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2271 COSMOS CT; ; AS040052
10/6/2020 AS040052 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS040052 Job Address: 2271 COSMOS CT Status: ISSUED 'Permit Type:, SPRINK Applied 4/2/2004 Parcel No: 2139504100 Approved: 5/11/2004 Lot #: 0 Reference No.: Issued: 5/11/2004 PC #: Inspector: Project Title: RESPIRONICS OVERHEAD SPRINKLER.PLAN CHECK & INSPECTIONS Applicant: WESTERN FIRE PROTECTION 12232 THATCHER CT POWAY CA 858-513-4949 Owner: KOCH GREGORY GTRUSTO2-20-03 3233 VIA LOMA VISTA ESCONDIDOCA Fees ($) Add'I Fees ($) Total ($) Balance ($) 469.25 0 469.25 0 1/i ASo4roc>5,7, ~ro Y10 8>o 7 Respironics 2271 Cosmos Court Carlsbad, ca System/Density Upgrade Material Submittals for Fire Protection & Hydraulic C ales a I. Western Fire Protection 12232 Thatcher Ct Poway, California 92064-6876 Ph: (858) 513-4949 Fax: (858) 513-1322 8f y Company ReqJest1ng Hydrant Flow '?04)cC 996L{ Telephone nurpber(3 )51i— L44cI - Fax Number 53 —122-- Location of hy rants (address or other) 2 7/ Cross street Static: . 7 • _PSI Residual: f2--PSI Pitot: Prof Flow: 0L1g GPM Date: 3 /?kJ2OOe1- Tested bv. Five Dept. Use My. TI Thomas I map page & gild Diagram: WESTERN FIRE PROTECTION, INC. 12232 THATCHER COURT POWAY, CA 92064 HYDRAULIC CALCULATIONS FOR CALC#1 RESPIRONICS DENISTY UPGRADE 2271 COSMOS COURT CARLSBAD, CA FILE NUMBER: DATE: MAR 31, 2004 -DESIGN DATA- OCCUPANCY CLASSIFICATION: AREA OF APPLICATION: 15 SPR @ 22P51 STARTING PRESSURE SPR SPEC TABLE 3 COVERAGE PER SPRINKLER: 100 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1226.3 gpm TOTAL WATER REQUIRED (including hose): 1726.3 gpm FLOW AND PRESSURE (@ BR): 1226.6 gpm @ 98.5 psi SPRINKLER NPT SIZE: 3/4 inch NAME OF CONTRACTOR: WESTERN FIRE PROTECTION, INC DESIGN/LAYOUT BY: B. AUSTIN AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT CONTRACTOR CERTIFICATION NUMBER: C#16-588039 , AZ #107150 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: 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 123.3 117.0 3040.0 121.1 1726.3 114.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1726.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1226.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Si 28.0 - - - - 46.7 - - - 52 28.0 - - - - 46.7 - - - S3 28.0 - - - - 46.7 S4 28.0 K=16.80 23.5 81.5 55 28.0 K=16.80 22.1 79.0 S6 28.0 K=16.80 22.0 78.8 S7 28.0 K=16.80 22.5 79.6 S8 28.0 K=16.80 24.9 83.8 S9 28.0 - - - - 46.9 sio 28.0 - - - - 46.9 - - - Sib 28.0 - - - - 46.9 - - - S12 28.0 K=16.80 23.6 81.6 S13 28.0 K=16.80 22.2 79.1 S14 28.0 K=16.80 22.1 78.9 S15 28.0 K=16.80 22.6 79.8 S16 28.0 K=16.80 25.0 84.0 S17 28.0 - - - - 48.6 518 28.0 - - - - 48.6 S19 28.0 ---- 48.6 520 28.0 K=16.80 25.1 84.2- S21 28.0 K=16.80 23.9 82.1 S22 28.0 K=16.80 23.9 82.1 S23 28.0 K=16.80 24.6 83.3 S24 28.0 K=16.80 27.7 88.4 1 26.0 - - - - 47.6 2 26.0 - - - - 47.6 3 26.0 - - - - 47.6 4 26.0 - - - - 36.6 - - - 5 26.0 - - - - 34.5 - - - 6 26.0 - - - - 34.4 - - - 7 26.0 - - - - 35.1 8 26.0 - - - - 38.7 - - - 9 26.0 - - - - 47.8 - - - 10 26.0 - - - - 47.8 - - - 11 26.0 - - - - 47.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 12 26.0 - - - - 36.8 13 26.0 - - - - 34.6 14 26.0 - - - - 34.5 15 26.0 - - - - 35.2 - - - 16 26.0 - - - - 38.8 17 26.0 - - - - 49.4 18 26.0 - - - - 49.4 - - - 19 26.0 - - - - 49.4 - - - 20 26.0 - - - - 39.0 21 26.0 - - - - 37.2 - - - 22 26.0 ---- 37.2 23 26.0 - - - - 38.2 24 26.0 - - - - 42.8 - - - Ml 25.0 - - - - 56.5 M2 25.0 - - - - 56.5 - - - M3 25.0 - - - - 56.5 - - - M4 25.0 - - - - 56.5 - - - M5 25.01 - - - - 56.5 - M6 25.0 - - - - 56.5 - - - M7 25.0 - - - - 56.5 - - - M8 25.0 - - - - 56.5 - - - M9 25.0 - - - - 56.5 - - - M1O 25.0 - - - - 56.5 Mil 25.0 - - - - 77.9 M12 25.0 - --- 77.9 M13 25.0 - - - - 78.1 M14 25.0 - - - - 78.4 - - - M14A 25.0 ---- 78.4 M15 25.0 - - - - 70.0 M16 25.0 - - - - 70.0 Fl 25.0 - - - - 56.5 - - - F2 25.0 - - - - 56.5 F3 25.0 - - - - 56.5 - - - F4 25.0 - - - - 56.6 - - F5 25.0 - - - - 56.6 - - - F6 25.0 - - - - 56.6 F7 25.0 - - - - 56.6 - - - F8 25.0 - - - - 56.6 - - - F9 25.0 - - - - 56.6 FlU 25.0 - - - - 56.8 - - - Fll 25.0 - - - - 58.0 F12 25.0 - - - - 60.6 - - - F13 25.0 - - - - 62.7 F14 25.0 - - - - 64.5 F15 25.0 ---- 64.7 F16 25.0 - - - - 64.8 Ri 26.0 - - - - 56.1 - - - R2 26.0 - - - - 56.1 R3 26.0 - - - - 56.1 - - - R4 26.0 - - - - 56.1 R5 26.0 - - - - 56.1 - - - R6 26.0 - - - - 56.1 - - - R7 26.0 - - - - 56.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) R8 26.0 - - - - 56.8 - - - R9 26.0 - - - - 55.7 - - - RiO 26.0 - - - - 55.7 - - - Rll 26.0 - - - - 71.6 R12 26.0 - - - - 75.5 - - - R13 26.0 - - - - 75.8 R14 26.0 - - - - 76.3 - - - R14A 26.0 - - - - 69.9 - - - R15 26.0 - - - - 68.9 - - - R16 26.0 - - - - 68.9 - - - Ti 26.0 - - - 56.1 - - - T2 26.0 - - - - 56.1 - - - T3 26.0 - - - - 56.1 - - - T4 26.0 - - - - 56.1 - - - T5 26.0 - - - - 56.1 - - - T6 26.0 - - - - 56.1 - - - T7 26.0 - - - - 56.1 - - - T8 26.0 - - - - '56.8 - - - T9 26.0 - - - - 47.6 - - - T10 26.0 - - - - 47.8 - - - Til 26.0 - - - - 49.4 - - - T12 26.0 -. - - - 60.8 - - - T13 26.0 - - - - 62.8 - - - T14 26.0 - - - - 64.5 - - - T15 26.0 - - - - 64.9 - - - T16 26.0 - - - - 65.0 - - - TR 26.0 - - - - 84.7 - - - BR 1.0 HOSE STREAM 98.5 100.0 UG1 0.0 - - - - 99.5 - - - UG2 0.0 - - - - 111.5 0G3 0.0 HOSE STREAM 112.7 400.0 UG4 0.0 - --- 114.6 tJG5 0.0 - - - - 114.6 - - - UG6 0.0 - - - - 114.7 El 25.0 - - - 63.1 - - - E 25.0 - - - - 63.1 E2 25.0 - - - - 63.3 - - - E3 25.0 - - - - 63.9 - - - E4 25.0 - - - - 64.7 E5 25.0 - - - - 65.5 E6 25.0 - - - - 66.1 - - - E9 25.0 - - - - 66.1 - - - E10 25.0 - - - - 70.1 - - - Eli 25.0 - - - - 64.7 - - - Wi 26.0 - - - - 53.9 - - - W 26.0 - - - - 60.1 - - - W2 26.0 - - - - 54.1 - - - W3 26.0 - - - - 61.0 - - - W4 26.0 - - - - 64.7 - - - W5 26.0 - - - - 65.5 - - - W6 26.0 - - - - 66.2 - - - SRC 0.0 SOURCE 114.7 1726.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/31/2004 . C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: 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 0.0 1.049 PL 2.00 PF 0.0 Si 28.0 0.0 46.7 0.0 0.0 120 FTG T PE 0.9 1 26.0 0.0 47.6 0.0 0.000 TL 7.00 PV Pipe: 2 0.0 1.049 PL 2.00 PF 0.0 S2 28.0 0.0 46.7 0.0 0.0 120 FTG T PE 0.9 2 26.0 0.0 47.6 0.0 0.000 TL 7.00 PV Pipe: 3 . 0.0 1.049 PL 2.00 PF 0.0 S3 28.0 0.0 46.7 0.0 0.0 120 FTG T PE 0.9 3 26.0 0.0 47.6 0.0 0.000 TL 7.00 PV Pipe: 4 -81.5 1.049 PL 2.00 PF 12.2 S4 28.0 16.8 23.5 81.5 30.2 120 FTG T PE 0.9 4 26.0 0.0 36.6 0.0 1.749 TL 7.00 PV Pipe: 5 -79.0 1.049 PL 2.00 PF 11.6 S5 . 28.0 16.8 22.1 79.0 29.3 120 FTG T PE 0.9 5 26.0 0.0 34.5 0.0 1.651 TL 7.00 PV Pipe:.6 -78.8 1.049 PL 2.00 PF 11.5 S6 28.0 1.8 22.0 78.8 29.3 120 FTG T PE 0.9 6 26.0 0.0 34.4 0.0 1.644 TL 7.00 PV Pipe: 7 -79.6 1.049 PL 2.00 PF 11.7 S7 28.0 16.8 22.5 79.6 29.6 120 FTG T PE 0.9 7 26.0 0.0 35.1 0.0 1.677 TL 7.00 PV Pipe: 7A -83.8 1.049 PL 2.00 PF 12.9 SB 28.0 16.8 24.9 83.8 31.1 120 FTG T PE 0.9 8 26.0 0.0 38.7 0.0 1.844 TL 7.00 PV Pipe: 7B 0.0 1.049 PL 2.00 PF 0.0 S9 28.0 0.0 46.9 0.0 0.0 120 FTG T PE 0.9 9 26.0 0.0 47.8 0.0 0.000 TL 7.00 PV Pipe: 7C 0.0 1.049 PL 2.00 PF 0.0 Slo 28.0 0.0 46.9 0.0 0.0 120 FTG T PE 0.9 10 26.0 0.0 47.8 0.0 0.000 TL 7.00 PV Pipe: 7D 0.0 1.049 PL 2.00 PF 0.0 Sib 28.0 0.0 46.9 0.0 0.0 120 FTG T PE 0.9 11 . 26.0 0.0 47.8 0.0 0.000 TL 7.00 PV Pipe: 7E . -81.6 1.049 PL 2.00 PF 12.3 S12 .28.0 16.8 23.6 81.6 30..3 120 FTG T PE 0.9 12 26.0 0.0 36.8 0.0 1.756 TL 7.00 PV Pipe: 7F -79.1 1.049 PL 2.00 PF 11.6 S13 28.0 16.8 22.2 79.1 29.4 120 FTG T PE 0.9 13 26.0 0.0 34.6 0.0 1.656 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESPMAIN.SDF JOB TITLE: 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: 7G -78.9 1.049 PL 2.00 PF 11.6 S14 28.0 16.8 22.1 78.9 29.3 120 FTG T PE 0.9 14 26.0 0.0. 