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Home My WebLink About5781 VAN ALLEN WAY; ; AS100043; PermitApplicant: Owner: 626-336-0043 MIKE L. HUANTE JR. 16035 OLD VALLEY RD LA PUENTE, CA GRIFFIN CAPITAL CARLSBAD POINTE INVESTORS L L C C/O INVITROGEN CORPORATION 1600 FARADAY AVE CARLSBAD CA 4/4/25, 11:25AM AS 100043 Permit Data City of Carlsbad Sprinkler Permit Job Address: 5781 VAN ALLEN WY Permit Type: SPRINK Parcel No: 2121304400 Lot #: 0 Reference No.: Permit No: A5100043 Status: ISSUED Applied 4/7/2010 Approved: 4/7/2010 Issued: 4/7/2010 PC #: Inspector: Project Title: LIFE TECH MECHANICAL ROOM TWO FIRE SPRINKLER INSPECTIONS @ $65/EA Fees ($) Add'l Fees ($) Total ($) Balance($) 130J 0 130 ±III about:blank 1/1 HYDRAULIC CALCULATIONS FOR Mechanical Room Ducts, Part 2 Life Technology 5781 Van Allen Way Carlsbad, CA. DATE: 4-3-2010 FILE NO: Duct2 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: MINIMUM FLOW PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: (Under Ducts in Mechanical Room) Ordinary Hazard Group 1 0.15 gpm/sq. ft. One Row Seven Sprinklers (NFPA 13, Section 11.2.3.4.2) 130.0 sq. ft. 19.5 gpm 7 136.8 gpm TOTAL WATER REQUIRED (including hose) : 386.8 gpm FLOW AND PRESSURE (@ BOR) : 386.8 Oogpm @ 23.8 psi SPRINKLER ORIFICE SIZE:. 1/2" SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/3/2010 I:\DATA\DUCT2 .SDF JOBTITLE: Ducts WATER SUPPLY DATA SOURCE STATIC RESID. NODE PRESS. PRESS. TAG (PSI) (PSI) BOR 90.0 89.0 AGGREGATE FLOW ANALYSIS: FLOW AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (GPM) (PSI) (GPM) (PSI) 1989.0 90.0 386.8 23.8 Ib1O '-.- . T'SUC 'A•vi. TOTAL FLOW AT SOURCE 386.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 136.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 28.0 - - - - 11.7 - - - 2 28.0 - - - - 11.6 - - - 3 28.0 - - - - 11.4 - - - 4 28.0 - - - - 11.4 - - - 5 28.0 - - - - 11.3 - - - 6 28.0 - - - - 11.3 - - - 7 28.0 - - - - 11.3 - - - 8 28.0 - - - - 11.3 9 28.0 - - - - 11.3 - - - 10 29.0 - - - - 10.9 - - - 11 29.0 - - - - 10.9 - - - 12 29.0 - - - - 10.8 - - - 13 29.0 - - - - 10.8 - - - 14 29.0 - - - - 10.8 - - - 15 29.0 - - - - 10.8 - - - 16 29.0 - - - - 10.8 - - - 17 29.0 - - - - 10.6 - - - 18 29.0 - - - - 10.6 - - - 19 29.0 - - - - 10.5 - - - 20 29.0 - - - - 10.5 - - - 21 29.0 - - - - 10.5 - - - 22 29.0 - - - - 10.5 - - - 23 29.0 - - - - 10.5 - - - A 18.0 K= 5.60 12.1 19.5 B 18.0 K= 5.60 12.2 19.5 C 18.0 K= 5.60 12.2 19.5 D 18.0 K= 5.60 12.2 19.5 E 18.0 K= 5.60 12.2 19.5 F 18.0 K= 5.60 12.2 19.6 G 18.0 K= 5.60 12.2 19.6 TOR 28.0 - - - - 11.8 - - - BOR 0.5 SOURCE 23.8 136.