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HomeMy WebLinkAboutCA_Hydraulic_Calcs_Stor-House_181116_V1RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376By: cthomas Date: 11/28/2018 FIRE DEPARTMENT For Construction Subject to Corrections Noted in Red APPROVED RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\DRY SYSTEM #1.SDF JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 52.0 49.0 1000.0 49.6 880.4 35.4 Available pressure is 14.2 psi (29%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 880.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 630.4 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 101 324.7 K= 5.60 12.8 20.0 100.0 0.200 0.200 102 324.7 K= 5.60 12.9 20.1 100.0 0.200 0.201 103 324.7 K= 5.60 13.5 20.6 100.0 0.200 0.206 104 324.7 K= 5.60 14.9 21.6 100.0 0.200 0.216 105 324.7 K= 5.60 18.3 23.9 100.0 0.200 0.239 106 324.7 K= 5.60 25.7 28.4 92.0 0.200 0.308 107 324.7 K= 5.60 25.7 28.4 72.0 0.200 0.394 108 324.7 K= 5.60 25.7 28.4 60.0 0.200 0.473 109 324.7 K= 5.60 25.8 28.5 60.0 0.200 0.474 110 324.7 K= 5.60 22.1 26.3 80.0 0.200 0.329 111 324.7 K= 5.60 19.0 24.4 50.0 0.200 0.488 112 324.7 K= 5.60 19.2 24.5 50.0 0.200 0.491 113 324.7 K= 5.60 20.1 25.1 50.0 0.200 0.502 114 324.7 K= 5.60 22.0 26.3 50.0 0.200 0.526 115 324.7 K= 5.60 21.6 26.0 100.0 0.200 0.260 116 324.7 K= 5.60 15.9 22.3 100.0 0.200 0.223 117 324.7 K= 5.60 16.1 22.4 100.0 0.200 0.224 118 324.7 K= 5.60 16.8 23.0 100.0 0.200 0.230 119 324.7 K= 5.60 18.1 23.8 100.0 0.200 0.238 120 324.7 K= 5.60 21.8 26.1 100.0 0.200 0.261 121 324.7 K= 5.60 21.5 26.0 100.0 0.200 0.260 122 324.7 K= 5.60 25.6 28.3 100.0 0.200 0.283 123 324.7 K= 5.60 25.9 28.5 100.0 0.200 0.285 124 324.7 K= 5.60 26.5 28.9 100.0 0.200 0.289 125 324.7 K= 5.60 26.2 28.7 100.0 0.200 0.287 T106 323.6 - - - - 27.8 - - - - - - - - - - - - T107 323.6 - - - - 27.9 - - - - - - - - - - - - T108 323.6 - - - - 27.9 - - - - - - - - - - - - T109 323.6 - - - - 28.0 - - - - - - - - - - - - 1 324.7 - - - - 18.5 - - - - - - - - - - - - 2 323.6 - - - - 28.4 - - - - - - - - - - - - 3 324.7 - - - - 22.3 - - - - - - - - - - - - 4 323.6 - - - - 28.4 - - - - - - - - - - - - RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\DRY SYSTEM #1.SDF JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 6 323.6 - - - - 28.4 - - - - - - - - - - - - 7 324.7 - - - - 23.1 - - - - - - - - - - - - 8 323.6 - - - - 28.7 - - - - - - - - - - - - 9 324.7 - - - - 22.9 - - - - - - - - - - - - 10 323.6 - - - - 29.8 - - - - - - - - - - - - 11 324.7 - - - - 27.8 - - - - - - - - - - - - 12 323.6 - - - - 32.6 - - - - - - - - - - - - 14 323.8 - - - - 78.0 - - - - - - - - - - - - 16 323.6 - - - - 86.9 - - - - - - - - - - - - 20 323.6 - - - - 91.8 - - - - - - - - - - - - TOR1 323.5 - - - - 95.4 - - - - - - - - - - - - BOR1 317.1 - - - - 104.4 - - - - - - - - - - - - R1 316.1 - - - - 106.1 - - - - - - - - - - - - P1 316.1 - - - - 106.2 - - - - - - - - - - - - P2 316.1 - - - - 24.1 - - - - - - - - - - - - BF1 316.5 - - - - 25.0 - - - - - - - - - - - - BF2 316.5 - - - - 34.0 - - - - - - - - - - - - FLNG 315.0 - - - - 35.0 - - - - - - - - - - - - SOURCE 317.5 SOURCE 35.4 630.4 - - - - - - - - - RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\DRY SYSTEM #1.SDF JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) 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: 1 630.4 6.160 PL 62.00 PF 1.5 SOURCE 317.5 SRCE 35.4 (N/A) 6.8 140 FTG 3ETG PE 1.1 FLNG 315.0 0.0 35.0 0.0 0.010 TL 142.00 PV Pipe: 2 630.5 6.357 PL 3.17 PF 0.3 FLNG 315.0 0.0 35.0 0.0 6.4 120 FTG 2E PE -0.6 BF2 316.5 0.0 34.0 0.0 0.012 TL 28.37 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE BF2 316.5 0.0 34.0 0.0 9.0 psi, 630.5 gpm BF1 316.5 0.0 25.0 0.0 Pipe: 4 630.5 6.357 PL 25.00 PF 1.1 BF1 316.5 0.0 25.0 0.0 6.4 120 FTG 4E2FG PE 0.2 P2 316.1 0.0 24.1 0.0 0.012 TL 91.80 PV Pipe: 5 FIRE PUMP Rating: 500.0 gpm @ 90.0 psi P2 316.1 0.0 24.1 0.0 Avail.: 630.5 gpm @ 82.1 psi P1 316.1 0.0 106.2 0.0 Req'd.: 630.5 gpm @ 82.1 psi User Defined Pump Curve: gpm psi gpm psi 0.0 97.6 575.3 85.9 345.2 95.6 690.3 77.9 460.2 91.8 Pipe: 6 630.5 4.298 PL 0.50 PF 0.0 P1 316.1 0.0 106.2 0.0 13.9 120 FTG ---- PE 0.0 R1 316.1 0.0 106.1 0.0 0.080 TL 0.50 PV Pipe: 7 630.5 6.357 PL 10.58 PF 1.3 R1 316.1 0.0 106.1 0.0 6.4 120 FTG ETCB PE -0.4 BOR1 317.1 0.0 104.4 0.0 0.012 TL 106.28 PV Pipe: 8 630.5 4.298 PL 6.42 PF 6.2 BOR1 317.1 0.0 104.4 0.0 13.9 100 FTG TBD PE -2.8 TOR1 323.5 0.0 95.4 0.0 0.112 TL 55.32 PV Pipe: 9 630.5 4.298 PL 18.67 PF 3.6 TOR1 323.5 0.0 95.4 0.0 13.9 100 FTG 2E PE 0.0 20 323.6 0.0 91.8 0.0 0.112 TL 31.87 PV Pipe: 10 630.5 4.298 PL 21.33 PF 4.9 20 323.6 0.0 91.8 0.0 13.9 100 FTG T PE 0.0 16 323.6 0.0 86.9 0.0 0.112 TL 44.03 PV Pipe: 11 630.5 4.298 PL 77.67 PF 8.7 16 323.6 0.0 86.9 0.0 13.9 100 FTG ---- PE -0.1 14 323.8 0.0 78.0 0.0 0.112 TL 77.67 PV Pipe: 12 630.5 3.314 PL 114.33 PF 45.6 14 323.8 0.0 78.0 0.0 23.5 100 FTG ---- PE 0.1 12 323.6 0.0 32.6 0.0 0.398 TL 114.33 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\DRY SYSTEM #1.SDF JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) 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: 13 516.1 3.314 PL 10.00 PF 2.8 12 323.6 0.0 32.6 0.0 19.2 100 FTG ---- PE 0.0 10 323.6 0.0 29.8 0.0 0.275 TL 10.00 PV Pipe: 14 372.5 3.314 PL 7.50 PF 1.1 10 323.6 0.0 29.8 0.0 13.9 100 FTG ---- PE 0.0 8 323.6 0.0 28.7 