Loading...
HomeMy WebLinkAbout2034 CORTE DEL NOGAL; ; AS020135; Permit5/9/24, 9:02 AM AS020135 Permit Data City of Carlsbad Sprinkler Permit 2034 CORTE DEL Job Address: NOGAL Permit Type: SPRINK Parcel No: 2130613100 Lot #: 0 Reference No.: Permit No: AS020135 Status: ISSUED Applied 10/3/2002 Approved: 10/25/2002 Issued: 10/25/2002 PC #: Inspector: Project Title: CARLSBAD OFFICE PARK BLDG E Applicant: Owner: Fees ($) Add'I Fees ($) Total ($) Balance ($) 449.75 0 449.75 0 about:blank . i/l -J.M. Carden Sprinkler Co., Inc. M62-o ls 2909 Fletcher Drive, Los Angeles, California 90065 Ph. 1-323-258-8300 Fax 1-323-255-2895 C16-166282 Hydraulic Calculation Cover Sheet JOB NAME: STREET ADDRESS: CITY: JOB NO.: SYSTEM NO.: DATE: OCCUPANCY: SYSTEM TYPE: SPRINKLER ORIFICE SIZE: DENSITY,AREA AT ROOF: COVERAGE PER SPRINKLER: NO. OF SPRINKLERS CALCULATED: ROOF SYSTEM DEMAND @ B.O.R.: RACK SYSTEM DEMAND @ B.O.R.: INSIDE HOSE ALLOWANCE: OUTSIDE HOSE ALLOWANCE: TOTAL DEMAND © P.O.C.: AVAILABLE FOR SYSTEM @ P.O.C.: SAFETY MARGIN: CALCULATED BY: AUTHORITY HAVING JURISDICTION: NOTES: CARLSBAD OFFICE PARK 2034 cORTE DEL NOGAL CARLSBAD, CA. 5396 BLDG. 'E' ROOF 9/26/02 LIGHT HAZARD (OFFICE BLDG.) WET 1/2" 0.10 GPM/SQ. FT. OVER 1500 SQ. FT. 165 SQ. FT. (MAX.) 12 218.7 GPM © 45.5 PSI N/A 100 gpm 0 318.7 GPM © 62.6 1350 GPM © 124.4 PSI 61.8 PSI U. CELESTIAL CARLSBAD FIRE PREVENTION OFFICE • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\5396 BLDG'E'.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG.'E' WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. PRESS.- @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 125.0 116.0 1350.0 124.4 318.7 62.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 318.7 GPM TOTAL. HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 218.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 14.0 ---- 17.6 2 15.5 K= 5.36 11.3 18.0 2X 15.5 K= 5.36 9.5 16.5 2Y 15.5 K= 5.29 8.7 15.6 3 15.5 K= 5.36 9.5 16.5 4 15.5 K= 5.36 9.6 16.6 5 15.5 K= 5.36 10.3 17.2 6 14.0 - - - - 15.3 7 14.0 - - - - 18.0 - - - 8 15.5 K= 5.36 13.0 19.3. 9 15.5 K= 5.36 12.4 18.9 10 15.5 K= 5.36 12.4 18.9 ii 15.5 K= 5.36 12.5 19.0 12 14.0 .---- 15.5 13 . 