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/3/2010 I:\DATA\DUCT2.SDF JOB TITLE: Ducts 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: 1 136.8 6.357 PL 27.50 PF 0.1 BOR 0.5 SRCE 23.8 (N/A) 1.4 120 FTG BA PE -11.9 TOR 28.0 0.0 11.8 0.0 0.001 TL 75.50 PV Pipe: 2 136.8 6.357 PL 80.00 PF 0.1 TOR 28.0 0.0 11.8 0.0 1.4 120 FTG E PE 0.0 1 28.0 0.0 11.7 0.0 0.001 TL 98.00 PV Pipe: 3 136.8 6.357 PL 92.00 PF 0.1 1 28.0 0.0 11.7 0.0 1.4 120 FTG T PE 0.0 2 28.0 0.0 11.6 0.0 0.001 TL 130.00 PV Pipe: 4 136.8 4.260 PL 50.00 PF 0.2 2 28.0 0.0 11.6 0.0 3.1 120 FTG ---- PE 0.0 3 28.0 0.0 11.4 0.0 0.005 TL 50.00 PV Pipe: 5 117.2 4.260 PL 10.50 PF 0.0 3 28.0 0.0 11.4 0.0 2.6 120 FTG ---- PE 0.0 4 28.0 0.0 11.4 0.0 0.004 TL 10.50 PV Pipe: 6 97.6 4.260 PL 10.50 PF 0.0 4 28.0 0.0 11.4 0.0 2.2 120 FTG ---- PE 0.0 5 28.0 0.0 11.3 0.0 0.003 TL 10.50 PV Pipe: 7 78.1 4.260 PL 10.50 PF 0.0 5 28.0 0.0 11.3 0.0 1.8 120 FTG ---- PE 0.0 6 28.0 0.0 11.3 0.0 0.002 TL 10.50 PV Pipe: 8 58.6 4.260 PL 10.50 PF 0.0 6 28.0 0.0 11.3 0.0 1.3 120 FTG ---- PE 0.0 7 28.0 0.0 11.3 0.0 0.001 TL 10.50 PV Pipe: 9 39.0 4.260 PL 10.50 PF 0.0 7 28.0 0.0 11.3 0.0 0.9 120 FTG ---- PE 0.0 8 28.0 0.0 11.3 0.0 0.000 TL 10.50 PV Pipe: 10 19.5 4.260 PL 10.50 PF 0.0 8 28.0 0.0 11.3 0.0 0.4 120 FTG ---- PE 0.0 9 28.0 0.0 11.3 0.0 0.000 TL 10.50 PV Pipe: 11 19.6 2.067 PL 1.00 PF 0.1 3 28.0 0.0 11.4 0.0 1.9 120 FTG T PE -0.4 10 29.0 0.0 10.9 0.0 0.005 TL 11.00 PV Pipe: 12 19.6 2.067 PL 1.00 PF 0.1 4 28.0 0.0 11.4 0.0 1.9 120 FTG T PE -0.4 11 29.0 0.0 10.9 0.0 0.005 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/3/2010 I:\DATA\DUCT2.SDF JOB TITLE: Ducts 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: 13 19.5 2.067 PL 1.00 PF 0.1 5 28.0 0.0 11.3 0.0 1.9 120 FTG T PE -0.4 12 29.0 0.0 10.8 0.0 0.005 TL 11.00 PV Pipe: 14 19.5 2.067 PL 1.00 PF 0.1 6 28.0 0.0 11.3 0.0 1.9 120 FTG T PE -0.4 13 29.0 0.0 10.8 0.0 0.005 TL 11.00 PV Pipe: 15 19.5 2.067 PL 1.00 PF 0.1 7 28.0 0.0 11.3 0.0 1.9 120 FTG T PE -0.4 14 29.0 0.0 10.8 0.0 0.005 TL 11.00 PV Pipe: 16 19.5 2.067 PL 1.00 PF 0.1 8 28.0 0.0 11.3 0.0 1.9 120 FTG T PE -0.4 15 29.0 0.0 10.8 0.0 0.005 TL 11.00 PV Pipe: 17 19.5 2.067 PL 1.00 PF 0.1 9 28.0 0.0 11.3 0.0 1.9 120 FTG T PE -0.4 16 29.0 0.0 10.8 0.0 0.005 TL 11.00 PV Pipe: 18 19.6 2.067 PL 57.00 PF 0.3 10 29.0 0.0 10.9 