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HomeMy WebLinkAbout210500-01-0 - Combined OXOBOXO BLDG M LEVEL B DRY SYS HYD CALC 12-26-19 COV SHT STAMPED - reviewed by AZT - A Synergy Fire Systems, LLC 515 Centerpoint Drive, Suite 207 Middletown, Connecticut 06457 HYDRAULIC CALCULATIONS FOR OXOBOXO LOFTS 42 PINK ROW UNCASVILLE, CONNECTICUT 06382 DATE: 12-26-19 BUILDINGS K & M - LEVEL B PLAN DRY PIPE TREE SYSTEM UTILIZING GALVANIZED PIPING PROTECTED BY 1/2", K=5.6, 155 DEG RATED QR SPRINKLER HEADS -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 1 DENSITY: 0.15 gpm/sq ft AREA OF APPLICATION: 1950 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. (MAX - VARIES) NUMBER OF SPRINKLERS CALCULATED: 16 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 329.3 gpm TOTAL WATER REQUIRED (including hose): 579.4 gpm FLOW AND PRESSURE available (@ REF. PT. S): 579.4 gpm @ 95.8 psi FLOW AND PRESSURE required (@ REF. PT. S): 579.4 gpm @ 50.1 psi SPRINKLER ORIFICE SIZE: 1/2 inch AUTHORITY HAVING JURISDICTION: LOCAL FIRE MARSHAL CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50080259) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/26/2019TA FILES\OXO BLDG M LEVEL B DRY SYS HYD CALC 12-26-19.SDF JOB TITLE: OXOBOXO BLDG M LEVEL B BASEMENT DRY SYSTEM HYD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 98.0 89.0 1250.0 95.8 579.4 50.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 579.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 329.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 29.0 K= 5.60 12.1 19.5 2 29.0 K= 5.60 13.7 20.7 3 29.0 K= 5.60 12.9 20.1 4 29.0 K= 5.60 14.6 21.4 5 29.0 K= 5.60 12.2 19.5 6 29.0 K= 5.60 13.7 20.7 7 29.0 K= 5.60 13.0 20.2 8 29.0 K= 5.60 14.6 21.4 9 29.0 K= 5.60 12.3 19.7 10 29.0 K= 5.60 13.9 20.9 11 29.0 K= 5.60 13.1 20.3 12 29.0 K= 5.60 14.8 21.5 13 29.0 K= 5.60 12.6 19.9 14 29.0 K= 5.60 14.2 21.1 15 29.0 K= 5.60 13.5 20.5 16 29.0 K= 5.60 15.2 21.8 AT 29.0 - - - - 19.6 - - - BT 29.0 - - - - 19.7 - - - CT 29.0 - - - - 19.9 - - - DT 29.0 - - - - 20.4 - - - A 28.0 - - - - 22.0 - - - B 28.0 - - - - 22.1 - - - C 28.0 - - - - 22.3 - - - D 28.0 - - - - 22.8 - - - E 28.0 - - - - 25.7 - - - F 28.0 - - - - 40.5 - - - DRB 28.0 - - - - 42.6 - - - DV 35.3 - - - - 48.4 - - - BPO 32.3 - - - - 50.2 - - - BPI 32.3 - - - - 55.2 - - - RI 23.0 - - - - 62.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/26/2019TA FILES\OXO BLDG M LEVEL B DRY SYS HYD CALC 12-26-19.SDF JOB TITLE: OXOBOXO BLDG M LEVEL B BASEMENT DRY SYSTEM HYD CALC NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) U1 23.0 HOSE STREAM 62.4 250.0 S 56.0 SOURCE 50.1 579.