14.0 - - - - 19.1 - - - 14 15.5 K=.,5.36 15.6 21.2 15 15.5 K= 5.36 15.4 21.0 16 14.0 - - - 16.3 - - - 17 14.0 - - - - 21.1 - - - 18 14.0 - - - - 17.0 - - - 19 14.0 - - - - 23.3 - - - 20 14.0 - - - - 17.4 - - - 21 14.0 - - - - 26.4 - - - 22 14.0 - - - - 17.6 - - - TOR 11.2 - - - - 39.3 -BOR 1.0 HOSE STREAM 45.5 • 100.0 Ui -5.2 - - - - • 57.9 02 -4.0 ---- 57.4 03 -4.0 - - - - 57.3 04 -4.0 - - - - 56.3 - - - 05 .3.0 - - - - 52.9 06 3.0 - - - - 46.9 07 -4.0 . - - - - 49.8 - - - 08 . -3.5 ----' 48.0 --- 09 -6.0 - - - - 58.2 • - - - • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/26/2002 C:\DRAWINGS\ARLSBAD OFFICE PARK\5396 BLDG'E'.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG.'E' NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 010 -5.2 - - - - 57.8 011 -5.2 - - - - 57.8 --- Cl -16.0 - - - - 62.6 --- C2 -4.5 - - - - 57.6 --- C3 -16.0 - - - - 62.6 C5 -16.0 - - - - 62.6 CITY -16.0 SOURCE 62.6 . 318.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\5396 BLDG'E'.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG.'E' 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 54.3 1.408 PL 25.58 PF 5.7 1 14.0 0.0 17.6 0.0 11.2 120 FTG E PE -0.6 2 15.5 5.4 11.3 18.0 0.197 TL 28.88 PV Pipe: 2 36.3 1.408 PL 12.67 PF 1.8 2 15.5 5.4 11.3 18.0 7.5 120 FTG 2E PE 0.0 2X 15.5 5.4 9.5 16.5 0.093 TL 19.27 PV Pipe: 2A . -15.6 1.080 PL 3.42 PF 0.8 2Y 15.5 5.3 8.7 15.6 5.5 120 FTG ET PE 0.0 2X 15.5 5.4 9.5 16.5 0.071 TL 11.52 PV Pipe: 2B 4.1 1.408 PL 8.33 PF 0.0 2X 15.5 5.4 9.5 16.5 0.8 120 FTG 2E PE 0.0 3 15.5 5.4 9.5 16.5 0.002 TL 14.93 PV Pipe: 3 -12.4 1.408 PL 8.00 PF 0.1 3 15.5 5.4 9.5 16.5 2.6 120 FTG ---- PE 0.0 4 . 15.5 5:4 9.6 16.6 0.013 TL 8.00 PV Pipe: 4 -29.0 1.408 PL 12.00 PF 0.7- 4 15.5 5.4 9.6 16.6 6.0 120 FTG. ---- PE 0.0 5 15.5 5.4 10.3 17.2 0.062 TL 12.00 PV Pipe: 5 -46.2 1.408 PL 26.08 PF 4.3 5 15.5 5.4 10.3 17.2 9.5 120 FTG E PE 0.6 6 14.0 0.0 15.3 0.0 0.146 TL 29.38 PV Pipe: 6 54.3 2.104 PL 13.08 PF 0.4 7 14.0 0.0 18.0 0.0 5.0 120 FTG ---- PE 0.0 1 14.0 0.0 17.6 0.0 0..028 TL 13.08 PV Pipe: 7 44.4 1.408 PL 25.58 PF 4.4 7 14.0 0.0 18.0 0.0 9.2 120 FTG T PE -0.6 8 15.5 5.4 13.0 19.3 . 0.136 TL 32.18 PV Pipe: 8 25.1 1.408 PL 12.00 PF 0.6 8 15.5 5.4 13.0 19.3 5.2 120 FTG ---- PE 0.0 9 15.5 5.4 12.4 18.9 0.047 TL 12.00 PV Pipe: 9 6.2 1.408 PL 12.00 FE' 0.0 9 15.5 5.4 12.4 18.9 1.3 120 FTG ---- FE 0.0 10 15.5 54 12.4 18.9 0.004 TL 12.00 PV Pipe: 10 -12.6 1.408 FL 12.00 PF 0.2 10 15.5 5.4 12.4 18.9 2.6 120 FTG ---- PE 0.0 ii 15.5 5.4 12.5 19.0 0.013 TL 12.00 PV .Pipe: 11 -31.6 1.408 FL 26.08 FE' 2.4 11 15.5 5.4 12.5 19.0 6.5 120 FTG T PE 0.6 12 14.0 0.0 15.5 0.0 0.072 TL 32.68 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\5396 BLDG'E'.