34.5 0.0 1.650 TL 7.00 PV Pipe: 7H -79.8 1.049 PL 2.00 PF 11.8 S15 28.0 16.8 22.6 79.8 29.6 120 FTG T PE 0.9 15 26..0 0.0 35.2 0.0 1.683 TL 7.00 PV Pipe: 71 -84.0 1.049 PL 2.00 PF 12.9 516 28.0 16.8 25.0 84.0 31.2 120 FTG T PE 0.9 16 26.0 0.0 38.8 0.0 1.850 TL 7.00 PV Pipe: 7J 0.0 1.049 PL 2.00 PF 0.0 S17 28.0 0.0 48.6 0.0 0.0 120 FTG T PE 0.9 17 26.0 0.0 49.4 0.0 0.000 TL 7.00 PV Pipe: 7K 0.0 1.049 PL 2.00 PF 0.0 S18 28.0 0.0 48.6 0.0 0.0 120 FTG T PE 0.9 18 26.0 0.0 49.4 0.0 0.000 TL 7.00 PV Pipe: 7L 0.0 1.049 PL 2.00 PF 0.0 519 28.0 0.0 48.6 0.0 0.0 120 FTG T PE 0.9 19 26.0 0.0 49.4 0.0 0.000 TL 7.00 PV Pipe: 7M -84.2 1.049 PL 2.00 PF 13.0 S20 28.0 16.8 25.1 84.2 31.3 120 FTG T PE 0.9 20 26.0 0.0 39.0 0.0 1.861 TL 7.00 PV Pipe: 7N -82.1 1.049 PL 2.00 PF 12.4 S21 28.0 16.8 23.9 82.1 30.5 120 FTG T PE. 0.9 21 26.0 0.0 37.2 0.0 1.776 TL 7.00 PV Pipe: 70 -82.1 1.049 PL 2.00 PF 12.4 S22 28.0 16.8 23.9 82.1 30.5 120 FTG T PE 0.9 22 26.0 0.0 37.2 0.0 1.774 TL 7.00 PV Pipe: 7P -83.3 1.049 PL 2.00 PF 12.8 523 28.0 16.8 24.6 83.3 30.9 120 FTG T PE 0.9 23 26.0 0.0 38.2 0.0 1.824 TL 7.00 PV Pipe: 7Q -88.4 1.049 PL 2.00 PF 14.2 S24 28.0 16.8 27.7 88.4 32.8 120 FTG T PE 0.9 24 26.0 0.0 42.8 0.0 2.033 TL 7.00 PV Pipe: 8 -2.7 1.682 PL 1.00 PF 0.0 Ml 25.0 0.0 56.5 0.0 0.4 120 FTG T PE -0.4 Ri 26.0 0.0 56.1 0.0 0.000 TL 10.90 PV Pipe: 9 -2.7 1.682 PL 80.00 PF 0.0 Ri 26.0 0.0 56.1 0.0 0.4 120 FTG 2T PE 0.0 Ti 26.0 0.0 56.1 0.0 0.000 TL 99.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 7 DATE: 3/31/2004 . C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: 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: 10 -2.7 1.682PL 1.00 PF 0.0 Ti 26.0 0.0 56.1 0.0 0.4 120 FTG T PE 0.4 Fl 25.0 0.0 56.5 0.0 0.000 TL .10.90 PV Pipe: ii -2.7 1.682 PL 1.00 PF 0.0 M2 25.0 0.0 56.5 0.0 0.4 120 FTG T PE -0.4 R2 26.0 0.0 56.1 0.0 0.000 TL 10.90 PV Pipe: 12 -2.7 1.682 PL 80.00 PF 0.0 R2 26.0 0.0 56.1 0.0 0.4 120 FTG 2T PE 0.0 T2 26.0 0.0 56.1 0.0 0.000 TL 99.80 PV Pipe: 13 -2.7 1.682 PL 1.00 PF 0.0 T2 26.0 0.0 56.1 0.0 0.4 120 FTG T PE 0.4 F2 25.0 0.0 56.5 0.0 0.000 TL 10.90 PV Pipe: 14 -2.7 1.682 PL 1.00 PF 0.0 M3 25.0 0.0 56.5 0.0 0.4 -120 FTG T PE -0.4 R3 26.0 0.0 56.1 0.0 0.000 TL 10.90 PV Pipe: 15 -2.7 1.682 PL 80.00 PF 0.0 R3 26.0 0.0 56.1 0.0 0.4 120 FTG 2T PE 0.0 T3 26.0 0.0 56.1 0.0 0.000 TL 99.80 PV Pipe: 16 -2.7 1.682 PL 1.00 PF 0.0 T3 26.0 0.0 56.1 0.0 0.4 120 FTG T PE 0.4 F3 25.0 0.0 56.5 0.0 0.000 TL 10.90 PV Pipe: 17 -2.7 1.682 PL 1.00 PF 0.0 M4 25.0 0.0 56.5 0.0 0.4 120 FTG T PE -0.4 R4 26.0 0.0 56.1 0.0 0.000 TL 10.90 PV Pipe: 18 -2.7 1.682 PL 80.00 PF 0.0 R4 26.0 0.0 56.1 0.0 0.4 120 FTG 2T PE 0.0 T4 26.0 0.0 56.1 0.0 0.000 TL 99.80 PV Pipe: 19 -2.7 1.682 PL 1.00 PF 0.0 T4 26.0 0.0 56.1 0.0 0.4 120 FTG T PE 0.4 F4 25.0 0.0 56.6 0.0 0.000 TL 10.90 PV Pipe: 20 -2.7 1.682 PL 1.00 PF 0.0 M5 25.0 0.0 56.5 0.0 0.4 120 FTG T PE -0.4 R5 26.0 0.0 56.1 0.0 0.000 TL 10.90 PV Pipe: 21 -2.7 1.682 PL 80.00 PF 0.0 R5 26.0 0.0 56.1 0.0, 0.4 120 FTG 2T PE 0.0 T5 26.0 0.0 56.1 0.0 0.000 TL 99.80 PV Pipe: 22 -2.7 1.682 PL 1.00 PF 0.0 T5 26.0 0.0 56.1 0.0 0.4 120 FTG T PE 0.4 F5 25.0 0.0 56.6 0.0 0.000 TL 10.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: 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: 23 -2.8 1.682 PL 1.00 PF 0.0 M6 25.0 0.0 56.5 0.0 0.4 120 FTG T PE -0.4 RG 26.0 0.0 56.1 0.0 0.000 TL 10.90 PV Pipe: 24 -2.8 1.682 PL 80.00 PF 0.0 R6 26.0 0.0 56.1 0.0 0.4 120 FTG 2T PE 0.0 T6 26.0 0.0 56.1 0.0 0.000 TL 99.80 PV Pipe: 25 -2.8 1.682 PL 1.00 PF 0.0 T6 26.0 0.0 56.1 0.0 0.4 120 FTG T PE 0.4 F6 25.0 0.0 56.6 0.0 0.000 TL 10.90 PV • Pipe: 26 • -3.0 1.682 PL 1.00 PF 0.0 M7 25.0 0.0 56.5 0.0 0.4 120 FTG T PE -0.4 R7 26.0 0.0 56.1 0.0 0.000 TL 10.90 PV Pipe: 27 -3.0 1.682 PL 80.00 PF 0.0 R7 26.0 0.0 56.1 0.0 0.4 120 FTG 2T PE 0.0 T7 26.0 0.0 56.1 0.0 0.000 TL 99.80 PV Pipe: 28 • -3.0 1.682 PL 1.00 PF 0.0 T7 26.0 0.0 56.1 0.0 0.4 120 FTG T PE 0.4 F7 25.0 0.0 56.6 0.0 0.000 TL 10.90 PV Pipe: 29 -48.0 1.682 PL 1.00 PF 0.7 M8 25.0 0.0 56.5 0.0 6.9 120 FTG T PE -0.4 R8 26.0 0.0 56.8 0.0 0.066 TL 10.90 PV Pipe: 29A -48.0 1.682 PL 40.00 PF 3.3 R8 26.0 0.0 56.8 0.0 6.9 120 FTG T PE 0.0 W 26.0 0.0 60.1 0.0 0.066 TL 49.90 PV Pipe: 30 47.6 1.682 PL 40.00 PF 3.2 W 26.0 0.0 60.1 0.0 6.9 120 FTG T PE 0.0 T8 26.0 0.0 56.8 0.0 0.065 TL 49.90 PV Pipe: 31 47.6 1.682 PL 1.00 PF 0.7 T8 26.0 0.0 56.8 0.0 6.9 120 FTG T PE 0.4 F8 25.0 0.0 56.6 0.0. 0.065 TL 10.90 PV Pipe: 31A 0.0 2.635 PL 8.00 PF 0.0 1 26.0 0.0 47.6 0.0 0.0 120 FTG ---- PE 0.0 2 26.0 0.0 47.6 0.0 0.000 TL 8.00 PV Pipe: 32 0.0 2.635 FL 8.00 PF 0.0 2 26.0 0.0 47.6 0.0 0.0 120 FTG ---- PE 0.0 3 26.0 0.0 47.6 0.0 • 0.000 TL 8.00 PV Pipe: 33 0.0 2.635 FL 4.00 PF 0.0 3 26.0 0.0 47.6 0.0 0.0 120 FTG T FE 0.0 T9 26.0 0.0 47.6 0.0 0.000 TL 20.47 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 9 DATE: 3/31/2004 . C:\DRAWINGS\C- 1303 RESP\C1303RESPMAIN.SDF JOB TITLE: 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: 34 183.2 1.682 PL 4.00 PF 10.9 T9 26.0 0.0 47.6 0.0 26.5 120 FTG T PE 0.0 4 26.0 0.0 36.6 0.0 0.786 TL 13.90 PV Pipe: 35 101.8 1.682 PL 8.00 PF 2.1 4 26.0 0.0 36.6 0.0 14.7 120 FTG ---- PE 0.0 5 26.0 0.0 34.5 0.0 0.265 TL 8.00. PV Pipe: 36 22.8 1.682 PL 8.00 PF 0.1 5 26.0 0.0 34.5 0.0 3.3 120 FTG ---- PE 0.0 6 26.0 0.0 34.4 0.0 0.017 TL 8.00 PV Pipe: 37 -56.0 1.682 PL 8.00 PF 0.7 6 26.0 0.0 34.4 0.0 8.1 120 FTG ---- FE 0.0 7 26.0 0.0 35.1 0.0 0.088 TL 8.00 PV Pipe: 38 -135.6 1.682 FL 8.00 PF 3.6 7 26.0 0.0 35.1 0.0 19.6 120 FTG ---- PE 0.0 8 26.0 0.0 38.7 0.0 0.451 TL 8.00 PV Pipe: 39 -219.5 1.682 PL 4.00 PF 15.3 8 26.0 0.0 38.7 0.0 31.7 120 FTG T FE 0.0 Wi 26.0 0.0 53.9 0.0 1.098 TL 13.90 PV Pipe: 41 -34.1 1.682 PL 40.00 PF 1.8 Wi 26.0 0.0 53.9 0.0 4.9 120 FTG T FE 0.0 R9 26.0 0.0 55.7 0.0 0.035 TL 49.90 PV Pipe: 42 -34.1 1.682 FL 1.00 PF 0.4 R9 26.0 0.0 55.7 0.0 4.9 120 FTG T PE 0.4 M9 25.0 0.0 56.5 0.0 0.035 TL 10.90 PV Pipe: 43 183.2 1.682 PL 1.00 PF 8.6 F9 25.0 0.0 56.6 0.0 26.5 120 FTG T FE -0.4 T9 26.0 0.0 47.6 0.0 0.786 TL 10.90 PV Pipe: 43A 0.0 2.635 PL 8.00 PF 0.0 9 26.0 0.0 47.8 0.0 0.0 120 FTG ---- PE 0.0 10 26.0 0.0 47.8 0.0 0.000 TL 8.00 PV Pipe: 44 0.0 2.635 FL 8.00 PF 0.0 10 26.0 0.0 47.8 0.0 0.0 120 FTG ---- PE 0.0 11 26.0 0.0 47.8 0.0 0.000 TL 8.00 PV Pipe: 45 0.0 2.635 PL 4.00 FE' 0.0 11 26.0 0.0 47.8 0.0 0.0 120 FTG T FE 0.0 T10 26.0 0.0 47.8 0.0 0.000 TL 20.47 PV Pipe: 46 183.9 1.682 FL 4.00 FE' 11.0 T10 26.0 0.0 47.8 0.0 26.6 120 FTG T FE 0.0 12 26.0 0.0 36.8 0.0 0.791 TL 13.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/31/2004 . C:\DRAWINGS\C 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: 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: 47 . 102.3 1.682 PL 8.00 FE' 2.1 12 26.0 0.0 36.8 0.0 14.8 120 FTG ---- FE 0.0 13 26.0 0.0 34.6 0.0 0.267 TL 8.00 PV Pipe: 48 23.1 1.682 FL 8.00 PF 0.1 13 26.0 0.0 34.6 0.0 3.3 120 FTG ---- FE 0.0 14 26.0 0.0 34.5 0.0 0.017 TL 8.00 PV Pipe: 49 -55.8 1.682 PL 8.00 PF 0.7 14 26.0 0.0 34.5 .0.0 8.1 120 FTG FE 0.0 15 26.0 0.0 35.2 0.0 0.087 TL 8.00 PV Pipe: 50 -135.6 1.682 PL 8.00 PF 3.6 15 26.0 0.0 35.2 0.0 19.6 120 FTG ---- PE 0.0 16 26.0 0.0 38.8 0.0 0.450 TL 8.00 PV Pipe: 51 -219.6 1.682 PL 4.00 PF 15.3 16 26.0 0.0 38.8 0.0 31.7 120 FTG T FE 0.0 W2 . 26.0 0.0 54.1 0.0 1.098 TL 13.90 PV Pipe: 51A -33.1 1.682 PL 40.00 FE' 1.6 W2 26.0 0.0 54.1 0.0 4.8 120 FTG T FE 0.0 RiO 26.0 0.0 55.7 0.0 0.033 TL 49.90 PV Pipe: 54 -33.1 1.682 FL 1.00 PF 0.4 RiO . 26.0 0.0 55.7 0.0 4.8 120 FTG T FE 0.4 M10 25.0 0.0 56.5 0.0 0.033 TL 10.90 PV Pipe: 55 -183.9 1.682 FL 1.00 PF 8.6 T10 26.0 0.0 47.8 0.0 26.6 120 FTG T FE 0.4 F10 25.0 0.0 56.8 0.0 0.791 TL 10.90 PV Pipe: 55A 0.0 2.635 FL 8.00 PF 0.0 17 26.0 0.0 49.4 0.0 0.0 120 FTG ---- FE 0.0 18 26.0 0.0 49.4 0.0 0.000 TL 8.00 FV Pipe: 56 0.0 2.635 PL 8.00 PF 0.0 18 26.0 0.0 49.4 0.0 0.0 120 FTG ---- FE 0.0 19 26.0 0.0 49.4 0.0 0.000 TL 8.00 PV Pipe: 57 0.0 2.635 PL 4.00 FE' 0.0 19 26.0 0.0 49.4 0.0 0.0 120 FTG T PE 0.0 Tib 26.0 0.0 49.4 0.0 0.000 TL 20.47 PV Pipe: 58 178.3 1.682 FL 4.00 PF 10.4 Til 26.0 0.0 49.4 0.0 25.7 120 FTG T PE 0.0 20 26.0 0.0 39.0 0.0 0.747 TL 13.90 PV Pipe: 59 94.0 1.682 FL 8.00 PF 1.8 20 26.0 0.0 39.0 0.0 13.6 120 FTG ---- PE 0.0 21 26.0 0.0 '37.2 0.0 0.229 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/31/2004 . C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: 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: 60 . 11.9 1.682 PL 8.00 PF 0.0 21 26.0 0.0 37.2 0.0 1.7 120 FTG ---- PE 0.0 22 26.0 0.0 37.2 0.0 0.005 TL . 8.00 PV Pipe: 61 -70.2 1.682 PL 8.00 PF 1.1 22 26.0 0.0 37.2 0.0 10.1 120 FTG ---- PE 0.0 23 26.0 0.0 38.2 0.0 0.133 TL 8.00 PV 'Pipe: 62 -153.5 1.682 'PL 8.00 PF 4.5 23 26.0 0.0 38.2 0.0 22.2 120 FTG ---- PE 0.0 24 26.0 0.0 42.8 0.0 0.567 TL 8.00 PV Pipe: 63 -241.9 1.682 PL 4.00 PF 18.3 24 26.0. 0.0 42.8 0.0 34.9 120 FTG T PE 0.0 W3 26.0 0.0 61.0 0.0 1.314 TL 13.90 PV Pipe: 63A -148.5 1.682 PL 10.00 PF 10.6 W3 26.0 0.0 61.0 0.0 21.4 120 FTG T PE 0.0 Rll 26.0 0.0 71.6 0.0 0.533 TL 19.90 PV Pipe: 66 -148.5 1.682 PL 1.00 PF 5.8 Rll 26.0 0.0 71.6 0.0 21.4 120 FTG T PE 0.4 Mil 25.0 0.0 77.9 0.0 0.533 TL 10.90 PV Pipe: 67 -178.3 1.682 PL 1.00 PF 8.1 Thl 26.0 0.0 49.4 0.0 25.7 120 FTG T PE 0.4 Fhl 25.0 0.0 58.0 0.0 0.747 TL 10.90 PV Pipe: 68 82.8 1.682 PL 1.00 PF 2.0 M12 25.0 0.0 77.9-.0.0 12.0 120 FTG T PE -0.4 R12 26.0 0.0 75.5 0.0 0.181 TL 10.90 PV Pipe: 69 . 