0.0 1.9 120 FTG T PE 0.0 17 29.0 0.0 10.6 0.0 0.005 TL 67.00 PV Pipe: 19 19.6 2.067 PL 57.00 PF 0.3 11 29.0 0.0 10.9 0.0 1.9 120 FTG T PE 0.0 18 29.0 0.0 10.6 0.0 0.005 TL 67.00 PV Pipe: 20 19.5 2.067 PL 57.00 PF 0.3 12 29.0 0.0 10.8 0.0 1.9 120 FTG T PE 0.0 19 29.0 0.0 10.5 0.0 0.005 TL 67.00 PV Pipe: 21 19.5 2.067 PL 57.00 PP 0.3 13 29.0 0.0 10.8 0.0 1.9 120 FTG T PE 0.0 20 29.0 0.0 10.5 0.0 0.005 TL 67.00 PV Pipe: 22 19.5 2.067 PL 57.00 PP 0.3 14 29.0 0.0 10.8 0.0 1.9 120 FTG T PE 0.0 21 29.0 0.0 10.5 0.0 0.005 TL 67.00 PV Pipe: 23 19.5 2.067 PL 57.00 PP 0.3 15 29.0 0.0 10.8 0.0 1.9 120 FTG T PE 0.0 22 29.0 0.0 10.5 0.0 0.005 TL 67.00 PV Pipe: 24 19.5 2.067 PL 65.00 PP 0.3 16 29.0 0.0 10.8 0.0 1.9 120 FTG T PE 0.0 23 29.0 0.0 10.5 0.0 0.005 TL 75.00 PV Pipe: 25 19.6 1.049 PL 16.00 PP 3.1 17 29.0 0.0 10.6 0.0 7.3 120 FTG 2ET PE 4.8 G 18.0 5.6 12.2 19.6 0.125 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/3/2010 I:\DATA\DUCT2.SDF JOB TITLE.: Ducts PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 26 18 29.0 0.0 F 18.0 5.6 Pipe: 27 19 29.0 0.0 E 18.0 5.6 Pipe: 28 20 29.0 0.0 D 18.0 5.6 Pipe: 29 21 29.0 0.0 C 18.0 5.6 Pipe: 30 22 29.0 0.0 B 18.0 5.6 Pipe: 31 23 29.0 0.0 A 18.0 5.E Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) 19.6 1.049 PL 16.00 PF 3.1 10.6 0.0 7.3 120 FTG 2ET PE 4.8 12.2 19.6 0.125 TL 25.00 PV 19.5 1.049 PL 16.00 PF 3.1 10.5 0.0 7.3 120 FTG 2ET PE 4.8 12.2 19.5 0.125 TL 25.00 PV 19.5 1.049 PL 16.00 PF 3.1 10.5 0.0 7.3 120 FTG 2ET PE 4.8 12.2 19.5 0.125 TL 25.00 PV 19.5 1.049 PL 16.00 PF 3.1 10.5 0.0 7.2 120 FTG 2ET PE 4.8 12.2 19.5 0.124 TL 25.00 PV 19.5 1.049 PL 16.00 PF 3.1 10.5 0.0 7.2 120 FTG 2ET PE 4.8 12.2 19.5 0.124 TL 25.00 PV 19.5 1.049 PL 16.00 PF 3.1 10.5 0.0 7.2 120 FTG 2ET PE 4.8 12.1 19.5 0.124 TL 25.00 PV NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 38021611 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 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 0.053 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 7.3 ft/sec at pipe 25. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/3/2010 I:\DATA\DUCT2.SDF JOB TITLE: Ducts PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEfl ChkVlv BfyViv GatViv AimChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 WATER SUPPLY ANALYSIS Static: 90.00 psi Resid: 89.00 psi Flow: 1989.0 gpm 100. 0 A U G E 60.0 R E S S U R E 40.0 p S i 20.0 -14.7 HI 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)