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HomeMy WebLinkAbout2036 CORTE DEL NOGAL; ; AS030201; Permit5/9/24, 9:04 AM AS030201 Permit Data City of Carlsbad Sprinkler Permit 2036 CORTE DEL Job Address: NOGAL Permit Type: SPRINK Parcel No: 2130612900 Lot #: 0 Reference No.: PC #: Permit No: AS030201 Status: ISSUED Applied 10/3/2003 Approved: 2/18/2004 Issued: 2/18/2004 Inspector: Project Title: SPEC SUITE #200 Applicant: Owner: Fees ($) Add'l Fees ($) Total ($) Balance ($) 100 0 100 0 about:blank ill City of Carlsbad 10-03-2003 Fire Department Permit Jermit No: AS030201 Job Address: 2036 CORTE DEL NOGAL CBAD Permit Type: 'SPRINK Subtype: TI Status: P Parcel No: Lot #: 0 Applied: 101931003 Issued: r1(6/OY Fire Dept Ref#: 0313 Building Permit#: EnteredBy: BSM Location: Project Title: SPEC SUITE #200 Description: Contractor: . ALL PRO FIRE PROTECTION, INC. Phone: —9.09-244-9836 I 30060 SILVER SADDLE CT. 92587 / Total Fees . 4100 00 2 j5TotaI Paymentso Date $000 t: 'M..;V / '•. \ \ ..4 # of Systems .1 Plan Check Fee 1 / Jv I / ('$50 00 AdditionalPlan Check Fee.::.:.1 ••, 's •- "$$0.00 #of Heads $0.00 Permit Fee 50.00 Additional Permit Fee .' \ 'W \Yf ' /0.00 Re-Inspection Fee 0.00 Other • , \.:-''. lNCC)flPORATF)//..4;f $0.00 Additional Feeses 1 952 , $000 TOTAL PERMIT FEES 00 I! I r_ s &J,/ / ") 5514 02/18/04 0002 01 02 COP 100.00 NOTICE: Please like NOTICE that approval of your projectindudes the imposition' of fees, dedications,'resesvations, or other exactions hereafter collectively referred to as 'fees/exactions.' You have 90 days from the date this permit was Issued to protest imposition of these feesiexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or ennui their imposition. 1• FIRE PROTECTION BUREAU 1635 FARADAY AVENUE, CARLSBAD, CA 920087314 (760) 602-4660 QD J.M. Carden Sprinkler Co., Inc. 2909 Fletcher Drive, Los Angeles, California 90065 Ph. 1-323-258-8300 Fax 1-323-255-2895 C16-166282 ASA-902-4 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 2036CORTE DEL NOGAL CARLSBAD, CA. 5396 BLDG. 'A' ROOF 9/26/02 LIGHT HAZARD (OFFICE BLDG.) WET 1/2" cöPM/SQ. OVER JQLSQ. FT. 165 SQ. FT. (MAX.) 13 207.9 GPM © 38.8 PSI N/A 100 gpm 0 307.9 GPM © 57.1 PSI 1350 GPM © 124.4 PSI 67.3 PSI U. CELESTIAL CARLSBAD FIRE PREVENTION OFFICE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\BLDG.'A' SEC FLR.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG.'A'ROOF WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) CITY 125.0 116.0 1350.0 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 124.4 307.9 57.1 TOTAL FLOW AT SOURCE 307.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100-.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 207.