82.8 1.682 PL 40.00 PF 10.8 R12 . 26.0 0.0 75.5 0.0 12.0 120 FTG 2T PE 0.0 W4 26.0 0.0 64.7 0.0 0.181 TL 59.80 PV Pipe: 69A 47.5 1.682 PL 40.00 PF 3.9 W4 26.0 0.0 64.7 0.0 6.9 120 FTG 2T PE 0.0 T12 26.0 0.0 60.8 0.0 . 0.065 TL 59.80 PV Pipe: 70 47.5 1.682 PL 1.00 PF 0.7 T12 26.0 0.0 60.8 0.0 6.9 120 FTG T PE 0.4 F12 25.0 0.0 60.6 0.0 0.065 TL 10.90 PV Pipe: 71 80.4 1.682 PL 1.00 PF 1.9 M13 25.0 0.0 78.1 0.0 11.6 120 FTG T PE -0.4 R13 26.0 0.0 75.8 0.0 0.171 TL 10.90 PV Pipe: 72 80.4 1.682 PL 40.00 PF 10.2 R13 26.0 0.0 75.8 0.0 11.6 120 FTG 2T PE 0.0 W5 26.0 0.0 65.5 0.0 0.171 TL 59.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESPMAIN.SDF JOB TITLE: 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: 72A . 39.7 1.682 FL 40.00 PF 2.8 W5 26.0 0.0 65.5 0.0 5.7 120 FTG 2T FE 0.0 T13 26.0 0.0 62.8 0.0 0.046 TL 59.80 PV Pipe: 73 . . 39.7 1.682 FL 1.00 PF 0.5 T13 26.0 0.0 62.8 0.0 5.7 120 FTG T FE 0.4 F13 25.0 0.0 62.7 0.0 0.046 TL 10.90 PV Pipe: 74 73.8 1.682 FL 1.00 PF 1.6 M14 25.0 0.0 78.4 0.0 10.7 120 FTG T FE -0.4 R14 26.0 0.0 76.3 0.0 0.146 TL 10.90 PV Pipe: 75 . 73.8 1.682 PL 24.00 PF 6.4 R14 26.0 0.0. 76.3 0.0 10.7 120 FTG 2T PE 0.0 R14A 26.0 0.0 69.9 0.0 0.146 TL 43.80 PV Pipe: 75A 73.8 . 1.682 FL 16.00 PF 3.8 R14A 26.0 0.0 69.9 0.0 10.7 120 FTG T FE 0.0 W6 26.0 0.0 66.2 0.0 0.146 TL 25.90 PV Pipe: 75B 33.5 1.682 FL 40.00 PF 1.7 W6 26.0 0.0 66.2 0.0 4.8 120 FTG T FE 0.0 T14 26.0 0.0 64.5 0.0 0.034 TL 49.90 PV Pipe: 76 33.5 1.682 FL 1.00 PF 0.4 T14 26.0 0.0 64.5 0.0 4.8 120 FTG T PE 0.4 F14 25.0 0.0 64.5 0.0 0.034 TL 10.90 PV Pipe: 77 45.1 1.682 FL 1.00 PF 0.6 M15 25.0 0.0 70.0 0.0 6.5 120 FTG T FE -0.4 R15 26.0 0.0 68.9 0.0 0.059 TL 10.90 PV Pipe: 78 45.1 1.682 PL 48.00 PF 4.0 R15 26.0 0.0 68.9 0.0 6.5 120 FTG 2T FE 0.0 T15 26.0 0.0 64.9 0.0 0.059 TL 67.80 PV Pipe: 79 45.1 1.682 FL 1.00 PF 0.6 T15 26.0 0.0 64.9 0.0 6.5 120 FTG T FE 0.4 F15 25.0 0.0 64.7 0.0 0.059 TL 10.90 PV Pipe: 80 45.0 1.682 FL 1.00 PF 0.6 M16 25.0 0.0 70.0 0.0 6.5 120 FTG T FE -0.4 R16 26.0 0.0 68.9 0.0 0.058 TL 10.90 PV Pipe: 81 45.0 1.682 FL 48.00 PF 4.0 R16 26.0 0.0 68.9 0.0 6.5 120 FTG 2T FE 0.0 T16 26.0 0.0 65.0 0.0 0.058 TL 67.80 PV Pipe: 82 45.0 1.682 PL 1.00 PF 0.6 T16 26.0 0.0 65.0 0.0 6.5 120 FTG T FE 0.4 F.16 25.0 0.0 64.8 0.0 0.058 TL 10.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: 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: 83 -20.4 4.260 PL 12.00 PF 0.0 Ml 25.0 0.0 56.5 0.0 0.5 120 FTG FE 0.0 M2 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 84 -17.7 4.260 PL 12.00 PF 0.0 M2 25.0 0.0 56.5 0.0 0.4 120 FTG ---- PE 0.0 M3 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 85 -15.0 4.260 PL 12.00 PF 0.0 M3 25.0 0.0 56.5 0.0 0.3 120 FTG ---- FE 0.0 M4 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 86 -12.4 4.260 PL 12.00 PF 0.0 M4 25.0 0.0 56.5 0.0 0.3 120 FTG ---- PE 0.0 M5 25.0 0.0 56.5 0.0 0.000TL 12.00 PV Pipe: 87 -9.7 4.260 PL 12.00 PF 0.0 M5 25.0 0.0 56.5 0.0 0.2 120 FTG ---- FE 0.0 M6 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 88 -6.8 4.260 PL 12.00 PF 0.0 M6 25.0 0.0 56.5 0.0 0.2 120 FTG ---- FE 0.0 M7 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 89 -3.9 4.260 FL 12.00 PF 0.0 M7 25.0 0.0 56.5 0.0 0.1 120 FTG ---- FE 0.0 M8 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 90 44.1 4.260 PL 12.00 PF 0.0 M8 25.0 0.0 56.5 0.0 1.0 120 FTG ---- FE 0.0 M9 25.0 0.0 56.5 0.0 0.001 TL 12.00 PV Pipe: 91 9.9 4.260 PL 12.00 PF 0.0 M9 25.0 0.0 56.5 0.0 0.2 120 FTG ---- FE 0.0 M10 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 92 -23.1 4.260 PL. 12.00 PF 0.0 M10 25.0 0.0 56.5 0.0 0.5 120 FTG ---- PE 0.0 Ml 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV. Pipe: 93 -148.5 4.260 FL 12.00 PF 0.1 Ml]. 25.0 0.0 77.9 0.0 3.3 120 FTG ---- PE 0.0 M12 25.0 0.0 77.9 0.0 0.006 TL 12.00 PV Pipe: 94. -231.3 4.260 FL 12.00 PF 0.2 M12 25.0 0.0 77.9 0.0 5.2 120 FTG ---- FE 0.0 M13 25.0 0.0 78.1 0.0 0.013 TL 12.00 PV Pipe: 95 -311.7 4.260 FL 12.00 PF 0.3 M13 25.0 0.0 78.1 0.0 7.0 120 FTG ---- PE 0.0 M14 25.0 0.0 78.4 0.0 0.023 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESPMAIN.SDF JOB TITLE: 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: 95A -385.5 4.260 PL 1.00 PF 0.0 M14 25.0 0.0 78.4 0.0 8.7 120 FTG ---- PE 0.0 M14A 25.0 0.0 78.4 0.0 0.034 TL 1.00 PV Pipe: 96 -1226.3 6.357 PL 95.00 PF 6.7 M14A 25.0 0.0 78.4 0.0 12.4 120 FTG 4E PE -0.4 TR 26.0 0.0 84.7 0.0 0.041 TL 165.41 PV Pipe: 97 45.0 4.260 PL 13.00 PF 0.0 M15 25.0 0.0 70.0 0.0 1.0 120 FTG ---- PE 0.0 M16 25.0 0.0 70.0 0.0 0.001 TL 13.00 PV Pipe: 98 90.1 4.260 PL 8.92 PF 0.1 E10 25.0 0.0 70.1 0.0 2.0 120 FTG T PE 0.0 MiS 25.0 0.0 70.0 0.0 0.002 TL 35.25 PV Pipe: 99 -2.7 3.260 PL 12.00 PF 0.0 Fl 25.0 0.0 56.5 0.0 0.1 120 FTG ---- PE 0.0 F2 25.0 0.0 56.5 0.0 0.000 TL 12.00 .PV Pipe: 100 -5.4 3.260 PL 12.00 PF 0.0 F2 25.0 0.0 56.5 0.0 0.2 120 FTG ---- PE 0.0 F3 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 101 -8.1 3.260 PL 12.00 PF 0.0 F3 25.0 0.0 56.5 0.0 0.3 120 FTG ---- PE 0.0 F4 25.0 0.0 56.6 0.0 0.000 TL 12.00 PV Pipe: 102 -10.8 3.260 PL 12.00 PF 0.0 F4 25.0 0.0 56.6 0.0 0.4 120 FTG ---- PE 0.0 F5 25.0 0.0 56.6 0.0 0.000 TL 12.00 PV Pipe: 103 -13.5 3.260 PL 12.00 PF 0.0 F5 25.0 0.0 56.6 0.0 0.5 120 FTG ---- PE 0.0 F6 25.0 0.0 .56.6 0.0 0.000 TL 12.00 PV Pipe: 104 -16.3 3.260 PL 12.00 PF 0.0 F6 25.0 0.0 56.6 0.0 0.6 120 FTG ---- PE 0.0 F7 25.0 0.0 56.6 0.0 0.000 TL 12.00 PV Pipe: 105 -19.2 3.260 PL 12.00 PF 0.0 F7 25.0 0.0 56.6 0.0 0.7 120 FTG ---- PE 0.0 F8 25.0 0.0 56.6 0.0 0.000 TL 12.00 PV Pipe: 106 28.4 3.260 PL 12.00 PF 0.0 F8 25.0 0.0 56.6 0.0 1.1 120 FTG ---- PE 0.0 F9 25.0 0.0 56.6 0.0 0.001 TL 12.00 PV Pipe: 107 -154..8 3.260 PL 12.00 PF 0.3 F9 25.0 0.0 56.6 0.0 6.0 120 FTG ---- PE 0.0 F10 25.0 0.0 56.8 0.0 0.023 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RE5P-MAIN.SDF JOB TITLE: 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: 108 -338.7 3.260 PL 12.00 PF 1.2 F10 25.0 0.0 56.8 0.0 13.0 120 FTG ---- FE 0.0 Fil 25.0 0.0 58.0 0.0 0.098 TL 12.00 PV Pipe: 109 -517.0 3.260 FL 12.00 PF 2.6 Fl]. 25.0 0.0 58.0 0.0 19.9 120 FTG ---- FE 0.0 F12 25.0 0.0 60.6 0.0 0.213 TL 12.00 PV Pipe: 110 -469.5 3.260 PL 12.00 PF 2.1 F12 25.0 0.0 60.6 0.0 18.0 120 FTG ---- FE 0.0 F13 25.0 0.0 62.7 0.0 0.179 TL 12.00 PV Pipe: 111 -429.8 3.260 PL 12.00 PF 1.8 F13 25.0 0.0 62.7 0.0 16.5 120 FTG ---- PE 0.0 F14 25.0 0.0 64.5 0.0 0.152 TL 12.00 PV Pipe: lilA -396.3 3.260 PL 1.00 PF 0.1 F14 25.0 0.0 64.5 0.0 15.2 120 FTG ---- FE 0.0 Eli 25.0 0.0 64.7 0.0 0.130 TL 1.00 PV Pipe: 112 -90.1 3.260 FL 8.92 PF 0.1 Eli 25.0 0.0 64.7 0.0 3.5 120 FTG ---- PE 0.0 F15 25.0 0.0 64.7 0.0 0.008 TL 8.92 PV Pipe: 113 -45.0 3.260 PL 13.00 PF 0.0 F15 25.0 0.0 64.7 0.0 1.7 120 FTG ---- PE 0.0 F16 25..0 0.0 64.8 0.0 0.002 TL 13.00 PV Pipe: 114 -1226.3 6.357 PL 25.00 PF 3.0 TR 26.0 0.0 84.7 0.0 12.4 120 FTG BA PE 10.8 BR 1.0 H.S. 98.5 100.0 0.041 TL 72.78 PV Pipe: 115 -1326.3 7.981 PL 10.00 .PF 0.5 BR 1.0 H.S. 98.5 100.0 8.5 140 FTG 2L PE 0.4 tJG1 0.0 0.0 99.5 0.0 0.012 TL 44.58 PV Pipe: 116 FIXED PRESSURE LOSS DEVICE UG2 0.0 0.0 111.5 0.0 12.0 psi, 1326.3 gpm UG]. 0.0 0.0 99.5 0.0 Pipe: 117 -1326.3 7.981 PL 20.00 PF 1.2 UG2 0.0 0.0 111.5" 0.0 8.5 140 FTG T2L FE 0.0 UG3 0.0 H.S. 112.7 400.0 0.012 TL 101.13 PV Pipe: 118A -864.2 7.981 PL 280.00 PF 1.9 tJG3 0.0 H.S. 112.7 400.0 5.5 140 FTG T2L PE 0.0 UG4 0.0 0.0 114.6 0.0 0.005 TL 361.13 PV Pipe: 119A -864.2 11.990 PL 48.00 PF 0.1 UG4 0.0 0.0 .114.6 0.0 2.5 140 FTG T PE 0.0 UG6 0.0 0.0 114.7 0.0 0.001 TL 129.51 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: 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: 120A -862.2 7.981 PL 280.00 PF 1.9 UG3 0.0 H.S. 112.7 400.0 5.5 140 FTG T21, PE 0.0 UG5 0.0 0.0 114.6 0.0 0.005 TL 361.13 PV Pipe: 121A -862.2 11.990 PL 60.00 PF 0.1 UG5 0.0 0.0 114.6 0.0 2.4 140 FTG T PE 0.0 UG6 0.0 0.0 114.7 0.0 0.001 TL 141.51 PV Pipe: 122A -1726.3 11.990 PL 1.00 PF 0.0 UG6 0.0 0.0 114.7 0.0 4.9 140 FTG ---- PE 0.0 SRC 0.0 SRCE 114.7 (N/A) 0.003 TL 1.00 PV Pipe: 117A 95.6 1.682 PL 1.00 PF 2.6 E 25.0 0.0 63.1 0.0 13.8 120 FTG T PE -0.4 W 26.0 0.0 60.1 0.0 0.236 TL 10.90 PV Pipe: 118 185.3 1.682 PL 1.00 PF 8.7 El 25.0 0.0 63.1 0.0 26.8 120 FTG T PE -0.4 Wi 26.0 0.0 53.9 0.0 0.803 TL 10.90 PV Pipe: 119 186.5 1.682 PL 1.00 PF 8.9 E2 25.0 0.0 63.3 0.0 26.9 120 FTG T PE -0.4 W2 26.0 0.0 54.1 0.0 0.812 TL 10.90 PV Pipe: 120 93.4 1.682 PL 1.00 PF 2.5 E3 25.0 0.0 63.9 0.0 13.5 120 FTG T PE -0.4 W3 26.0 0.0 61.0 0.0 0.226 TL 10.90 PV Pipe: 121 -35.3 1.682 PL 1.00 PF 0.4 E4 25.0 0.0 64.7 0.0 5.1 120 FTG T PE -0.4 W4 26.0 0.0 64.7 0.0 0.037 TL 10.90 PV Pipe: 122 -40.7 1.682 PL 1.00 PF 0.5 ES 25.0 0.0 65.5 0.0 5.9 120 FTG T PE -0.4 W5 26.0 0.0 65.5 0.0 0.049 TL 10.90 PV Pipe: 123 -40.3 1.682 PL 1.00 PF 0.5 E6 25.0 0.0 66.1 0.0 5.8 120 FTG T PE -0.4 W6 26.0 0.0 66.2 0.0 0.048 TL 10.90 PV Pipe: 125A -95.6 4.260 PL 13.91 PF 0.0 E 25.0 0.0 63.1 0.0 2.2 120 FTG ---- PE 0.0 El 25.0 0.0 63.1 0.0 0.003 TL 13.91 PV Pipe: 126 -280.9 4.260 PL 12.00 PF 0.2 El 25.0 0.0 63.1 0.0 6.3 120 FTG ---- PE 0.0 E2 25.0 0.0 63.3 0.0 0.019 TL 12.00 PV Pipe: 127 -467.4 4.260 PL 12.00 PF 0.6 E2 25.0 0.0 63.3 0.0 10.5• 120 FTG ---- PE 0.0 E3 25.0 0.0 63.9 0.0 0.048 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 3/31/2004 . C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: 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:. 