - SRC -20.0 SOURCE 74.1 298.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 05/18/1999 C:\HASS63\NEWTON\NEW-2.SDF JOB TITLE: NEWTON INDUSTRIAL - MEZZ. OFFICES .10/900 GPM/SQ FT 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) F.L./FT (PSI) Pipe: 1 -15.1 1.087 PL 4.00 PF 0.5 1 9.0 5.6 7.3 15.1 5.2 120 FTG 2E PE -0.6 3 10.3 0.0 7.3 0.0 0.065 TL 8.00 PV 0.2 Pipe: 2 -14.8 1.087 PL 6.00 PF 0.8 2 9.0 5.6 7.0 14.8 5.1 120 FTG ET PE -0.6 3 10.3 0.0 7.3 0.0 0.063 TL 13.00 PV 0.2 Pipe: 3 -30.0 1.087 PL 0.50 PF 2.4 3 10.3 0.0 7.3 0.0 10.4 120 FTG 2T PE 0.0 4 10.3 0.0 9.7 0.0 0.231 TL 10.50 PV 0.7 Pipe: 4 -30.0 1.087 PL 10.00 PF 2.3 4 10.3 0.0 9.7 0.0 10.4 120 FTG ---- PE 0.0 8 10.3 0.0 12.0 0.0 0.231 TL 10.00 PV 0.7 Pipe: 5 -16.6 1.087 PL 8.00 PF 0.9 5 9.0 5.6 8.7 16.6 5.7 120 FTG 2E PE -0.6 7 10.3 0.0 9.1 0.0 0.077 TL 12.00 PV 0.2 Pipe: 6 -16.4 1.087 PL 7.00 PF 1.1 6 9.0 5.6 8.6 16.4 5.7 120 FTG ET PE -0.6 7 10.3 0.0 9.1 0.0 0.076 TL 14.00 PV 0.2 Pipe: 7 -33.0 1.087 PL 0.50 PF 2.9 7 10.3 0.0 9.1 0.0 11.4 120 FTG 2T PE 0.0 8 10.3 0.0 12.0 0.0 0.276 TL 10.50 PV 0.9 Pipe: 8 -62.9 1.416 PL 10.00 PF 2.5 8 10.3 0.0 12.0 0.0 12.8 120 FTG ---- PE 0.0 10 10.3 0.0 14.5 0.0 0.252 TL 10.00 PV 1.1 Pipe: 9 -20.0 1.087 PL 7.00 PF 2.3 9 9.0 5.6 12.8 20.0 6.9 120 FTG 2E2T PE -0.6 10 10.3 0.0 14.5 0.0 0.110 TL 21.00 PV 0.3 Pipe: 10 -82.9 1.416 PL 10.00 PF 4.2 10 10.3 0.0 14.5 0.0 16.9 120 FTG ---- PE 0.0 12 10.3 0.0 18.7 0.0 0.419 TL 10.00 PV 1.9 Pipe: 11 -22.7 1.087 PL 7.00 PF 2.9 11 9.0 5.6 16.4 22.7 7.8 120 FTG 2E2T PE -0.6 12 10.3 0.0 18.7 0.0 0.138 TL 21.00 PV 0.4 Pipe: 12 -105.6 1.416 PL 22.00 PF 18.4 12 10.3 0.0 18.7 0.0 21.5 120 FTG T PE 0.0 13 10.3 0.0 37.1 0.0 0.656 TL 28.00 PV 3.1 Pipe: 14 -21.9 1.087 PL 6.00 PF 2.6 14 9.0 5.6 15.3 21.9 7.6 120 FTG 2E2T PE -0.6 15 10.3 0.0 17.3 0.0 0.129 TL 20.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 05/18/1999 C:\HASS63\NEWTON\NEW-2 .SDF JOB TITLE: NEWTON INDUSTRIAL - MEZZ. OFFICES .10/900 GPM/SQ FT PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 15 -21.9 1.087 PL 10.00 PF 1.3 15 10.3 0.0 17.3 0.0 7.6 120 FTG ---- PE 0.0 17 10.3 0.0 18.6 0.0 0.129 TL 10.00 PV 0.4 Pipe: 16 -22.6 1.087 PL 7.00 PF 2.9 16 9.0 5.6 16.3 22.6 7.8 120 FTG 2E2T PE -0.6 17 10.3 0.0 18.6 0.0 0.137 TL 21.00 PV 0.4 Pipe: 17 -44.5 1.416 PL 10.00 PF 1.3 17 10.3 0.0 18.6 0.0 9.1 120 FTG ---- PE 0.0 19 10.3 0.0 19.9 0.0 0.133 TL 10.00 PV 0.6 Pipe: 18 -23.6 1.087 PL 5.00 PF 2.8 18 9.0 5.6 17.7 23.6 8.1 120 FTG 2E2T PE -0.6 19 10.3 0.0 19.9 0.0 0.148 TL 19.00 PV 0.4 Pipe: 19 -68.1 1.416 PL 10.00 PP. 2.9 19 10.3 0.0 19.9 0,0 13.9 120 FTG ---- PE 0.0 21 10.3 0.0 22.8 0.0 0.291 TL 10.00 PV 1.3 Pipe: 20 -25.0 1.087 PL 7.00 PF 3.5 20 9.0 5.6 19.9 25.0 8.6 120 FTG 2E2T PE -0.6 21 10.3 0.0 22.8 0.0 0.165 TL 21.00 PV 0.5 Pipe: 21 -93.1 1.416 PL 22.00 PP 14.5 21 10.3 0.0 22.8 0.0 19.0 120 FTG T PE 0.0 22 10.3 0.0 37.4 0.0 0.519 TL 28.00 PV 2.4 Pipe: 