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/26/2019TA FILES\OXO BLDG M LEVEL B DRY SYS HYD CALC 12-26-19.SDF JOB TITLE: OXOBOXO BLDG M LEVEL B BASEMENT DRY SYSTEM HYD CALC 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 -19.5 1.049 PL 12.50 PF 1.6 1 29.0 5.6 12.1 19.5 7.2 120 FTG ---- PE 0.0 2 29.0 5.6 13.7 20.7 0.124 TL 12.50 PV Pipe: 2 -40.2 1.049 PL 7.50 PF 5.9 2 29.0 5.6 13.7 20.7 14.9 120 FTG T PE 0.0 AT 29.0 0.0 19.6 0.0 0.474 TL 12.50 PV Pipe: 3 -20.1 1.049 PL 12.50 PF 1.6 3 29.0 5.6 12.9 20.1 7.5 120 FTG ---- PE 0.0 4 29.0 5.6 14.6 21.4 0.132 TL 12.50 PV Pipe: 4 -41.5 1.049 PL 5.00 PF 5.0 4 29.0 5.6 14.6 21.4 15.4 120 FTG T PE 0.0 AT 29.0 0.0 19.6 0.0 0.502 TL 10.00 PV Pipe: 5 -19.5 1.049 PL 12.50 PF 1.6 5 29.0 5.6 12.2 19.5 7.3 120 FTG ---- PE 0.0 6 29.0 5.6 13.7 20.7 0.125 TL 12.50 PV Pipe: 6 -40.3 1.049 PL 7.50 PF 5.9 6 29.0 5.6 13.7 20.7 15.0 120 FTG T PE 0.0 BT 29.0 0.0 19.7 0.0 0.475 TL 12.50 PV Pipe: 7 -20.2 1.049 PL 12.50 PF 1.7 7 29.0 5.6 13.0 20.2 7.5 120 FTG ---- PE 0.0 8 29.0 5.6 14.6 21.4 0.132 TL 12.50 PV Pipe: 8 -41.6 1.049 PL 5.00 PF 5.0 8 29.0 5.6 14.6 21.4 15.4 120 FTG T PE 0.0 BT 29.0 0.0 19.7 0.0 0.504 TL 10.00 PV Pipe: 9 -19.7 1.049 PL 12.50 PF 1.6 9 29.0 5.6 12.3 19.7 7.3 120 FTG ---- PE 0.0 10 29.0 5.6 13.9 20.9 0.126 TL 12.50 PV Pipe: 10 -40.5 1.049 PL 7.50 PF 6.0 10 29.0 5.6 13.9 20.9 15.0 120 FTG T PE 0.0 CT 29.0 0.0 19.9 0.0 0.480 TL 12.50 PV Pipe: 11 -20.3 1.049 PL 12.50 PF 1.7 11 29.0 5.6 13.1 20.3 7.5 120 FTG ---- PE 0.0 12 29.0 5.6 14.8 21.5 0.134 TL 12.50 PV Pipe: 12 -41.8 1.049 PL 5.00 PF 5.1 12 29.0 5.6 14.8 21.5 15.5 120 FTG T PE 0.0 CT 29.0 0.0 19.9 0.0 0.510 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/26/2019TA FILES\OXO BLDG M LEVEL B DRY SYS HYD CALC 12-26-19.SDF JOB TITLE: OXOBOXO BLDG M LEVEL B BASEMENT DRY SYSTEM HYD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -19.9 1.049 PL 12.50 PF 1.6 13 29.0 5.6 12.6 19.9 7.4 120 FTG ---- PE 0.0 14 29.0 5.6 14.2 21.1 0.129 TL 12.50 PV Pipe: 14 -41.0 1.049 PL 7.50 PF 6.1 14 29.0 5.6 14.2 21.1 15.2 120 FTG T PE 0.0 DT 29.0 0.0 20.4 0.0 0.491 TL 12.50 PV Pipe: 15 -20.5 1.049 PL 12.50 PF 1.7 15 29.0 5.6 13.5 20.5 7.6 120 FTG ---- PE 0.0 16 29.0 5.6 15.2 21.8 0.137 TL 12.50 PV Pipe: 16 -42.3 1.049 PL 5.00 PF 5.2 16 29.0 5.6 15.2 21.8 15.7 120 FTG T PE 0.0 DT 29.0 0.0 20.4 0.0 0.521 TL 10.00 PV Pipe: 17 -81.7 1.610 PL 1.00 PF 2.0 AT 29.0 0.0 19.6 0.0 12.9 120 FTG T PE 0.4 A 28.0 0.0 22.0 0.0 0.218 TL 9.00 PV Pipe: 18 -81.9 1.610 PL 1.00 PF 2.0 BT 29.0 0.0 19.7 0.0 12.9 120 FTG T PE 0.4 B 28.0 0.0 22.1 0.0 0.219 TL 9.00 PV Pipe: 19 -82.4 1.610 PL 1.00 PF 2.0 CT 29.0 0.0 19.9 0.0 13.0 120 FTG T PE 0.4 C 28.0 0.0 22.3 0.0 0.222 TL 9.00 PV Pipe: 20 -83.4 1.610 PL 1.00 PF 2.0 DT 29.0 0.0 20.4 0.0 13.1 120 FTG T PE 0.4 D 28.0 0.0 22.8 0.0 0.227 TL 9.00 PV Pipe: 21 -81.7 3.260 PL 10.33 PF 0.1 A 28.0 0.0 22.0 0.0 3.1 120 FTG ---- PE 0.0 B 28.0 0.0 22.1 0.0 0.007 TL 10.33 PV Pipe: 22 -163.6 3.260 PL 10.00 PF 0.3 B 28.0 0.0 22.1 0.0 6.3 120 FTG ---- PE 0.0 C 28.0 0.0 22.3 0.0 0.025 TL 10.00 PV Pipe: 23 -245.9 3.260 PL 9.75 PF 0.5 C 28.0 0.0 22.3 0.0 9.5 120 FTG ---- PE 0.0 D 28.0 0.0 22.8 0.0 0.054 TL 9.75 PV Pipe: 24 -329.3 3.260 PL 30.33 PF 2.8 D 28.0 0.0 22.8 0.0 12.7 120 FTG ---- PE 0.0 E 28.0 0.0 25.7 0.0 0.093 TL 30.