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 27.8 - - - - 14.3 2 ..28.8 K= 5.37 8.9 16.0 3 28.8 K= 5.37 7.7 14.9 4 28.8 K= 5.37 7.6 14.8 5 28.8 K= 5.37 7.7 14.9 6 28.8 K= 5.37 8.0 15.2 7 27.8 - - - - 10.2 8 27.8 - - - - 14.1 - - - 9 28.8 K= 5.37 9.3 16.4 10 28.8 K= 5.37 8.6 15.8 11 28.8 K= 5.37 8.4 15.6 12 28.8 . .K= 5.37 8.5 15.6 13 28:8 K= 5.37 8.7 15.8 14 27.8 - - - - 10.5 - - - 15 27.8 - - - - 15.5 - - - 16 28.8 K= 5.37 10.8 17.6 17 28.8 K= 5.37 10.6 17.4 18 . 27.8 11.5 19 27.8 - - - - 17.2 - - - 20 27.8 - - - - 12.9 - - - 21 27.2 - - - - 19.1 - - - 22 27.8 - - - - 12.9 - - - 23 27.8 - - - - 21.2 - - - 24 27.8 - - - - 14.3 . - - - 25 27.8 K= 5.37 11.0 17.8 26 27.2 - - - - . 15.4 - - - 27 27.2 - - - - 15.6 - - - 28 27.2 - - - - 16.5 - - - 29 27.2 - - - - 17.9 - - - 30 27.2 - - - - 19.6 - - - 31 .27.2 -- - - 22.1 - - - 32 27.2 - --- 11.2 33 27.2 - - - - 11.4 - - - 34 27.2 . - - - - 12.0 35 27.2 - - - - 12.8 - - - \ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/26/2002 C.: \DRAWINGS\CARLSBAD OFFICE PARK\BLDG. 'A' SEC FLR.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'A'ROOF NODE ANALYSIS DATA NODE TAG ELEVATION S NODE TYPE : PRESSURE DISCHARGE (FT) (PSI) (GPM) 36 27.2 13.8 37 27.2 - - - - 13.9 TOR 25.7 - - - - 25.6 BOR 1.0 HOSE STREAM 38.8 100.0 Ui -5.2 . - - - - 52.2 - - - 02 -4.0 - - - - 51.9 04 -4.0 ... - - - - 49.9 - - - (iS 3.0 - - - - 46.6 - - - U6 . 3.0 - - - - 40.6 07 -4.0 - - - - 43.5 08 -3.5 - - - - 41.2 - - 09 -9.0 - - - - 53.9 - - - (310 -6.0 - - - - 52.0 - - - 011 -5.2 - - - - 52.0 - - - Cl -16.0 - .- - - 57.1 - - - C2 -4.5 - - - - 52.1 C3 -16.0 - - - - 57.1 - - - CS -16.0 - - - - 57.1 - - - CITY -16.0 SOURCE 57.1 307.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 3 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\BLDG.'A' SEC FLR.SDF. JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'A'ROOF 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 . 39.0 1.408 PL 1.67 PF 0.9 26 27.2 0.0 15.4 0.0 8.0 120 FTG 2E PE -0.3 1 27.8 0.0 14.3 0.0 0.107 TL 8.27 PV Pipe: 2 3.9.0 1.408 PL 29.50 PF 4.9 1 27.8 0.0 14.3 0.0 8.0 120 FTG E2T PE -0.5 2 28.8 5.4 8.9 16.0 0.107 TL 46.00 PV Pipe: 3 22.9 1.408 PL 17.83 PF 1.2 2 28.8 5.4 8.9 16.0 4.7 120 FTG 2ET PE 0.0 3 28.8 5.4 7.7 14.9 0.040 TL 31.03 PV Pipe: 4 8.0 1.408 PL 11.17 PF 0.1 3 28.8 5.4 7.7 14.9 . 1.7 120 FTG ---- PE 0.0 4 28.8 5.4 7.6 14.8 0.006 TL 11.17 PV Pipe: 4A . -21.6 1.408 PL 9.92 FE' 0.4 5 28.8 5.4 7.7 14.9 4.5 120 FTG ---- PE 0.0 6 28.8 5.4 8.0 15.2 0.036 TL 9.92 PV Pipe: 5 -6.8 1.408 FL 10.58 PF 0.0 4 28.8 5.4 7.6 14.8 1.4 120 FTG ---- FE 0.0 5 28.8 5.4 7.7 14.9 0.004 -TL 10.58 PV Pipe: 6 -36.8 1.408 FL 11.08 PF 1.7 6 28.8 5.4 8.0 15.2 7.6 120 FTG T FE 0.5 7 27.8 0.0 10.2 0.0 0.096 TL 17.68 PV Pipe: 6A -36.8 1.408 FL 1.67 FE' 0.8 7. 