128 -560.8 4.260 PL 12.00 PF 0.8 E3 25.0 0.0 63.9 0.0 12.6 120 FTG ---- PE 0.0 E4 25.0 0.0 64.7 0.0 0.067 TL 12.00 PV Pipe: 129 -525.5 4.260 PL 12.00 PF 0.7 E4 25.0 0.0 64.7 0.0 11.8 120 FTG ---- PE 0.0 E5 25.0 0.0 65.5 0.0 0.060 TL 12.00 PV Pipe: 130 -484.8 4.260 PL 12.00 PF 0.6 E5 25.0 0.0 65.5 0.0 10.9 120 FTG ---- PE 0.0 E6 25.0 0.0 66.1 0.0 0.051 TL 12.00 PV Pipe: 131 -444.5 4.260 PL 1.00 PF 0.0 E6 25.0 0.0 66.1 0.0 10.0 120 FTG ---- PE 0.0 E9 .. 25.0 0.0 66.1 0.0 0.044 TL 1.00 PV Pipe: 132 306.2 4.260 PL 40.00 PF 1.5 E9 25.0 0.0 66.1 0.0 6.9 120 FTG T PE 0.0 Eli 25.0 0.0 64.7 0.0 0.022 TL 66.33 PV Pipe: 133 -750.7 4.260 PL 8.00 PF 4.0 E9 25.0 0.0 66.1 0.0 16.9 120 FTG- T PE 0.0 E10 25.0 0.0 70.1 0.0 0.116 TL 34.33 PV Pipe: 134 -840.8 4.260 PL 32.00 PF 8.3 E10 25.0 0.0 70.1 0.0 18.9 . 120 FTG T PE 0.0 M14A 25.0 0.0 78.4 0.0 0.143 TL 58.33 PV NOTES: Calculations were performed by the HASS 7.5 computer program under license no. 50040828 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 0.001 gpm and a maximum imbalance at any node of 0.118 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 34.9 ft/sec at pipe 63. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: 540 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPV1v NPTee 1.682 4.95 9.90 2.47 11.14 7.42 1.24 12.37 12.37 9.90 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47 3.260 9.41 29.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 11.990 27.58 61.28 18.39 66.39 21.45 6.13 45.96 45.96 61.28 PAGE: A MATERIAL: 540 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngEli ChkVlv BfyVlv GatVlv AlmChk DPVlv 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 DATE: 3/31/2004 JOB TITLE: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF 0 0 0 0 0 (\1 (Y) 0 0 IWO N O 0 0 0 0 0 r4 0 Cs1 U) 0 ri U) U) r1 ri —Q4u),-i- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN.SDF JOB TITLE: WATER SUPPLY CURVE 132+ *\\\\\\\\\\\\\\\\\\\ 121+ 0 \\\\\\\\\\\\\\\\\\\ I * <-117.0 psi @ 3040 gpm I X Flow Test Point 110+ 99+ P88+ R I E I S I S 77+ U I R- E I 66+ C I P I S .1 I 55+ ) I 44+ 33+ 22+ LEGEND I I, I X = Required Water Supply I! I 114.67 psi @ 1726.3 gpm " 11+ I, I 0 = Available Water Supply " I 121.09 psi 8 1726.3 gpm o++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) WESTERN FIRE PROTECTION, INC. 12232 THATCHER COURT POWAY, CA 92064 HYDRAULIC CALCULATIONS FOR CALC#2 RESPIRONICS DENISTY UPGRADE 2271 COSMOS COURT CARLSBAD, CA FILE NUMBER: DATE: MAR 31, 2004 -DESIGN DATA- OCCUPANCY CLASSIFICATION: AREA OF APPLICATION: 15 SPR @ 22P51 STARTING PRESSURE SPR SPEC TABLE 3 COVERAGE PER SPRINKLER: 100 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1224.7 gpm TOTAL WATER REQUIRED (including hose): 1724.7 gpm FLOW AND PRESSURE (@ BR): 1224.7 gpm @ 100 psi SPRINKLER NPT SIZE: 3/4 inch NAME OF CONTRACTOR: WESTERN FIRE PROTECTION, INC DESIGN/LAYOUT BY: B. AUSTIN AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT CONTRACTOR CERTIFICATION NUMBER: C#16-588039 , AZ #107150 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/31/200.4 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG. SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 0 PRESS. 0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 123.3 117.0 3040.0 121.1 1724.7 116.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1724.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES . 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1224.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Si 28.0 K=16.80 22.0 78.8 S2 28.0 K=16.80 22.1 79.0 53 28.0 K=16.80 22.5 79.6 S4 28.0 K16.80 24.3 82.8 S5 . .28.0 K=16.80 24.8 83.6 S6 28.0 41.6 S7 28.0 - - - - 45.6 S8 28.0 - - - - 49.5 - - - S9 28.0 K=16.80 22.0 78.9 sio 28.0 K=16.80 22.1 79.1 Sib 28.0 K=16.80 22.5 79.7 S12 28.0 K=16.80 24.3 82.8 S13 28.0 K=16.80 24.8 83.7 S14 28.0 - - - - 41.7 - - - S15 28.0 - - - - 45.7 S16 28.0 - - - - 49.6 S17 28.0 K=16.80 23.3 81.1 518 28.0 K=16.80 23.4 81.3 S19 28.0 K=16.80 . 23.8 82.0 S20 28.0 K16.80 25.9 85.4 S21 28.0 K=16.80 26.7. 86.8 S22 28.0 - - - - 45.5 - - - S23 28.0 - - - - 50.5 - - - S24 28.0 - - - - 55.5 - - - 1 26.0 - - - - 34.4 - - - 2 26.0 - - - - 34.5 3 26.0 - - - - 35.1 - - - 4 26.0 - - - - 37.7 - - - 5 26.0 - - - - 38.5 - - - 6 26.0 - - - - 42.5 - - - 7 26.0 - - - - 46.4 8 26.0 - - - - 50.4 - - - 9 26.0 - -. - - 34.4 - - - 10 26.0 - - - - 34.6 11 26.0 - - - - 35.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 12 26.0 - - - - 37.8 - - - 13 26.0 - - - - 38.6 14 26.0 - - - - 42.6 15 26.0 - - - - 46.5 - - - 16 26.0 - - - - 50.5 - - - 17 26.0 - - - - 36.3 - - - 18 26.0 - - - - 36.5 - - - 19 26.0 - - - - 37.1 - - - 20 26.0 - - - - 40.1 - - - 21 26.0 - - - - 41,3 - - - 22 26.0 - - - - 46.3 - - - 23 26.0 - - - - 51.3 - - - 24 26.0 - - - - 56.4 - - - Ml 25.0 - - - - 56.5 - - - M2 25.0 - - - - 56.5 - - - M3 25.0 - - - - 56.5 - - - M4 25.0 - - - - 56.5 - - - M5 25.0 - - - - 56.5 M6 25.0 - - - - •56.5 M7 25.0 - - - - 56.5 M8 25.0 - - - - 56.5 - - - M9 25.0 - - - - 56.5 - - - M10 25.0 - - - - 56.5 - - - Ml]. 25.0 - - - - 79.4 - - - M12 25.0 - •- - - 79.5 - - - M13 25.0 - - - - 79.6 - - - M14 25.0 - - - - 79.9 - - - M14A 25.0 - - - - 79.9 - - - M15 25.0 - - - - 71.3 - - - M16 25.0 - - - - 71.3 Fl 25.0 - - - - 55.6 - - - F2 25.0 - - - - 55.6 - -. - F3 25.0 - - - - 55.6 - - F4. 25.0 - - - - 55.6 F5 25.0 - - - - .55.5 F6 25.0 - - - - . 55.5 F7 25.0 - - - - 55.4 - - - F8 25.0 - - - - 55.2 - - - F9 25.0 - - - - 54.9 F10 25.0 - - - - 55.0 Fl]. 25.0 - - - - 56.3 - - - F12 25.0 - - - - 59.8 - - - F13 25.0 - - - - 62.7 F14 25.0 - - - - 65.1 - - - F15 25.0 - - - - 65.4 F16 25.0 - - - - 65.4 - - - Ri 26.0 - - - - 56.0 R2 26.0 - - - - 56.0 - - - R3 26.0 - - - - 55.9 - - - R4 26.0 - - - - 55.9 - - -. R5 26.0 - - - - 55.9 - - - R6 26.0 - - - - 55.9 R7 26.0 - - - - 55.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) R8 26.0 - - -. - 56.9 - - - R9 26.0 - - - - 56.3 RiO 26.0 - - - - 56.3 - - - Rll 26.0 - - - - 74.1 R12 26.0 - - - - 77.0 R13 26.0 - - - - 77.3 - - - R14 26.0 - - - - 77.8 - - - R14A 26.0 - - - - 71.2 R15 26.0 - - - - 70.2 R16 26.0 - - - - 70.2 - - - Ti 26.0 - - - - 55.3 T2 26.0 - - - 55.2 - - - T3 26.0 - - - - 55.2 - - - T4 26.0 - - - - 55.2 - - - T5 26.0 - - - - 55.2 T6 26.0 - - - - 55.1 - - - T7 26.0 - - - - 55.0 - - - T8 26.0 - - - - 55.9 T9 26.0 - - - - 38.0 T10 26.0 - - - - 38.1 Ti]. 26.0 - - - - 40.1 - - - 112 26.0 - - -. - 60.4 - - T13 26.0 - - - - 63.0 - - - T14 26.0 - - - - 65.2 - - - T15 26.0 - - - - 65.7 - - - ,T16 26.0 ---- 65.7 TR 26.0 - - - - 86.2 BR 1.0 HOSE STREAM 100.0 100.0 UGi 0.0 - - - - 100.9 UG2 0.0 - - - - 112.9 UG3 0.0 HOSE STREAM 114.1 400.0 UG4 0.0 - - - - 116.0 - - - UG5 0.0 - - - - 116.0 - .- - UG6 0.0 - - - - 116.1 El 25.0 - - - - 65.0 - - E 25.0 - - - - 64.9 - - - E2 25.0 - - - - 65.2 E3 25.0 - - - - 65.8 - - - E4 25.0 - - - - 66.4 E5 25.0 - - - - 66.9 - - - E6 25.0 - --- 67.4 E9 25.0 - - - - 67.4 E10 25.0 - - - - 71.4 Eli 25.0 - - - - 65.3 Wi 26.0 - - - - 57.3 w 26.0 - 60.9 W2 26.0 - - - - 57.4 W3 26.0 - - - - 65.1 - - - W4 26.0 66.1 W5 26.0 - - - - 66.8 - - - W6 26.0 - - - - 67.4 SRC 0.0 SOURCE 116.1 1724.