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'E' PIPE TAG Q(GPM) .DIA(IN) LEWGTH PRESS. .END ELEV. NOZ. PT ' DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 46.2 2.104 PL 13.08 PF 0.3 12 14.0 0.0 15.5 0.0 4.3 120 FTG ---- PE 0.0 6 14.0 0.0 15.3 0.0 0.021 TL 13.08 PV Pipe: 13 98.7 2.104 PL 13.08 PF 1.1 13 14.0 0.0 19.1 0.0 9.1 120 FTG ---- PE 0.0 7 14.0 0.0 18.0 0.0 0.084 TL 13.08 PV Pipe: 14 35.5 1.408 FL 25.58 PF 2.9 13 14.0 0.0 19.1 0.0 7.3 120 FTG T FE -0.6 14 15.5 5.4 15.6 21.2 0.090 TL 32.18 PV Pipe: 15 14.3 1.408 FL 12.00 PF 0.2 14 15.5 5.4 15.6 21.2 3.0 120 FTG ---- PE 0.0 15 15.5 54 15.4 21.0 0.017 TL 12.00 PV Pipe: 16 -6.7 1.408 PL 50.08 PF 0.2 15 15.5 5.4 15.4 21.0 1.4 120 FTG T FE 0.6 16 14.0 0.0 16.3 0.0 0.004 TL 56.68 PV Pipe: 17 77.8 2.104 PL 13.08 PF 0.7 16 14.0 0.0 16.3 0.0 7.2 120 FTG ---- FE 0.0 12 14.0 0.0 15.5 0.0 0.054 TL 13.08 PV Pipe: 18 134.2 2.104 PL 13.08 PF 1.9 17 14.0 0.0 21.1 0.0 12.4 120 FTG ---- PE 0.0 13 14.0 0.0 19.1 0.0 0.148 TL 13.08 PV Pipe: 19 22.8 1.408 PL 88.67 PF 4.0 17 14.0 0.0 21.1 0.0 4.7 120 FTG 2T FE 0.0 :LS 14.0 0.0 17.0 0.0 0.039 TL 101.87 PV Pipe: 20 84.5 2.104 PL 12.25 PF 0.8 18 14.0 0.0 17.0 0.0 7.8 120 -FTG ---- PE 0.0 16 14.0 0.0 16.3 0.0 0.063 TL 12.25 PV Pipe: 21 157.0 2.104 FL 11.50 PF 2.3 19 14.0 0.0 23.3 0.0 14.5 120 FTG ---- PE 0.0 17 14.0 0.0 21.1 0.0 0.198 TL 11.50 PV Pipe: 22 28.0 1.408 FL 88.67 PF 5.9 19 14.0 0.0 23.3 0.0 5.8 120 FTG 2T FE 0.0 20 14.0 0.0 17.4 0.0 0.058 TL 101.87 PV Pipe: 23 61.8 2.104 FL 11.50 PF 0.4 20 14.0 0.0 17.4 0.0 5.7 120 FTG ---- FE 0.0 18 14.0 0.0 17.0 0.0 0.035 TL 11.50 PV Pipe: 24. 185.0 2.104 FL 11.50 PF 3.1 21 14.0 0.0 26.4 0.0 17.1 120 FTG ---- PE 0.0 19 14.0 0.0 23.3 0.0 0.269 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\5396 BLDG'E'.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'E' 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: 25 33,7 1.408 PL 88.67 PF 8.9 21 14.0 0.0 26.4 0.0 7.0 120 FTG 2E2T PE 0.0 22 14.0 0.0 17.6 0.0 0.082 TL 108.47 PV Pipe: 26 33.7 2.104 FL 11.50 PF 0.1 22 14.0 0.0 17.6 0.0 3.1 120 FTG ---- PE 0.0 20 14.0 0.0 17.4 0.0 0.012 TL 11.50 PV Pipe: 27 -218.7 2.104 FL 20.75 FE' 11.6 21 14.0 0.0 26.4 0.0 20.2 120 FTG 2E PE 1.2 TOR 11.2 0.0 39.3 