27.8 0.0 10.2 0..0 7.6 120 FTG 2E PE 0.3 32 27.2 0.0 11.2 0.0 0.096 TL 8.27 PV Pipe: 7 -39.0 2.104 PL 13.17 FE' 0.2 26 27.2 0.0 15.4 0.0 3.6 120 FTG ---- FE 0.0 27 27.2 0.0 15.6 0.0 0.015 TL 13.17 PV Pipe: 7A 46.4 1.408 PL 1.67 FE' 1.2 27 27.2 0.0 15.6 0.0 9.6 120 FTG. 2E FE -0.3 8 27.8 0.0 14.1 0.0 0.147 TL 8.27 PV Pipe: 8 46.4 1.408 PL 23.00 PF 4.4 8 27:8 0.0 14.1 0.0 9.6 120 FTG T FE -0.5 9 28.8 5.4 9.3 16.4 0.147 TL 29.60 PV Pipe: 9 30.1 1.408 PL 10.25 ...PF 0.7 9 28.8 5.4 9.3 16.4 6.2 120 FTG ---- PE 0.0 10 28.8 5.4 8.6 15.8 0.066 TL 10.25 PV Pipe: 10 14.3 1.408 PL 11.17 PF 0.2 10 28.8 5.4 8.6 15.8 2.9 120 FTG ----. FE 0.0 11 28.8 5.4 8.4 15.6 0.017 TL 11.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\BLDG.'A' SEC FLR.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'A'ROOF 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 -1.3 1.408 PL 10.58 PF 0.0 11 28.8 5.4 •8.4 15.6 0.3 120 FTG ---- PE 0.0 12 28.8 5.4 8.5 15.6 0.000 TL 10.58 PV Pipe: 12 -16.9 1.408 FL 9.92 PF 0.2 12 28.8 5.4 8.5 15.6 3.5 120 FTG ---- PE 0.0 13 28.8 5.4 8.7 15.8 0.023 TL 9.92 PV Pipe: 13 -32.8 1-408 FL 11.08 PF 1.4 13 28.8 5.4 8.7 15.8 6.8 120 FTG T PE 0.5 14 27.8 0.0 10.5 0.0 0.077 TL 17.68 pv Pipe: 14 -36.8 2.104 FL 13.17 PF 0.2 32 27.2 0.0 11.2 0.0 3.4 120 FTG ---- FE 0.0 33 27.2 0.0 11.4 0.0 0.014 TL 13.17 PV Pipe: 14A 32.8 1.408 PL 1.67 FE' 0.6 33 27.2 0.0 11.4 0.0 6.8 120 FTG 2E PE -0.3 14 27.8 0.0 10.5 0.0 0.077 TL 8.27 PV Pipe: 15 -85.4 2.104 PL 13.17 PF 0.8 27 27.2 0.0 15.6 0.0 7.9 120 FTG ---- FE 0.0 28 27.2 0.0 16.5 0.0 0.064 TL 13.17 PV Pipe: 15A -34.2 1.408 -PL 1.67 PF 0.7 15 27.8 0.0 15.5 0.0 7.0 120 FTG 2E FE 0.3 28 27.2 0.0 16.5 0.0 . 0.084 TL 8.27 PV Pipe: 16 34.2 1.408 FL 44.42 FE' 4.3 15 27.8 0.0 15.5 0.0 7.0 120 FTG T FE -0.5 16 28.8 5.4 10.8 17.6 0.084 TL 51.02 PV Pipe: 17 16.6 1.408 FL 10.58 PF 0.2 16 28.8 5.4 10.8 17.6 3.4 120 FTG ---- FE 0.0 17 28.8 5.4 10.6 17.4 0.022 TL 10.58 PV Pipe: 17A -0.9 1.408 FL 9.92 FE' 0.0 17 28.8 5.4 10.6 17.4 0.2 120 FTG ---- PE. 0.5 25 27.8 5.4 11.0 17.8 0.000 TL 9.92 FV Pipe: 18 -18.7 1.408 FL 11.08 PF 0.5 25 27.8 5.4 11.0 17.8 3.9 120 FTG T FE 0.0 18 27.8 0.0 11.5 0.0 0.027 TL 17.68 PV. Pipe: 18A 1.7 1.408 FL 1.67 PF 0.2 34 27.2 0.0 12.0 0.0 3.9 120 FTG 2E FE -0.3 18 27.8 0.0 11.5 0.0 0.027 TL 8.27 PV Pipe: 19• -69.6 2.104 FL 13.17 FE' 0.6 33 27.2 0.0 11.4 0.0 6.4 120 FTG ---- FE 0.0 34 27.2 0.0 12.0 0.0. - 0.044 TL 13.17 FV, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\BLDG. 'A' SEC FLR.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG.'A'ROOF 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: 19A -25.3 1.408 PL 1.67 PF 0.4 19 27.8 0.0 17.2 0.0 5.2 120 FTG 2E PE 0.3 29 27.2 0.0 17.9 0.0 0.048 TL 8.27 PV Pipe: 20 -119.6 2.104 PL 11.75 PF 1.4 28 27.2 0.0 16.5 0.0 11.0 120 FTG ---- PE 0.0 29 27.2 0.0 17.9 0.0 0.120 TL 11.75 PV Pipe: 20A -25.3 1.408 PL 1.67 PF 0.4 35 27.2 0.0 12.8 0.0 5.2 120 FTG 2E PE -0.3 20 27.8 0.0 12.9 0.0 0.048 TL 8.27 PV Pipe: 21 25.3 1.408 