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: 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) .G%) FL/FT (PSI) Pipe: 1 -78.8 1.049 PL 2.00 PF 11.5 Si 28.0 16.8 22.0 78.8 29.3 120 FTG T PE 0.9 1 26.0 0.0 34.4 0.0 1.644 TL 7.00 PV Pipe: 2 -79.0 1.049 PL ' 2.00 PF 11.6 S2 28.0 16.8 22.1 79.0 29.3 120 FTG T PE 0.9 2 26.0 0.0 34.5 0.0 1.651 TL 7.00 PV Pipe: 3 -79.6 1.049 PL 2.00 PF 11.7 S3 28.0 16.8 22.5 79.6 29.6 120 FTG T PE 0.9 3 26.0 0.0 35.1 0.0 1.676 TL 7.00 PV Pipe: 4 -82.8 1.049 PL 2.00 PF 12.6 S4 28.0 16.8 24.3 82.8 30.7 120 FTG T PE 0.9 4 26.0 0.0 37.7 0.0 1.800 TL 7.00 PV Pipe: 5 -83.6 1.049 PL 2.00 PF 12.9 S5 28.0 16.8 24.8 83.6 31.0 120 FTG T PE 0.9 5 26.0 0.0 38.5 0.0 1.836 TL 7.00 PV Pipe,: 6 0.0 1.049 PL 2.00 PF 0.0 S6 28.0 0.0 41.6 0.0 0.0 120 FTG T PE 0.9 6 26.0 0.0 42.5 0.0 0.000 TL ' 7.00 PV Pipe: 7 0.0 1.049 PL. 2.00 PF 0.0 S7 28.0 0.0 45.6 0.0 0.0 120 FTG T PE 0.9 7 26.0 0.0 46.4 0.0 0.000 T.L 7.00 PV Pipe: 7A 0.0 1.049 PL 2.00 PF 0.0 S8 28.0 0.0 49.5 0.0 0.0 120 FTG T PE 0.9 8 26.0 0.0 50.4 0.0 0.000 TL 7.00 PV Pipe: 7B -78.9 1.049 PL 2.00 PF 11.5 S9 28.0 16.8 22.0 78.9 29.3 120' FTG T PE 0.9 9 26.0 0.0 34.4 0.0 ' 1.648 TL 7.00 PV Pipe: 7C -79.1 1.049 PL 2.00 PF 11.6 Slo 28.0 16.8 22.1 79.1 29.4 120 FTG T PE 0.9. 10 ' 26.0 0.0 34.6 0.0 1.655 TL 7.00 PV Pipe: 7D -79.7 1.049 PL 2.00 PF 11.8 Si]. 28.0 16.8 22.5 79.7 29.6 120 FTG T PE 0.9 ii. 26.0 0.0 35.1 0.0 1.680 TL 7.00 PV Pipe: 7E -82.8 1.049 PL 2.00 PF 12.6 S12 28.0 16.8 24.3 82.8 30.8 120 FTG T PE 0.9 12 26.0 0.0 37.8 0.0 ' 1.804 TL 7.00 PV Pipe: 7F -83.7 1.049 PL 2.00 PF 12.9 S13 28.0 16.8 24.8 83.7 31.1 120 FTG T PE 0.9 13 26.0 0.0 38.6 0.0 1.840 TL 7.00 pv SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: 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: 7G 0.0 1.049 PL 2.00 PF 0.0 S14 28.0 0.0 41.7 0.0 0.0 120 FTG T PE 0.9 14 26.0 0.0 42.6 0.0 0.000 TL 7.00 PV Pipe: 7H 0.0 1.049 PL 2.00 PF 0.0 S15 28.0 0.0 45:7 0.0 0.0 120 FTG T PE 0.9 15 26.0 0.0 46.5 0.0 0.000 TL 7.00 PV Pipe: 71 . 0.0 1.049 PL 2.00 PF 0.0 S16 28.0 0.0 49.6 0.0 0.0 120 FTG T PE 0.9 16 26.0 0.0 50.5 0.0 0.000 TL 7.00 PV Pipe: 71 -81.1 1.049 PL 2.00 PF 12.2 S17 28.0 16.8 23.3 81.1 30.1 120 FTG T PE 0.9 17 26.0 0.0 36.3 0.0 1.736 TL 7.00 PV Pipe: 7K -81.3 1.049 PL 2.00 PF 12.2 S18 28.0 16.8 23.4 81.3 30.2 120 FTG T PE 0.9 18 26.0 0.0 36.5 0.0 1.743 TL 7.00 PV Pipe: 7L -82.0 1.049 PL 2.00 PF 12.4 S19 28.0 16.8 23.8 82.0 30.4 120 FTG T PE 0.9 19 26.0 0.0 37.1 0.0 1.769 TL 7.00 PV Pipe: 7M -85.4 1.049 PL 2.00 PF 13.4 S20 28.0 16.8 25.9 85.4 31.7 120 FTG T PE 0.9 20 26.0 0.0 40.1 0.0 1.910 TL 7.00 PV Pipe: 7N . . -86.8 1.049 PL 2.00 PF 13.8 S21 28.0 16.8 26.7 86.8 32.2 120 FTG T PE 0.9 21 2.6.0 0.0 41.3 0.0 1.966 TL 7.00 PV Pipe: 70 0.0 1.049 PL 2.00 PF 0.0 S22 28.0 0.0 45:5 0.0 0.0 120 FTG T PE 0.9 22 26.0 0.0 46.3 0.0 0.000 TL 7.00 PV Pipe: 7P - 0.0 1.049 PL 2.00 PF 0.0 S23 28.0 0.0 50.5 0.0 0.0 120 FTG T PE 0.9 23 26.0 0.0 51.3 0.0 0.000 TL 7.00 PV Pipe: 7Q 0.0 1.049 FL 2.00 PF 0.0 S24 28.0 0.0 55.5 0.0 0.0 120 FTG T FE 0.9 24 26.0 0.0 56.4 0.0 0.000 TL 7.00 PV Pipe: 8 14.4 1.682 PL 1.00 PF 0.1 Ml 25.0 0.0 56.5 0.0 2.1 .120 FTG T FE -0.4 Ri 26.0 0.0 56.0 0.0 0.007 TL 10.90 PV Pipe: 9 14.4 1.682 PL 80.00 PF 0.7 Ri .26.0 0.0 56.0 0.0 2.1 120 FTG 2T PE 0.0 Ti 26.0 0.0 55.3 0.0 0.007 TL 99.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESPMAINOUTRIG.SDF JOB TITLE: 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: 10 14.4 1.682 PL 1.00 PF 0.1 Ti 26.0 0.0 55.3 0.0 2.1 120 FTG T PE 0.4. Fl 25.0 0.0 55.6 0.0 0.007 TL 10.90 PV Pipe: 11 14.4 1.682 PL 1.00 PF 0.1 M2 25.0 0.0 56.5 0.0 2.1 120 FTC T PE -0.4 R2 26.0 0.0 56.0 0.0 0.007 TL 10.90 PV Pipe: 12 14.4 1.682 PL 80.00 PF 0.7 R2 26.0 0.0 56.0 0.0 2.1 120 FTG 2T PE 0.0 T2 26.0 0.0 55.2 0.0 0.007 TL 99.80 PV Pipe: 13 14.4 1.682 PL 1.00 PF 0.1 T2 26.0 0.0 55.2 0.0 2.1 120 FTG T PE 0.4 F2 25.0 0.0 55.6 0.0 0.007 TL 10.90 PV Pipe: 14 14.5 1.682 PL 1.00 PF 0.1 M3 25.0 0.0 56.5 0.0 2.1 120 FTG T PE -0.4 R3 26.0 0.0 55.9 0.0 0.007 TL 10.90 PV Pipe: 15 14.5 1.682 PL 80.00 PF 0.7 R3 . 26.0 0.0 55.9 0.0 2.1 120 FTG 2T PE 0.0 T3 26.0 0.0 55.2 0.0 0.007 TL 99.80 PV Pipe: 16 14.5 1.682 PL 1.00 PF 0.1 T3 26.0 0.0 55.2 0.0 2.1 120 FTG T PE 0.4 F3 25.0 0.0 55.6 0.0 0.007 TL 10.90 PV Pipe: 17 14.7 1.682 PL 1.00 PF 0.1 M4 25.0 0.0 56.5 0.0 2.1 120 FTG T PE -0.4 R4 26.0 0.0 55.9 0.0 0.007 TL 10.90 PV Pipe: 18 14.7 1.682 PL 80.00 PF 0.7 R4. 26.0 0.0 55.9 0.0 2.1 120 FTG 2T PE 0.0 T4 26.0 0.0 55.2 0.0 0.007 TL 99.80 PV Pipe: 19 14.7 1.682 PL 1.00 PF 0.1 T4 26.0 0.0 55.2 0.0 2.1 120 FTG T PE 0.4 F4 25.0 0.0 55.6 0.0 0.007 TL 10.90 PV Pipe: 20 15.1 1.682 PL 1.00 PF 0.1 MS 25.0 0.0 56.5 0.0 2.2 120 FTG T PE -0.4 R5 26.0 0.0 55.9 0.0 0.008 TL 10.90 PV Pipe: 21 15.1 1.682 PL 80.00 PF 0.8 R5 26.0 0.0 55.9 0.0 2.2 120 FTC 2T PE 0.0 T5 26.0 0.0 55.2 0.0 0.008 TL 99.80 PV Pipe:22 15.1 1.682 PL 1.00 PF 0.1 T5 26.0 0.0 55.2 0.0 2.2 120 FTC T PE 0.4 F5 25.0 0.0 55.5 0.0 0.008 TL 10.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG. SDF JOB TITLE: 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: 23 15.7 1.682 PL 1.00 PF 0.1 M6 25.0 0.0 56.5 0.0 2.3 120 FTG T PE -0.4 R6 26.0 0.0 55.9 0.0 0.008 TL 10.90 PV Pipe: 24 15.7 1.682 PL 80.00 PF 0.8 R6 26.0 0.0 55.9 0.0 2.3 120 FTG 2T PE 0.0 T6 26.0 0.0 55.1 0.0 0.008 TL 99.80 PV Pipe: 25 15.7 1.682 PL 1.00 PF 0.1 T6 26.0 0.0 55.1 0.0 2.3 120 FTG T PE 0.4 F6 25.0 0.0 55.5 0.0 0.008 TL 10.90 PV Pipe: 26 16.5 1.682 PL 1.00 PF 0.1 M7 25.0 0.0 56.5 0.0 2.4 120 FTG T PE -0.4 R7 26.0 0.0 55.9 0.0 0.009 TL 10.90 PV Pipe: 27 16.5 1.682 PL 80.00 PF 0.9 R7 26.0 0.0 55.9 0.0 2.4 120 FTC 2T PE 0.0 T7 26.0 0.0 55.0 0.0 0.009 TL 99.80 PV Pipe: 28 16.5 1.682 PL 1.00 PF 0.1 T7 26.0 0.0 55.0 0.0 2.4 120 FTG T PE 0.4 F7 25.0 0.0 55.4 0.0 0.009 TL 10.90 PV Pipe: 29 -53.5 1.682 PL 1.00 PF 0.9 M8 25.0 0.0 56.5 0.0. 7.7 120 FTG T PE -0.4 R8 26.0 0.0 56.9 0.0 0.081 TL 10.90 PV Pipe: 29A -53.5 1.682PL 40.00 PF 4.0 R8 . 26.0 0.0 56.9 0.0 7.7 120 FTG T PE 0.0 w 26.0 0.0 60.9 0.0 . 0.081 TL 49.90 PV Pipe: 30 60.5 1.682 PL 40.00 PF 5.1 w 26.0 0.0 60.9 0.0 8.7 120 FTG T PE 0.0 T8 26.0 0.0 55.9 0.0 0.101 TL 49.90 PV Pipe: 31 60.5 1.682 PL 1.00 PF 1.1 T8 26.0 0.0 55.9. 0.0 8.7 120 FTG T PE 0.4 F8 25.0 0.0 55.2 0.0 0.101 TL 10.90 PV Pipe: 31A -78.8 2.635 PL 8.00 PF 0.1 1 26.0 0.0 34.4 0.0 4.6 120 FTG ---- PE 0.0 2 26.0 0.0 34.5 0.0 0.019 TL 8.00 PV Pipe: 32 -157.8 2.635 PL 8.00 PF 0.5 2 26.0 0.0 34.5 0.0 9.3 120 FTG ---- PE 0.0 3 26.0 0.0 35.1 0.0 0.067 TL 8.00 PV Pipe: 33 -237.4 2.635 PL 4.00 PF 2.9 3 26.0 0.0 35.1 0.0 14.0 120 FTG T PE 0.0 T9 26.0 0.0 38.0 0.0 0.143 TL 20.47 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: 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: 34 23.7 1.682 PL 4.00 PF 0.2 T9 26.0 0.0 38.0 0.0 3.4 120 FTG T PE 0.0 4 26.0 0.0 37.7 0.0 0.018 TL 13.90 PV Pipe: 35 -59.1 1.682 PL 8.00 PF 0.8 4 26.0 0.0 37.7 0.0 8.5 120 FTG ---- PE 0.0 5 26.0 0.0 38.5 0.0 0.097 TL 8.00 PV Pipe: 36 -142.7 1.682 PL 8.00 PF 4.0 5 26.0 0.0 38.5 0.0 20.6 120 FTG ---- PE 0.0 6 26.0 0.0 42.5 0.0 0.495 TL 8.00 PV Pipe: 37 -142.7 1.682 PL 8.00 PF 4.0 6 26.0 0.0 42.5 0.0 20.6 120 FTG ---- PE .0.0 7 26.0 0.0 46.4 0.0 0.495 TL 8.00 PV Pipe: 38 -142.7 1.682 PL 8.00 PF 4.0 7 26.0 0.0 46.4 0.0 20.6 120 FTG ---- PE 0.0 8 26.0 0.0 50.4 0.0 0.495 TL 8.00 PV Pipe: 39 -r42.7 1.682 PL 4.00 PF 6.9 8 26.0 0.0 50.4 0.0 20.6 120 FTG T PE 0.0 Wi 26.0 0.0 57.3 0.0 0.495 TL 13.90 PV Pipe: 41 . 25.2 1.682 PL 40.00 PF 1.0 Wi 26.0 0.0 57.3 0.0 3.6 120 FTG T PE 0.0 R9 . 26.0 0.0 56.3 0.0 0.020 TL 49.90 PV Pipe: 42 25.2 1.682 PL 1.00 PF 0.2 R9 26.0 0.0 56.3 0.0 3.6 120 FTG T PE 0.4 M9 25.0 0.0 56.5 0.0 0.020 TL 10.90 PV Pipe: 43 261.1 1.682-PL 1.00 PF 16.5 F9 25.0 0.0 54.9 0.0 37.7 120 FTG T PE -0.4 T9 26.0 0.0 . 38.0 0.0 1.513 TL 10.90 PV Pipe: 43A -78.9 2.635 PL 8.00 PF 0.1 9 26.0 0.0 34.4 0.0 4.6 120 FTG ---- PE 0.0 10 26.0 0.0 34.6 0.0 0.019 TL 8.00 PV Pipe: 44 -157.9 2.635 PL 8.00 PF 0.5 10 26.0 0.0 34.6 0.0 9.3 120 FTG ---- PE 0.0 11 26.0 0.0 35.1 0.0 0.067 TL 8.00 PV Pipe: 45 -237.7 2.635 PL 4.00 PF 2.9 11 26.0 0.0 35.1 0.0 14.0 120 FTG T PE 0.0 T10 26.0 0.0 381 0.0 0.143 TL 20.47 PV Pipe: 46 23.7 1.682 PL 4.00 PF 0.2 T10 26.0 0.0 38.1 0.0 3.4 120 FTG T PE 0.0 12 26.0 0.0 37.8 0.0 0.018 TL 13.