0.0 0.367 TL 31.75 PV Pipe: 28 -218.7 3.000 PL 10-.i7 PF 1.8 TOR 11.2 0.0 39.3 0.0 9.9 120 FTG EA FE 4.4 BOR 1.0 H.S. 45.5 100.0 0.065 TL 28.10 PV Pipe: 29 -318.7 4.000 FL 5.00 PF 0.5 BOR 1.0 H.S. 45.5 100.0 8.1 120 FTG E FE 1.9 U8 -3.5 0.0 48.0 0.0 0.032 TL 14.69 PV Pipe: 30 -318.7 4.070 FL 54.00 FE' 1.6 U8 -3.5 0.0 48.0 0.0 7.9 150 FTG 3L FE 0.2 U7. -4.0 0.0 49.8 0.0 0.020 TL 82.80 PV Pipe: 31 -318.7 4.155 FL 7.00 PF 0.1 U7 -4.0 0.0 49.8 0.0 7.5 140 FTG ---- FE -3.0 U6 3.0 0.0 46.9 0.0 0.020 TL 7.00 PV Pipe: 32 FIXED PRESSURE LOSS DEVICE US 3.0 0.0 52.9 0.0 6.0 psi, 318.7 gpm U6 3.0 0.0. 46.9 0.0 Pipe: 33 -318.7 4.155 FL 7.00 FE' 0.3 U5 3.0 0.0 52.9 0.0 7.5 140 FTG L FE 3.0 U4 -4.0 0.0 56.3 0.0 0.020 TL 16.30 PV Pipe: 34 -318.7 4.155 FL 16.00 FE' 1.0 U4 -4.0 0.0 56.3 0.0 7.5 140 FTG TG FE 0.5 UU -5.2 0.0 57.8 0.0 0.020 TL 50.10 PV Pipe: 35 -203.2 7.680 FL 119.00 FE' 0.1 U].1 -5.2 0.0 57.8 0.0 1.4 150 FTG T2LG FE 0.0 01 -5.2 0.0 57.9 0.0 0.000 TL 196.00 PV Pipe: 36 -51.6 7.680 FL 199.00 FE' 0.0 01 -5.2 0.0 57.9 0.0 0.4 150 FTG T2LG FE -0.5 03 -4.0 0.0 57.3 0.0 0.000 TL 276.00 PV Pipe: 37 . -51.6 7.680 FL 89.00 FE' 0.0 U3 -4.0 0.0 57.3 0.0 0.4 150 FTG TG FE 0.0 02 -4.0 0.0 57.4 0.0 0.000 TL 135.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\5396 BLDG'E'.SDF JOB TITLE: CARLSBAD OFFICE PARKBLbG.'E' 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: 38 115.5 7.680 PL 191.00 PF 0.0 (32 -4.0 0.0 57.4 0.0 0.8 150 FTG 3L PE 0.5 010 -5.2 0.0 57.8 0.0 0.000 TL 237.20 PV Pipe: 39 115.5 7.680 PL 366.00 PF 0.1 010 -5.2 0.0 57.8 0.0 0.8 150 FTG 3L PE 0.0 011 -5.2 0.0 57.8 0.0 0.000 TL 412.20 PV Pipe: 40 -151.6 7.680 PL 138.00 PF 0.0 01 -5.2 0.0 57.9 0.0 1.1 150 FTG 2G PE 0.3 09 -6.0 0.0 58.2 0.0 0.000 TL 147.40 PV Pipe: 41 -151.6 7.680 PL 51.00 PF 0.0 09 -6.0 0.0 58.2 0.0 1.1 150 FTG 4LG PE 4.3 C3 -16.0 0.0 62.6 0.0 0.000 TL 117.30 PV Pipe: 42 -151.6 7.680PL 46.00 PF 0.0 C3 -16.0 0.0 62.6 0.0 1.1 150 FTG LG PE 0.0 Cl -16.0 0.0 62.6 0.0 0.000 TL 66.10 PV Pipe: 43 -151.6 11.200 PL 262.00 PF 0.0 Cl -16.0 0.0 62.6 0.0 0.5 150 FTG G PE 0.0 C5 -16.0 0.0 62.6 0.0 0.000 TL 268.60 PV Pipe: 44 -167.1 7.680 PL 97.00 PF 0.0 02 -4.0 0.0 57.4 0.0 1.2 150 FTG T2G PE 0.2 C2 -4.5 0.0 57.6 0.0 0.000 TL 147.90 PV Pipe: 45 -167.1 10.395 PL 364.00 PF 0.0 C2 -4.5 0.0 57.6 0.0 0.6 140 FTG TG PE 5.0 C5 -16.0 0.0 62.6 0.0 0.000 TL 451.50 PV Pipe: 46 -318.7 