PL 76.00 PE' 4.3 19 27.8 0.0 17.2 0.0 5.2 120 FTG 2T PE 0.0 20 27.8 0.0 12.9 0.0 0.048 TL 89.20 PV Pipe: 21A -30.2 1.408 PL 1.67 PF 0.5 21 27.2 0.0 .19.1 0.0 6.2 120 FTG 2E PE 0.0 30 27.2 0.0 19.6 0.0 0.066 TL 8.27 PV Pipe: 22 -88.3 2.104 PL 11.75 PF 0.8 34 27.2 0.0 12.0 0.0 8.1 120 FTG ---- PE 0.0 35 27.2 0.0 12.8 0.0 0.068 TL 11.75 PV Pipe: 22A 32.8 1.408 -PL 1.67 PF 0.6 36 27.2 0.0 13.8 0.0 6.8 120 FTG 2E PE -0.3 22 27.8 0.0 12.9 0.0 0.078 TL 8.27 PV Pipe: 23 -144.9 2.104 -PL 10.25 PF 1.8 29 27.2 0.0 17.9 0.0 13.4 120 FTG ---- PE 0.0 30 27.2 0.0 19.6 0.0 0.171 TL 10.25 PV Pipe: 23A -32.8 .1.408 PL 1.67 PF 0.6 23 27.8 0.0 21. 0.0 6.8 120 FTG 2E PE 0.3 31 27.2 0.0 22.1 0.0 0.078 TL 8.27 PV Pipe: 24 30.2 1.408 PL 76.00 PF 5.9 21 27.2 0.0 19.1 0.0 6.2 120 FTG 2T PE -0.3 22 27.8 0.0 12.9 0.0 0.066 TL 89.20 PV Pipe: 24A -32.8 1.408 PL 1.67 PF 0.6 37 27.2 0.0 13.9 0.0 6.8 120 FTG 2E PE -0.3 24 27.8. 0.0 14.3 0.0 0.078 TL 8.27 PV Pipe: 25 . -63.0 2.104 PL 10.25 PF 0.4 35 27.2 0.0 12.8 0.0 5.8 120 FTG ---- PE -0.3 22 27.8 0.0 12.9 0.0 0.037 -TL 10.25 PV Pipe: 26. -175.1 2.104 PL 10.25 PF 2.5 30 27.2 0.0 19.6 0.0 16.2 120 FTG ---- PE 0.0 31 27.2 0.0 22.1 0.0 0.243 TL 10.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\BLDG.'A' SEC FLR.SD.F JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'A'ROOF PIPE TAG / Q(GPM) DIA(IN) LENGTH ' END ELEV. NOZ. FT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 32.8 1.408 PL 76.00 PF 6.9 23 27.8 0.0 21.2 0.0 6.8 120 FTG 2T PE 0.0 24 27.8 0.0 14.3 0.0 0.078 TL 89.20 PV Pipe: 28 32.8 2.104 FL 10.25 FF. 0.1 36 27.2 0.0 13.8 0.0 3.0 120 FTG' ---- FE 0.0 37 27.2 0.0 13.9 0.0 0.011 TL. 10.25 PV • Pipe: 29 -207.9 2.500 PL 6.67 PF 2.8 31 27.2 0.0 22.1 0.0 13.6 120 FTG 2E FE 0.6 TOR 25.7 0.0 25.6 0.0 0.144 TL 19.42 PV. Pipe: 30 -207.9 3.000 PL 24.67 PF 2.5 TOR 25.7 0.0 25.6 0.0 9.4 120 FTG EA PE 10.7 BOR 1.0 H.S. 38.8 100.0 0.059 TL 42.60 PV Pipe: 31 -307.9 4.026 FL 5.00 PF 0.4 BOR • 1.0 H.S. 38.8 100.0 7.8 120 FTG E FE 1.9 (38 -3.5 0.0 41.2 0.0 0.029 TL 15.00 PV Pipe: 32 -307.9 4.070 FL 85.00 PF 2.1 (38 -3.5 0.0 41.2 0.0 7.6 • 150 FTG 3L PE 0.2 U7 -4.0 0.0 43.5 0.0 0.018 TL 113.80 PV Pipe: 33 -307.9 4.155 -PL 7.00 PF 0.1 U7 -4.0 0.0 43.5 0.0 7.3 140 FTG ---- FE -3.0 (36 3.0 0.0 40.6 0.0 0.019 TL 7.00 PV Pipe: 34 • FIXED PRESSURE LOSS DEVICE 05 3.0 0.0 46.6 0.0 6.0 Psi, 307.9 gpm 06 3.0 0.0 40.6 0.0 Pipe: 35 -307.9 4.155 FL 7.00 PF 0.3 05 3.0 0.0 46.6 0.0 7.3 140 FTG L FE 3.0 04 -4.0 0.0 49.9 0.0 0.019 TL 16.30 PV Pipe: 36 -307.9 4.070 FL 22.00 PF 1.2 04 • -4.0 0.0 49.9 0.0 7.6 150 FTG TLG FE 0.9 (310 -6.0 0.0 52.0 0.0 0.018 TL 66.60 PV Pipe: 37 -307.9 7.680 PL 363.00 PF 0.3 010 -6.0 0.0 52.0 0.0 2.1 150 FTG 3L FE -0.3 011 -5.2 0.0 52.0 0.0 0.001 TL 409.20 PV Pipe: 38 • • -307.9 7.680 FL 119.00 PF 0.2 011 -5.2 0.0 52.0 0.0 2.1 150 FTG T2LG FE 0.0 01 -5.2 0.0 52.2 0.0 0.001 TL 196.00 PV Pipe: 39 - , • -307.9 7.680 FL 138.00 PF 0.1 01 -5.2 0.0 52.2 0.0 2.1 150 FTG 2G PE 1.6 09 -9.0 0.0 53.9 0.0 0.001 TL 14.7.40 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/26/2002. C:\DRAWINGS\CARLSBAD OFFICE PARK\BLDG. 