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: 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: 47 -59.1 1.682 PL 8.00 PF 0.8 12 26.0 0.0 37.8 0.0 8.5 120 FTG, PE 0.0 13 26.0 0.0 38.6 0.0 0.097 TL 8.00 PV Pipe: 48 . -142.8 1.682 PL 8.00 PF 4.0 13 26.0 0.0 38.6 0.0 20.6 120 FTG ---- PE 0.0 14 26.0 0.0 42.6 0.0 0.496 TL 8.00 PV Pipe: 49 -142.8 1.682 PL 8.00 PF 4.0 14 26.0 0.0 42.6 0.0 20.6 120 FTG ---- PE 0.0 15 26.0 0.0 46.5 0.0 0.496 TL 8.00 PV Pipe: 50 -142.8 1.682 PL 8.00 PF 4.0 15 26.0 0.0 46.5 0.0 20.6 120 FTG ---- PE 0.0 16 26.0 0.0 50.5 0.0 0.496 TL 8.00 PV Pipe: 51 -142.8 1.682 PL 4.00 PF 6.9 16 26.0 0.0 50.5 0.0 20.6 120 FTG T PE 0.0 W2 26.0 0.0 57.4 0.0 0.496 TL 13.90 PV Pipe: 51A 26.5 1.682 PL 40.00 PF 1.1 W2 26.0 0.0 57.4 0.0 3.8 120 FTG T PE 0.0 RiO 26.0 0.0 56.3 0.0 0.022 TL 49.90 PV Pipe: 54 26.5 1.682 PL 1.00 PF 0.2 RiO 26.0 0.0 56.3 0.0 3.8 120 FTG T FE 0.4 ..M1O 25.0 0.0 56.5 0.0 0.022 TL 10.90 PV Pipe: 55 -261.4 1.682 PL 1.00 PF 16.5 T10 26.0 0.0 38.1 0.0 37.7 120 FTG T PE 0.4 F10 25.0 0.0 55.0 0.0 1.516 TL 10.90 PV Pipe: 55A -81.1 2.635 FL 8.00 PF 0.2 17. 26.0 0.0 36.3 0.0 4.8 120 FTG ---- FE 0.0 18 26.0 0.0 36.5 0.0 0.020 TL 8.00 PV Pipe: 56 -162.5 2.635 FL 8.00 PF 0.6 18 26.0 0.0 36.5 0.0 9.6 120 FTG ---- FE 0.0 19 26.0 0.0 37.1 0.0 0.071 TL 8.00 PV Pipe: 57 . -244.4 2.635 PL 4.00 PF 3.1 19 26.0 0.0 37.1 0.0 14.4 120 FTG T PE 0.0 T11 26.0 0.0 40.1 0.0 0.150 TL 20.47 PV Pipe: 58 10.0 1.682 PL 4.00 PF 0.1 Til 26.0 0.0 40.1 0.0 1.4 120 FTG T FE 0.0 20 26.0 0.0 40.1 0.0 0.004 TL 13.90 PV Pipe: 59 -75.4 1.682 FL 8.00 PF 1.2 20 26.0 0.0 40.1 0.0 10.9 120 FTG ---- PE 0.0 21 26.0 0.0 41.3 0.0 0.152 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: 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: 60 -162.2 1.682 PL 8.00 PF 5.0 21 26.0 0.0 41.3 0.0 23.4 120 FTG ---- PE 0.0 22 26.0 0.0 46.3 0.0 0.627 TL 8.00 PV -Pipe: 61 -162.2 1.682 PL 8.00 PF 5.0 22 26.0 0.0 46.3 0.0 23.4 120 FTG ---- PE 0.0 23 26.0 0.0 . 51.3 0.0 0.627 TL 8.00 PV Pipe: 62 -162.2 1.682 PL 8.00 PF 5.0 23 26.0 0.0 51.3 0.0 23.4 120 FTG ---- PE 0.0 24 26.0 0.0 56.4 0.0 0.627 TL 8.00 PV Pipe: 63 -162.2 1.682 PL 4.00 PF 8.7 24 26.0 0.0 56.4 0.0 23.4 120 FTG T PE 0.0 W3 26.0 0.0 65.1 0.0 0.627 TL 13.90 PV Pipe: 63A -135.7 1.682 PL 10.00 PF 9.0 W3 26.0 0.0 65.1 .0.0 19.6 120 FTG T PE 0.0 Ri]. 26.0 0.0 74.1 0.0 0.451 TL 19.90 PV Pipe: 66 -135.7 1.682 PL 1.00 PF. 4.9 Ri]. 26.0 0.0 74.1 0.0 19.6 120 -FTG T PE 0.4 Mil 25.0 0.0 79.4 0.0 0.451 TL 10.90 Pv Pipe: 67 -254.5 1.682 PL 1.00 PF 15.7 Til 26.0 0.0 40.1 0.0 36.7 120 FTG T PE 0.4 Fl]. 25.0 0.0 56.3 0.0 1.443 TL 10.90 PV Pipe: 68 . 83.2 1.682 PL 1.00 PF 2.0 M12 25.0 0.0 79.5 0.0 12.0 120 FTG T PE -0.4 R12 26.0 0.0 77.0 0.0 0.182 TL 10.90 PV Pipe: 69 83.2 1.682 PL 40.00 PF 10.9 R12 26.0 0.0 77.0 0.0 12.0 120 FTG 2T PE 0.0 W4 26.0 0.0 66.1 0.0 0.182 TL 59.80 PV Pipe:. 69A 58.7 1.682 PL 40.00 PF 5.7 W4 26.0 0.0 66.1 0.0 8.5 120 FTG 2T PE 0.0 T12 26.0 0.0 60.4 0.0 0.096 TL 59.80 PV Pipe: 70 58.7 1.682 PL 1.00 PF 1.0 T12 26.0 0.0 60.4 0.0 8.5 120 FTG T PE 0.4 F12 25.0 0.0 59.8 0.0 . 0.096 TL 10.90 PV Pipe: 71 81.2 1.682 PL 1.00 PF 1.9 M13 25.0 0.0 79.6 0.0 11.7 120 FTG T PE -0.4 R13 26.0 0.0 77.3 0.0 0.174 TL 10.90 PV Pipe: 72 81.2 1.682 PL 40.00 PF 10.4 R13 26.0 0.0 77.3 0.0 11.7 120 FTG 2T PE 0.0 W5 26.0 0.0 66.8 0.0 0.174 TL 59.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAINOUTRIG.SDF JOB TITLE: 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: 72A 47.5 1.682 FL 40.00 PF 3.9 W5 26.0 0.0 66.8 0.0 6.9 120 FTG 2T PE 0.0 T13 26.0 0.0 63.0 0.0 0.065 TL 59.80 PV Pipe: 73 47.5 1.682 FL 1.00 PF 0.7 T13 26.0 0.0 63.0 0.0 6.9 120 FTG T PE 0.4 F13 25.0 0.0 62.7 0.0 0.065 TL 10.90 PV Pipe: 74 74.7 1.682 PL 1.00 FE' 1.6 M14 25.0 0.0 79.9 0.0 10.8 120 FTG T PE -0.4 R14 26.0 0.0 77.8 0.0 0.150 TL 10.90 PV Pipe: 75 74.7 1.682 FL 24.00 FE' 6.6 R14 26.0 0.0 77.8 0.0 10.8 120 FTG 2T PE 0.0 R14A 26.0 0.0 71.2 0.0 0.150 TL 43.80 PV Pipe: 75A 74.7 1.682 FL 16.00 PF 3.9 R14A 26.0 0.0 71.2 0.0 10.8 120 FTG T FE 0.0 W6 26.0 0.0 67.4 0.0 0.150 TL 25.90 PV Pipe: 75B 38.4 1.682 FL 40.00 PF 2.2 W6 26.0 0.0 67.4 0.0 5.5 120 FTG T FE 0.0 T14 26.0 0.0 65.2 0.0 0.044 TL 49.90 PV Pipe: 76 38.4 1.682 FL 1.00 FE' 0.5 T14 26.0 0.0 65.2 0.0 5.5 120 FTG T FE 0.4 F14 25.0 0.0 65.1 0.0 0.044 TL 10.90 PV Pipe: 77 48.0 1.682 PL 1.00 PF 0.7 M15 25.0 0.0 71.3 0.0 6.9 120 FTG T FE -0.4 R15 26.0 0.0 70.2 0.0 0.066 TL 10.90 PV Pipe: 78 48.0 1.682 FL 48.00 PF 4.5 R1.5 26.0 0.0 70.2 0.0 6.9 120 FTG 2T FE 0.0 T15 26.0 0.0 65.7 0.0 0.066 TL 67.80 PV Pipe: 79 48.0 1.682 FL 1.00 PF 0.7 T15 26.0 0.0 65.7 0.0 6.9 120 FTG T FE 0.4 F15 25.0 0.0 65.4 0.0 0.066 TL 10.90 PV Pipe: 80 47.8 1:682 PL 1.00 PF 0.7 M16 25.0 0.0 71.3 0.0 6.9 120 FTG T FE -0.4 R16 26.0 0.0 70.2 0.0 0.065 TL 10.90 PV Pipe: 81 47.8 1.682 FL 48.00 FE' 4.4 R16 26.0 0.0 70.2 0.0 6.9 120 FTG 2T FE 0.0 T16 26.0 0.0 65.7 0.0 0.065 TL 67.80 PV Pipe: 82 47.8 1.682 FL 1.00 PF 0.7 T16 26.0 0.0 65.7 0.0 6.9 120 FTG T PE 0.4 F16 25.0 0.0 65.4 0.0 0.065 TL 10.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP--MAIN-OUTRIG. SDF JOB TITLE: 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: 83 36.0 4.260 PL 12.00 PF 0.0 Ml 25.0 0.0 56.5 0.0 0.8 120 FTG ---- PE 0.0 M2 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 84 21.6 4.260 PL 12.00 PF 0.0 M2 25.0 0.0 . 56.5 0.0 0.5 120 FTG ---- FE 0.0 M3 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 85 7.2 4.260 FL 12.00 PF 0.0 M3 25.0 0.0 56.5 .0.0 0.2 120 FTG --- - PE 0.0 M4 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 86 -7.5 4.260 FL 12.00 PF 0.0 M4 25.0 0.0 56.5 0.0 0.2 120 FTG FE 0.0 M5 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 87 -22.6 4.260 FL 12.00 PF 0.0 MS 25.0 0.0 56.5 0.0 0.5 120 FTG ---- PE 0.0 M6 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 88 -38.3 4.260 PL 12.00 PF 0.0 M6 25.0 0.0 56.5 0.0 0.9 120 FTG ---- PE 0.0 M7 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 89 -54.8 4.260 PL 12.00 PF .0.0 M7 25.0 0.0 56.5 0.0 1.2 120 FTG ---- PE 0.0 M8 25.0 0.0 56.5 0.0 0.001 TL 12.00 PV Pipe: 90 -1.3 4.260 PL 12.00 PF 0.0. M8 25.0 0.0 56.5 0.0 1 0.0 120 FTG ---- PE 0.0 M9 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 91 23.9 4.260 PL 12.00 PF 0.0 M9 25.0 0.0 56.5 0.0 0.5 120 FTG ---- PE 0.0 M10 25.0 0.0 56.5 0.0 0.000 TL 12.00 PV Pipe: 92 50.4 4.260 PL 12.00 PF 0.0 M10 25.0 0.0 56.5 0.0 1.1 120 FTG ---- PE 0.0 Ml 25.0 0.0 56.5 0.0 0.001 TL 12.00 PV Pipe: 93 -135.7 4.260 PL 12.00 PF 0.1 .Mll 25.0 0.0 79.4 0.0 3.1 120 FTG ---- PE 0.0 M12 25.0 0.0 79.5 0.0 0.005 TL 12.00 PV Pipe: 94 -218.9 4.260 PL 12.00 PF 0.1 M12 25.0 0.0 79.5 0.0 4.9 120 FTG ---- FE 0.0 M13 25.0 0.0 79.6 0.0 0.012 TL 12.00 PV Pipe: 95 -300.1 4.260 PL 12.00 PF 0.3 M13 25.0 0.0 79.6 0.0 . 6.8 120 FTG ---- PE 0.0 M14 25.0 0.0 79.9 0.0 0.021 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: 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: 95A -374.9 4.260 PL 1.00 PF 0.0 M14 25.0 0.0 79.9 0.0 8.4 120 FTG ---- PE 0.0 M14A 25.0 0.0 79.9 0.0 0.032 TL 1.00 PV Pipe: 96 -1224.7 6.357 PL 95.00 PF 6.7 M14A 25.0 0.0 79.9 0.0 12.4 120 FTG 4E PE -0.4 TR 26.0 0.0 86.2 0.0 0.041 TL 165.41 PV Pipe: 97 47.8 4.260 PL 13.00 PF 0.0 M15 25.0 0.0 71.3 0.0 1.1 120 FTG ---- PE 0.0 M16 25.0 0.0 71.3 0.0 0.001 TL 13.00 PV Pipe: 98 95.8 4.260 PL 8.92 PF 0.1 E10 25.0 0.0 71.4 0.0 2.2 120 FTG T PE 0.0 M15 25.0 0.0 71.3 0.0 0.003 TL 35.25 PV Pipe: 99 14.4 3.260 PL 12.00 PF 0.0 Fl 25.0 0.0 55.6 0.0 0.6 120 FTG ---- PE 0.0 F2 25.0 0.0 55.6 0.0 0.000 TL 12.00 PV Pipe: 100 28.7 3.260 PL 12.00 PF 0.0 F2 25.0 0.0 55.6 0.0 1.1 120 FTG ---- PE 0.0 F3 25.0 0.0 55.6 0.0 0.001 TL 12.00 PV Pipe: 101 43.2 3.260 PL 12.00 PF 0.0 F3 25.0 0.0 55.6 0.0 1.7 120 FTG ---- PE 0.0 F4 25.0 0.0 55.6 0.0 0.002 TL 12.00 PV Pipe: 102 57.9 3.260 PL 12.00 PF 0.0 F4 25.0 0.0 55.6 0.0 2.2 120 FTG ---- PE 0.0 F5 25.0 0.0 55.5 0.0 0.004 TL 12.00 PV Pipe: 103 73.0 3.260 PL 12.00 PF 0.1 F5. 25.0 0.0 55.5 0.0 2.8 120 FTG ---- PE 0.0 F6 25.0 0.0 55.5 0.0 0.006 TL 12.00 PV Pipe.: 104 88.6 3.260 PL 12.00 PF 0.1 F6 25.0 0.0 55.5 0.0 3.4 120 FTG ---- PE 0.0 F7 25.0 0.0 55.4 0.0 0.008 TL 12.00 PV Pipe: 105 105.2 3.260 PL 12.00 PF 0.1 F7 25.0 0.0 55.4 0.0 4.0 120 FTG.: PE 0.0 F8 25.0 0.0 55.2 0.0 0.011 TL 12.00 PV Pipe: 106 165.7 3.260 PL 12.00 PF 0.3 F8 25.0 0.0 .55.2 0.0 6.4 120 FTG ---- PE 0.0 F9 25.0 0.0 54.9 0.0 0.026 TL 12.00 PV Pipe: 107 -95.4 3.260 PL 12.00 PF 0.1 F9 25.0 0.0 54.9 0.0 3.7 120 FTG ---- PE 0.0 FlO 25.0 0.0 55.0 0.0 0.009 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: 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: 108 -356.8 3.260 PL 12.00 PF 1.3 F10 25.0 0.0 55.0 0.0 13.7 120 FTG ---- PE 0.0 Fl]. 25.0 0.0 56.3 0.0 0.107 TL 12.00 PV Pipe: 109 -611.3 3.260 PL 12.00 PF 3.5 Fl]. 