12.455 PL 1.00 PF 0.0 C5 -16.0 0.0 62.6 0.0 0.8 140 FTG ---- PE 0.0 CITY -16.0 SRCE 62.6 (N/A) 0.000 TL 1.00 PV NOTES Calculations were performed by the HASS 7.4 computer program under license no. 50051109 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.076 gpm. Total pressure at each node, is used in balancing the system. Maximum water velocity is 20.2 ft/sec at pipe 27. PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Eli Tee LNGELL CKVA BTRFLY GATE 4.070 15.90 31.80 9.60 35.00 19.10 3.20 7.680 21.30 41.50 15.40 53.40 14.20 4.70 :1.1.200 29.90 66.30 19.90 71.90 23.20 6.60 D S SEll 0.00 6.40 0.00 10.70 0.00 14.40 A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/26/2002 .C:\DRAWINGS\CARLSBAD OFFICE PARK\5396 BLDG'E'.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'E' - (4) a. System remote area -IAS been proven or 'peaked'. Minimum pressure at any sprinkler: 8.695 psi Minimum pressure with remote area shifted one sprinkler space toward left cross main: 8.892 psi Minimum pressure with remote area shifted one sprinkler space toward right cross main: 8.717 psi (5) PIPE FITTINGS TABLE Pipe Table Name: Carden.pip PAGE: * MATERIAL: S40 HWC: 12.0 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: A MATERIAL: DynaTh HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv SEll 1.080 2.30 5.80 2.30 5.80 6.50 1.10 0.00 0.00 1.20 1.408 3.30 6.60 2.20 7.70 6.50 1.10 0.00 0.00 1.10 2.104 5.50 10.90 3.30 12.00 6.50 1.10 0.00 0.00 2.20 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LNGELL CKVA BTRFLY GATE 4.155 15.50 31.00 9.30 34.10 18.60 3.10 0.00 0.00 0.00 10.395 35.00 79.50 25.40 87.50 30.20 8.00 0.00 0.00 0.00 12.455 44.10 98.10 29.40 106.30 34.30 9.80 0.00 0.00 0.00 -- I SPRINKLER SYSPEM HYDRAULIC ANALYSIS Page 8 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD -OFFICE PARK\5396 BLDG'E' . SDF JOB TIT 0 0 0 0 0 0 I—I 0 ("J w co 0 U-) i—I 0<DOCX] 04 Z 04 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\5396 BLDG 'E t .SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'E' / Utility Report: Equivalent K-Factor CaTculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len.(ft) Len.(ft) coef. K-factor ARMOVER 5.60 7.00 1.080 2.00 ET 10.10 120.00 5.36 Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name I(-Factor (psi) (in) Len.(ft) Len.(ft) coef. K-factor 2Y 5.60 7.00 1.080 5.00 ET 13.10 120.00 5.29