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/26/2019TA FILES\OXO BLDG M LEVEL B DRY SYS HYD CALC 12-26-19.SDF JOB TITLE: OXOBOXO BLDG M LEVEL B BASEMENT DRY SYSTEM HYD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -329.3 3.260 PL 150.33 PF 14.9 E 28.0 0.0 25.7 0.0 12.7 120 FTG E PE 0.0 F 28.0 0.0 40.5 0.0 0.093 TL 160.33 PV Pipe: 26 -329.3 3.260 PL 12.33 PF 2.1 F 28.0 0.0 40.5 0.0 12.7 120 FTG E PE 0.0 DRB 28.0 0.0 42.6 0.0 0.093 TL 22.33 PV Pipe: 27 -329.3 3.260 PL 15.00 PF 9.0 DRB 28.0 0.0 42.6 0.0 12.7 120 FTG 3ETBD PE -3.2 DV 35.3 0.0 48.4 0.0 0.093 TL 97.00 PV Pipe: 28 -329.3 4.260 PL 3.00 PF 0.5 DV 35.3 0.0 48.4 0.0 7.4 120 FTG B PE 1.3 BPO 32.3 0.0 50.2 0.0 0.025 TL 19.00 PV Pipe: 29 FIXED PRESSURE LOSS DEVICE BPI 32.3 0.0 55.2 0.0 5.0 psi, 329.3 gpm BPO 32.3 0.0 50.2 0.0 Pipe: 30 -329.3 4.260 PL 14.50 PF 3.1 BPI 32.3 0.0 55.2 0.0 7.4 120 FTG 6E2B PE 4.0 RI 23.0 0.0 62.3 0.0 0.025 TL 124.50 PV Pipe: 31 -329.3 6.280 PL 12.50 PF 0.0 RI 23.0 0.0 62.3 0.0 3.4 140 FTG ---- PE 0.0 U1 23.0 H.S. 62.4 250.0 0.003 TL 12.50 PV Pipe: 32 -579.4 6.280 PL 172.00 PF 2.0 U1 23.0 H.S. 62.4 250.0 6.0 140 FTG ETG PE -14.3 S 56.0 SRCE 50.1 (N/A) 0.008 TL 246.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 50080259 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.158 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.7 ft/sec at pipe 16. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/26/2019TA FILES\OXO BLDG M LEVEL B DRY SYS HYD CALC 12-26-19.SDF JOB TITLE: OXOBOXO BLDG M LEVEL B BASEMENT DRY SYSTEM HYD CALC (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node S under full flow conditions is 94.92 psi with a flow of 700.03 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: CUSTOM.PIP PAGE: A MATERIAL: S40-TW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/26/2019TA FILES\OXO BLDG M LEVEL B DRY SYS HYD CALC 12-26-19.SDF JOB TITLE: OXOBOXO BLDG M LEVEL B BASEMENT DRY SYSTEM HYD CALC WATER SUPPLY ANALYSIS Static: 98.00 psi Resid: 89.00 psi Flow: 1250.0 gpm -14.7 0.0 20.0 40.0 60.0 80.0 100.0 120.0 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A 1 2 B LEGEND 1 Available pressure 95.83 psi @ 579.4 gpm 2 Required pressure 50.08 psi @ 579.4 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/26/2019TA FILES\OXO BLDG M LEVEL B DRY SYS HYD CALC 12-26-19.SDF JOB TITLE: OXOBOXO BLDG M LEVEL B BASEMENT DRY SYSTEM HYD CALC SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT 1 2 3 4 5 6 78910111213141516ATBTCTDTABCDEFDRB DV BPOBPIRIU1 S 19.5 40.2 20.1 <4> 41.5 19.5 <6> 40.3 <32> 579.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/26/2019TA FILES\OXO BLDG M LEVEL B DRY SYS HYD CALC 12-26-19.SDF JOB TITLE: OXOBOXO BLDG M LEVEL B BASEMENT DRY SYSTEM HYD CALC WATER SUPPLY CURVE 108+ | | | 99*\\\\\\ | 0\\\\\\ | \\\\\\\ | \\\\\\ 90+ * <-89.0 psi @ 1250 gpm | Flow Test Point | | 81+ | | | P 72+ R | E | S | S 63+ U | R | E | 54+ ( | P | X S | I 45+ ) | | | 36+ | | | 27+ | | |============================== 18+ LEGEND " | " | X = Required Water Supply " | 50.08 psi @ 579.4 gpm " 9+ " | 0 = Available Water Supply " | 95.83 psi @ 579.4 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)