25.0 0.0 56.3 0.0 23.5 120 FTG ---- PE 0.0 F12 25.0 0.0 59.8 0.0 0.291 TL 12.00 PV Pipe: 110 -552.6 3.260 PL 12.00 PF 2.9 F12 25.0 0.0 59.8 0.0 21.2 120 FTG ---- PE 0.0 F13 25.0 0.0 62.7 0.0 0.241 TL 12.00. PV Pipe: 111 -505.0 3.260 PL 12.00 PF 2.5 F13 25.0 0.0 62.7 0.0 19.4 120 FTG ---- PE 0.0 F14 25.0 0.0 65.1 0.0 0.204 TL 12.00 PV Pipe: lilA -466.6 3.260 PL 1.00 PF 0.2 F14 25.0 0.0 65.1 0.0 17.9 120 FTG ---- PE 0.0 El]. 25.0 0.0 65.3 0.0 0.177 TL 1.00 PV Pipe: 112 -95.8 3.260 PL 8.92 PF 0.1 Eli 25.0 0.0 65.3 0.0 3.7 120 FTG ---- PE 0.0 F15 25.0 0.0 65.4 0.0 0.009 TL 8.92 PV Pipe: 113 -47.8 3.260 PL 13.00 PF 0.0 F15 25.0 0.0 65.4 0.0 1.8 120 FTG ---- PE 0.0 F16 25.0 0.0 65.4 0.0 0.003 TL 13.00 PV Pipe: 114 -1224.7 6.357 PL 25.00 PF 3.0 TR 26.0 0.0 86.2 0.0 12.4 120 FTG BA PE 10.8 BR 1.0 H.S. 100.0 100.0 0.041 TL 72.78 PV Pipe: 115 -1324.7 7.981 PL 10.00 PF 0.5 BR 1.0 H.S. 100.0 100.0 8.5 140 FTG 2L PE 0.4 UGl 0.0 0.0 100.9 0.0 0.012 TL 44.58 PV Pipe: 116 FIXED PRESSURE LOSS DEVICE UG2 0.0 0.0 112.9 0.0 12.0 psi, 1324.7 gpm UG1 0.0 0.0 100.9 0.0 Pipe: 117 -1324.7 7.981 PL 20.00 PF 1.2 tJG2 0.0 0.0 112.9 0.0 8.5 140 FTG T2L PE 0.0 UG3 0.0 H.S. 114.1 400.0 0.012 TL 101.13 PV Pipe: 118A -863.4 7.981 PL 280.00 PF 1.9 UG3 0.0 H.S. 114.1 400.0 5.5 140 FTG T2L PE 0.0 UG4 0.0 0.0 116.0 0.0 0.005 TL 361.13 PV Pipe: 119A -863.4 11.990 PL 48.00 PF 0.1 UG4 0.0 0.0 116.0 0.0 2.5 140 FTG T PE 0.0 UG6 0.0 0.0 116.1 0.0 0.001 TL 129.51 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: 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: 120A -861.3 7.981 PL 280.00 PF 1.9 UG3 0.0 H.S. 114.1 400.0 5.5 140 FTG T2L PE 0.0 UG5 0.0 0.0 116.0 0.0 0.005 TL 361.13 PV Pipe: 121A -861.3 11.990 PL 60.00 PF 0.1 UG5 0.0 0.0 116.0 0.0 2.4 140 FTG T PE 0.0 UG6 0.0 0.0 116.1 0.0 0.001 TL 141.51 PV Pipe: 122A -1724.7 11.990 FL 1.00 PF 0.0 UGG 0.0 0.0 116.1 0.0 4.9 140 FTG ---- PE 0.0 SRC 0.0 SRCE 116.1 (N/A) 0.003 TL 1.00 PV Pipe: 117A 114.0 1.682 FL 1.00 PF 3.6 E 25.0 0.0 64.9 0.0 16.5 120 FTG T FE -0.4 w 26.0 0.0 60.9 0.0 0.327 TL 10.90 PV Pipe: 118 167.9 1.682 PL 1.00 PF 7.3 El 25.0 0.0 65.0 0.0 24.2 120 FTG T PE -0.4 Wi 26.0 0.0 57.3 0.0 0.669 TL 10.90 PV Pipe: 119 169.3 1.682 FL 1.00 PF 7.4 E2 25.0 0.0 65.2 0.0 24.4 120 FTG T PE -0.4 W2 26.0 0.0 57.4 0.0 0.679 TL 10.90 PV Pipe: 120 26.5 1.682 FL 1.00 PF 0.2 E3 25.0 0.0 65.8 0.0 3.8 120 FTG T FE -0.4 W3 26.0 0.0 65.1 0.0 0.022 TL 10.90 PV Pipe: 121 -24.5 1.682 PL 1.00 PF 0.2 E4 25.0 0.0 66.4 0.0 3.5 120 FTG T FE -0.4 W4 26.0 0.0 66.1 0.0 0.019 TL 10.90 PV Pipe: 122 -33.7 1.682 PL 1.00 PF 0.4 E5 25.0 0.0 66.9 0.0 4.9 120 FTG T FE -0.4 W5 26.0- 0.0 66.8 0.0 0.034 TL 10.90 PV Pipe: 123 -36.3 1.682 PL 1.00 PF 0.4 E6 25.0 0.0 67.4 0.0 5.2 120 FTG . T FE -0.4 W6 26.0 0.0 67.4 0.0 0.039 TL 10.90 PV Pipe: 125A -114.0 4.260 PL 13.91 PF 0.0 E 25.0 0.0 64.9 0.0 2.6 120 FTG ---- FE 0.0 El 25.0 0.0 65.0 0.0 0.004 TL 13.91 PV Pipe: 126 -281.9 4.260 FL 12.00 PF 0.2 El 25.0 0.0 65.0 0.0 6.3 120 FTG ---- PE 0.0 E2 25.0 0.0 65.2 0.0 0.019 TL 12.00 PV Pipe: 127 -451.2 4.260 PL 12.00 FE' 0.5 E2 25.0 0.0 65.2 .0.0 10.2 120 FTG ---- PE 0.0 E3 25.0 0.0 65.8 0.0 0.045 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: 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: 128 -477.7 4.260 PL 12.00 PF 0.6 E3 25.0 0.0 65.8 0.0. 10.8 120 FTG ---- PE 0.0 E4 25.0 0.0 66.4 0.0 0.050 TL 12.00 PV Pipe: 129 -453.2 4.260 PL 12.00 PF 0.5 E4 25.0 0.0 66.4 0.0 10.2 120 FTG ---- PE 0.0 E5 25.0 0.0 66.9 0.0 0.045 TL 12.00 PV Pipe: 130 . -419.5 4.260 PL 12.00 PF 0.5 E5 25.0 0.0 66.9 0.0 9.4 120 FTG ---- PE 0.0 E6 25.0 0.0 67.4 0.0 0.039 TL 12.00 PV Pipe: 131 -383.2 4.260 PL 1.00 PF 0.0 E6 25.0 0.0 67.4 0.0 8.6 120 FTG ---- PE 0.0 E9 25.0 0.0 67.4 0.0 0.033 TL 1.00 PV Pipe: 132 370.8 4.260 PL 40.00 PF 2.1 E9 25.0 0.0 67.4 0.0 8.3 .120 FTG T PE 0.0 Eli 25.0 0.0 65.3 0.0 0.031 TL 66.33 PV Pipe: 133 -754.0 4.260 PL 8.00 PF 4.0 E9 25.0 0.0 67.4 0.0 17.0 120 FTG T PE 0.0 ElO 25.0 0.0 71.4 0.0 0.117 TL 34.33 PV Pipe: 134 . -849.8 4.260 PL 32.00 PF 8.5 E10 25.0 0.0 71.4 0.0 19.1 120 FTG. T PE 0.0 M14A 25.0 0.0 79.9 0.0 0.145 TL 58.33 PV NOTES: Calculations were performed by the HASS 7.5 computer program under license no. 50040828 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 0.001 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 37.7 ft/sec at pipe 55. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG.SDF JOB TITLE: (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.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 NPTee 1.682 4.95 9.90 2.47 11.14 7.42 1.24 12.37 12.37 9.90 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 11.990 27.58 61.28 18.39 66.39 21.45 6.13 45.96 45.96 61.28 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngEil ChkVlv BfyVlv GatVlv AlmChk DPVlv 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 0 0 0 w 0 0 (1 0 0 0 0 r1 DATE: 3/31/2004 JOB TITLE: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAIN-OUTRIG. SDF 0 0 F-. 0 0 0 0 0 O . • • . • 0 W 0 i—I I—I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 3/31/2004 C:\DRAWINGS\C- 1303 RESP\C-1303RESP-MAINOUTRIG.SDF JOB TITLE: WATER SUPPLY CURVE 132+ *\\\\\\\\\\\\\\\\\\\ 121+ 0 * <-117.0 psi @ 3040 gpm I X Flow Test Point 110+ 99+ P 88+ R I E I S I S77+ U I R I E I 66+ ( I P I S I I 55+ ) I 44+ 33+ 22+ LEGEND I I, I X = Required Water Supply I 116.12 psi @ 1724.7 gpm " 11+ I 0 = Available Water Supply " I 121.09 psi @ 1724.7 gpm " 0++-+--.-+--.--+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) tf SCHEDULE-b® Schedu1e=10@/Schedu1ew4& Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-1O/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule- lO/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (11/"- 8") pipe and Sch-40 (1"- 2'4") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Schedule-10/Schedule-40 product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. Our advanced formula mill coating of- fers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up-to 4.5000" in diameter is coated with our new Antibacterial For- mula, "ABF". In scientific laboratory test, ABS proved to have superior resis- tance to microbial colonization of pipe walls, thereby delaying or possibly pre- venting the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Meets "Buy American" requirement and is available through distributors in the USA, Canada and Mexico. ' [0 Specifi cati ons NPS Nominal I.D. WI. WI. (H20 Filled) PcW WI/Lift (21') WI/lift (24') WI/Lift (25')' In; MM In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs;Kg Lbs;Kg Lbs;Kg 1 1.049 1.680 2.05 70 2,470 2,822 2,940 25 26.6 2.5 3.05 70 1,120 1,280 1,334 11/4" 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 1W 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 1,140 1,303 1,357 2" 2.067 3.650 5.13 30 2,300 2,628 2,738 50 52.5 5.4 7.63 30 1,043 1,192 1,242 2½ 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 11.73 19 1,048 1,197 10247 Sch-10 Specifications NPS Nominal I.D. WI. WI. (H20 Filled) PcW WI/Lift (21') WI/Lift (24') WI/Lift (25') In, mm In; mm Lbs/Ft;Kg/m Lbs/Ft;Kg/m Lift Lbs;Kg Lbs;Kg Lbs;Kg 1.097 1.400 1.81 91 2,675 3,053 3,185 25 27.9 2.1 2.70 91 1,213 1,385 1,445 11/4" 1.442 1.810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 1½' 1.682 2.080 3.04 61 2,664 3,045 3,172 40 42.7 3.1. 4.52 61 1,208 1,381 1,439 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 2½" 2.635 3.530 5.89 30 2,224 2,542 2,648 65 66.9 5.3 8.77 30 1,009 1,153 1,201 3.260 4.330 7.94 19 1,728 1,975 2,057 80 82.8 6.4 11.82 19 784 896 933 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 6.357 9.290 23.03 10 1,951 2,230 2,322 150 161.5 13.8 34.27 10 885 1,012 1,053 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 1,309 Schedule-10/Schedule-40 pipe are in compliance with the following: ASTM A-135, and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture Vibration Test tIlCO/Flow Control allied TUBE & CONDUIT @ <~> 9 Listed Approved Listed 16100 S. Lathrop" Harvey, IL 60426 Customer Service: 11350 Norcom Rd. Philadelphia, PA 19154 (800) 882-5543 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S5-3 Back to Application Guide I TEXTRON Fastening Systems N, S V A HanqerMate® EZE830 Side-mount Anchors for wood applications and 3/8-16 threaded components .Rr internal thread Gêne accepts 3/8-16 sEI4ti threaded ' components €II Ifl bi 'Mets sell-drilling point For wood applications f \ neq Features 3/81 0 Head is cross drilled and tapped to accept 3/8-16 threaded components Point style allows installation directly into ZE8A; wood beams or loists, no pre-drilling required N 44 IS Benefits *j KTOSS-7d cdinpon Eases installation and adjustment of '011- threaded rod components A;Pountl) LWpodc Mdteric 10B2h11 Fr Einish':•& Ultimate Average Pull-out Value PIah Dg I Material Pull-out Value k-t Wood 1603 S lbs.