23 -105.6 2.731 PL 12.00 PP 0.3 13 10.3 0.0 37.1 0.0 5.8 120 FTG ---- PF 0.0 22 10.3 0.0 37.4 0.0 0.027 TL 12.00 PV 0.2 Pipe: 24 -198.7 2.731 PL 118.00 PF 15.1 22 10.3 0.0 37.4 0.0 10.9 120 FTG 5ET PE -6.4 POC 25.0 0.0 46.1 0.0 0.086 TL 175.00 PV 0.8 Pipe: 25 -198.7 6.403 PL 96.00 PF 0.2 POC 25.0 0.0 46.1 0.0 2.0 120 FTG E PE 0.0 TOR 25.0 0.0 46.2 0.0 0.001 TL 114.00 PV 0.0 Pipe: 26 -198.7 6.403 PL 27.00 PP 0.1 TOR 25.0 0.0 46.2 0.0 2.0 120 FTG ETG PE 10.4 BOR 1.0 0.0 56.8 0.0 0.001 TL 87.00 PV 0.0 Pipe: 27 -198.7 7.980 PL 60.00 PP 0.1 BOR 1.0 0.0 56.8 0.0 1.3 150 FTG 4ET PE -0.9 BF2 3.0 0.0 56.0 0.0 0.000 TL 214.00 PV 0.0 Pipe: 28 FIXED PRESSURE LOSS DEVICE BF1 3.0 0.0 64.0 0.0 8.0 psi, 198.7 gpm BF2 3.0 0.0 56.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 05/18/1999 C:\HASS63\NEWTON\NEW-2 .SDF JOB TITLE: NEWTON INDUSTRIAL - MEZZ. OFFICES .10/900 GPM/SQ FT PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 29 -198.7 7.980 PL 10.00 PF 0.0 BF1 3.0 0.0 64.0 0.0 1.3 150 FTG 2ET PE 1.3 A 0.0 H.S. 65.3 100.0 0.000 TL 112.00 PV 0.0 Pipe: 30 -196.4 7.980 PL 270.00 PF 0.1 A 0.0 H.S. 65.3 100.0 1.3 150 FTG ET PE 0.0 B 0.0 0.0 65.4 0.0 0.000 TL 346.00 PV 0.0 Pipe: 31 -102.2 7.980 PL1030.00 PF 0.1 A 0.0 H.S. 65.3 100.0 0.7 150 FTG 3ET PE 0.0 B 0.0 0.0 65.4 0.0 0.000 TL1158.00 PV 0.0 Pipe: 32 -298.6 7.980 PL 40.00 PF 0.1 B 0.0 0.0 65.4 0.0 1.9 150 FTG TG PE 8.7 SRC -20.0 SRCE 74.1 (N/A) 0.001 TL 96.00 PV 0.0 NOTES: Calculations were performed by the HASS 6.3.0 computer program under license no. 012A534 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 The system has been balanced to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.133 gpm. velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 21.5 ft/sec at pipe 12. PIPE FITTINGS TABLE Pipe Table Name: BLT-DYNA.PIP PAGE: A MATERIAL: BLTDYN HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEl ChkVl Bfyvl GatVl A1mCk DPvlv --------------------------------------------------------- NPTee 1.087 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 05/18/1999 C:\HASS63\NEWTON\NEW-2.SDF JOB TITLE: NEWTON INDUSTRIAL - MEZZ. OFFICES .10/900 GPM/SQ FT 1.416 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 2.731 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 6.403 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 38.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEi ChkVi BfyVi GatVi NPTee 7.980 26.00 50.00 19.00 64.00 17.00 6.00 50.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 05/18/1999 C:\HASS63\NEWTON\NEW-2 .SDF JOB TITLE: NEWTON INDUSTRIAL - MEZZ. OFFICES .10/900 GPM/SQ FT WATER SUPPLY CURVE 120+ <-112.0 psi © 1494 gpm Flow Test Point 100+ Ulm P 80+ R E X S S 70+ U R E 60+ P S I 50+ ) I 40+ 30+ 20+ LEGEND I! 'p X = Required Water Supply 74.12 psi © 298.6 gpm 10+ II 0 = Available Water Supply " 114.85 psi © 298.6 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)