'At SEC FLR.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'A'ROOF 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: 40 -307.9 7.680 PL 51.00 PF 0.1 (39 -9.0 0.0 53.9 0.0 2.1 150 FTG 4LG PE 3.0 C3 -16.0 0.0 57.1 0.0 0.001 TL 117.30 PV Pipe: 41 .. -307.9 7.680 PL 46.00 PF 0.0 C3 -16.0 0.0 57.1 0.0 2.1 150 FTG G PE 0.0 Cl -16.0 0.0 57.1 0.0 0.001 TL 50.70 PV Pipe: 42 -307.9 12.455 PL 262.00 PF 0.0 Cl -16.0 0.0 57.1 0.0 0.8 140 FTG G PE 0.0 C5 -16.0 0.0 57.1 0.0 0.000 TL 271.80 PV Pipe: 43 0.0 7.680 PL 97.00 PF 0.0 (32 -4.0 :0.0 51.9 0.0 0.0 150 FTG T2G PE 0.2 C2 -4.5 0.0 52.1 0.0 0.000 TL 147.90 PV Pipe: 44 0.0 10.395 PL 364.00 PF 0.0 C2 -4.5 0.0 52.1 0.0 0.0 140 FTG TG PE 5.0 CS -16.0 0.0 57.1 0.0 0.000 TL 451.50 PV Pipe: 45 -307.9 12.455 PL 1.00 PF 0.0 C5 -16.0 0.0 57.1 0.0 0.8 140 FTG ---- FE 0.0 CITY -16.0 SRCE 57.1 (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 0.003 gpm and a maximum imbalance at any node of 0.144 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 26. a. System remote area HAS been proven or 'peaked' b. Minimum pressure at any sprinkler: 7.613 psi C. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 7.688 psi d. Remote area is located adjacent to left cross main SPRINKLER .SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\BLDG.'A' SEC FLR.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'A 1 ROOF (5) PIPE FITTINGS TABLE Pipe Table Name: CARDEN.PIP PAGE: * MATERIAL: S40 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 DPVlv NPTèe 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 PAGE: A MATERIAL: DynaTh HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv SEll 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 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LNGELL CKVA BTRFLY GATE SEll 4.070 15.90 31.80 9.60 35.00 19.10 3.20 0.00 0.00 6.40 7.680 21.30 41.50 15.40 53.40 14.20 4.70 0.00 0.00 10.70 PAGE: S. MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LngEli ChkVlv BfyVlv GatVlv AlmChk DPVlv SEll 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00 4.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\BLDG. 'A' SEC FLR.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'A'ROOF I— C 0. . 0 0 C C C\J I Lt) (\J DCx)U)U)Dt) —aU).-I-- I SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE: 9/26/2002 C:\DRAWINGS\CARLSBAD OFFICE PARK\BLDG.'A'.SEC FLR.SDF JOB TITLE: CARLSBAD OFFICE PARK BLDG. 'A'ROOF Utility Report:: Equivalent K-Factor Calculator 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 1.42 ET 9.52 120.00 5.37