* . An appropriate safety margin should be applied to this value Ocomrr Wood type REN MIN Southern Yellow Pine 2dd * Fastener comes out of wood intact ZR 21 rg • . jormore Textro.ii M. ;J I Jed- I tor 3,8 16 tnreactea Ix 4 (Metric tappea aricnors avaiiaoie upon M. Ru 4 4 144 A syst 11.4 1 6. erns>NRA "Kt systems 4T.F4$.rrA • ... 4 ngsystems:7. 12; RR f19?Ai A 4 i.r JP 12 Rgffl htjçigsystems t 1 ME S ' I TIflS - - 4 .'4*AA.44. ...... 1 3 Design RequiM 0irements 4 .. 4 N .1054 ) il, FRO 4 IR A• . 4 + gAal ••t i . -iiji, giT r p 1z 4r ,4 A I_•I' j 44 flea?> 10 x 1 3/4k - .. r Zvi + T 1+ 1 . N. 4 - >454S44fl .Ax F2 47., Of 1ásk.+.4 4. t+.1•_+14 na tappeaac o c pt 3i 8-16 tnreaaea - REI IRM I-1 RNPU 44 )oint Q. :.. . AA4 iff I r + '4 - sel 'igrg 4. ir:i. >i• S S • Ps ' r IA 4 !II54I 4 M. min -3 OiS3r ddrie'socketEZE200 Z! Wg5 54' ovk A IT TI 3, A1411.1 Al 54g. A; igASysteii1 8OO43572 1 3 5151 •A+1.A.. 144.4 Plot in'Pix i ASTMB33Ty tCl&si2 r Jg géHOOMPPIMER 4)-4ci' i44 TFO t lnstaIldifrT *f Back to Application Guide HangerMate® EZE71O/EZE750 Anchors for wood applications and 3/8-16 threaded components . internal thread - accepts 3/816 threaded components Features Head is drilled and tapped to accept 3/8- 16 threaded components Thread design maximizes performance in wood . Two lengths: EZE71 0 1-3/4" EZE750 3" : Benefits Eases installation of threaded rod in wood applications . • = —__Il• I - addror sytems vertically tovpod i . -. 1 - - J . , 44 -+ stemsA, cr 47 sysuems '- ...:!7• 44, 1 N. 4,::47,4 '-1M.R. M- •.. 1 P,.l47)• 744'4.4 4 ,.7• i17'4 gg : Design Requireqieits . ip b t63"d,amfr (E1'0and - 4 - 4 ' S M 'E750)y I 0. 4• \ iv- 4'71:;4 - 4 4;44.44)i1p-.4' 474I.:I1 '1 •. -. pi ajameterAEZEZ -21 f4 RMNW~Zr4l__ 1O) -- Ex.r4 7 8? 4 4;- "I1 Ii 4 Aq 7 :4 ••44 ",•. -. .77 ,i .44 4Avil .. 4 4 4 9M ) eaa P,47 - -.- gffill Mein- V SOMME T tqC0 /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 (ENTRAL Customer Service/Sales: Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Ultra KI 7— 168 K-factor Upright Specific Application Control Mode Sprinkler Standard Response General Description The 16.8 K-factor, Ultra K17, Standard Response, Upright Specific Applica- tion Control Mode Sprinklers (Ref. Fig- ure 1) are automatic sprinklers of the frangible bulb type. They are intended for use with National Fire Protection Association and Factory Mutual Re- search Corporation "specific applica- tion control mode" installation criteria for the protection of high piled storage. The Ultra K17 Sprinklers can provide a higher level of protection than stand- ard spray sprinklers and, in some cases, they can provide an economical advantage by eliminating in-rack sprin- klers. Applications for the Ultra K17 Upright Specific Application Control Mode Sprinklers are expanding beyond the current "specific application" list- ings/approvals. For information re- garding research fire tests which may be acceptable to an Authority Having Jurisdiction, please contact the Tech- nical Services Department. WARNING The 16.8 K-factor, Ultra K17 Upright Specific Application Control Mode Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the integ- rity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted relative to any questions. Sprinkler Identification Number TY7153 - Upright, 16.8K TY71 53 is a redesignation for C7153, G1887, and S8042. Technical Data Approvals UL and C-UL Listed. FM and NYC Ap- proved. (Specific details for laboratory listings and approvals given in Table A. The approvals apply to the service conditions indicated in the Design Cri- teria section.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT or ISO 7-R314 Discharge Coefficients K = 16.8 GPM/ps1112 (241,9 LPM/bar"2) Temperature Ratings Refer to TabIeA Finish Natural Brass Physical Characteristics Frame .............Bronze Button .............Bronze Sealing Assembly ........... Beryllium Nickel w/Teflont Bulb ........Glass (5 mm dia.) Compression Screw ......... Brass Deflector. . . . Chrome Plated Brass tRegistered trademark of DuPont. Page 1 of 4 AUGUST, 2003 TFP330 Page 2 of 4 TFP33O SPRINKLER FINISH TYPE TEMP. BULB LIQUID NATURAL BRASS wl CHROME DEFLECTOR UPRIGHT K=16.8 (TY7153) 1550F/680C Red 3,4 200°F/930C Green 1, 2, 3, 4 NOTES: Listed by Underwriters Laboratories, Inc. (UL Listed). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL Listed). Approved by Factory Mutual Research Corporation (FM Approved). Approved by the City of New York under MEA177-03-E. TABLE A LABORATORY LISTINGS AND APPROVALS (Refer to the Design Criteria Section) Design Criteria UL and C-UL Listing Requirements The 16.8 K-factor Ultra K17 (TY7153) Sprinklers may be installed in accord- ance with NFPA 13 "Specific Applica- tion Control Mode Sprinkler (for Stor- age Use)" requirements to provide ceiling only protection (i.e., no in-rack sprinklers) for high piled storage occu- pancies (Solid-piled, palletized and rack storage including but not limited to Class l-IV and Group A plastics) using the following criteria: a minimum residual flowing pres- sure of 7 psi (0,5 bar); a storage height of up to 25 feet (7,6 m); a maximum ceiling height of 30 feet (9,1 m); a minimum deflector to top of stor- age clearance of 36 inches (0,9m); a maximum coverage area of 100ft2 (9,1 m2); a minimum coverage area of 80 ft2 (7,3 m2); NFPA spacing criteria for large drop sprinklers, i.e. 12 feet (3,6 m) maximum for unob- structed construction, NFPA obstruction criteria for large drop sprinklers; no additional column protection is required; a hydraulic design of: 15 sprinklers at 10 psi (0,7 psi) for Class I & II commodities, or 15 sprinklers at 22 psi (1,5 bar) for Class Ill, IV, and cartoned or uncar- toned unexpanded Group A and B plastics; and, wet systems only (including preac- tion systems that qualify as wet-pipe systems) FM Approval Requirements The 16.8 K-factor, Ultra K17 (TY7153) Sprinklers may be installed with the applicable "specific application control mode" guidelines provided by Factory Mutual. (FM guidelines may differ from UL and C-UL Listing criteria.) Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Installation NOTE Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6mm). The Ultra K17 Sprinklers must be in- stalled in accordance with the follow- ing instructions: With pipe thread sealant applied to the pipe threads, hand tighten the Ultra K17 Sprinkler into the sprinkler fitting. Using the W-Type 8 Sprinkler Wrench (Ref. Fig. 2) applied to the sprinkler Wrench Flats (Ref. Fig. 1), tighten the Ultra K17 Sprinkler into the sprinkler fitting. NOTE A leak tight 3/4 inch NPT sprinklerjoint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprin- kler inlet with consequent leakage or impairment of the sprinkler. 10 feet (3,0 m) maximum for ob- structed construction, and 8 feet (2,4 m) minimum; NFPA deflector-to-ceiling distances for large drop sprinklers; TFP33O Page 3 of 4 3/4' NPT YRENCH FLAT 2-3/8" (60,3 mm) i (12,7 mm) AL MAKE—IN 7 1-Frame 4-Bulb 2 - Button 5 - Compression Screw 3- Sealing Assembly 6- Deflector' * Temperature rating is ** Pipe thread indicated on deflector. connections per ISO 7/1 can be provided on special request. FIGURE 1 ULTRA K17 UPRIGHT (TY7153) SPRINKLERS Care and Maintenance The Ultra K17 Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection systems must be obtained from the proper authori- ties and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Page 4 of 4 TFP33O Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. Ordering Procedure When placing an order, indicate the full product name. Please specify the Sprinkler Identification Number (SIN), quantity, and temperature rating. Refer to the Price List for complete listing of. Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (specify SIN), 16.8 K-factor, Ultra K17, (specify temperature rat- ing), Upright Specific Application Con- trol Mode Sprinkler, P/N (specify). Upright (SIN 1Y7153) 155°F/68°C ..............PSN 51-887-1-155 200°FI93C ..............PSN 51-887-1-200 Sprinkler Wrench: Specify: W-Type 8 Sprinkler Wrench, P/N 56-892-1-001. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446