0.0 0.150 TL 7.50 PV Pipe: 15 246.2 3.314 PL 4.50 PF 0.3 8 323.6 0.0 28.7 0.0 9.2 100 FTG ---- PE 0.0 6 323.6 0.0 28.4 0.0 0.070 TL 4.50 PV Pipe: 16 132.6 3.314 PL 2.00 PF 0.0 6 323.6 0.0 28.4 0.0 4.9 100 FTG ---- PE 0.0 4 323.6 0.0 28.4 0.0 0.022 TL 2.00 PV Pipe: 17 0.0 3.314 PL 6.00 PF 0.0 4 323.6 0.0 28.4 0.0 0.0 100 FTG ---- PE 0.0 2 323.6 0.0 28.4 0.0 0.000 TL 6.00 PV Pipe: 18 113.6 3.314 PL 6.00 PF 0.4 6 323.6 0.0 28.4 0.0 4.2 100 FTG T PE 0.0 T109 323.6 0.0 28.0 0.0 0.017 TL 24.10 PV Pipe: 19 85.2 3.314 PL 10.00 PF 0.1 T109 323.6 0.0 28.0 0.0 3.2 100 FTG ---- PE 0.0 T108 323.6 0.0 27.9 0.0 0.010 TL 10.00 PV Pipe: 20 56.8 3.314 PL 10.00 PF 0.0 T108 323.6 0.0 27.9 0.0 2.1 100 FTG ---- PE 0.0 T107 323.6 0.0 27.9 0.0 0.005 TL 10.00 PV Pipe: 21 28.4 3.314 PL 7.50 PF 0.0 T107 323.6 0.0 27.9 0.0 1.1 100 FTG ---- PE 0.0 T106 323.6 0.0 27.8 0.0 0.001 TL 7.50 PV Pipe: 22 114.4 1.710 PL 1.17 PF 4.3 12 323.6 0.0 32.6 0.0 16.0 100 FTG T PE -0.5 11 324.7 0.0 27.8 0.0 0.425 TL 10.07 PV Pipe: 23 143.6 1.710 PL 1.17 PF 6.5 10 323.6 0.0 29.8 0.0 20.1 100 FTG T PE -0.5 9 324.7 0.0 22.9 0.0 0.648 TL 10.07 PV Pipe: 24 126.3 1.710 PL 1.17 PF 5.1 8 323.6 0.0 28.7 0.0 17.6 100 FTG T PE -0.5 7 324.7 0.0 23.1 0.0 0.510 TL 10.07 PV Pipe: 25 132.6 1.710 PL 1.17 PF 5.6 4 323.6 0.0 28.4 0.0 18.5 100 FTG T PE -0.5 3 324.7 0.0 22.3 0.0 0.558 TL 10.07 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\DRY SYSTEM #1.SDF JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) 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: 26 106.2 1.710 PL 1.17 PF 3.7 3 324.7 0.0 22.3 0.0 14.8 100 FTG T PE 0.0 1 324.7 0.0 18.5 0.0 0.371 TL 10.07 PV Pipe: 27 57.5 1.710 PL 2.00 PF 1.3 11 324.7 0.0 27.8 0.0 8.0 100 FTG T PE 0.0 124 324.7 5.6 26.5 28.9 0.119 TL 10.90 PV Pipe: 28 28.7 1.710 PL 10.00 PF 0.3 124 324.7 5.6 26.5 28.9 4.0 100 FTG ---- PE 0.0 125 324.7 5.6 26.2 28.7 0.033 TL 10.00 PV Pipe: 29 56.8 1.710 PL 8.00 PF 2.0 11 324.7 0.0 27.8 0.0 7.9 100 FTG T PE 0.0 123 324.7 5.6 25.9 28.5 0.117 TL 16.90 PV Pipe: 30 28.3 1.710 PL 8.00 PF 0.3 123 324.7 5.6 25.9 28.5 4.0 100 FTG ---- PE 0.0 122 324.7 5.6 25.6 28.3 0.032 TL 8.00 PV Pipe: 31 52.1 1.710 PL 2.00 PF 1.1 9 324.7 0.0 22.9 0.0 7.3 100 FTG T PE 0.0 120 324.7 5.6 21.8 26.1 0.099 TL 10.90 PV Pipe: 32 26.0 1.710 PL 10.00 PF 0.3 120 324.7 5.6 21.8 26.1 3.6 100 FTG ---- PE 0.0 121 324.7 5.6 21.5 26.0 0.027 TL 10.00 PV Pipe: 33 91.5 1.710 PL 8.00 PF 4.8 9 324.7 0.0 22.9 0.0 12.8 100 FTG T PE 0.0 119 324.7 5.6 18.1 23.8 0.281 TL 16.90 PV Pipe: 34 67.7 1.710 PL 8.00 PF 1.3 119 324.7 5.6 18.1 23.8 9.5 100 FTG ---- PE 0.0 118 324.7 5.6 16.8 23.0 0.161 TL 8.00 PV Pipe: 35 44.7 1.710 PL 10.00 PF 0.7 118 324.7 5.6 16.8 23.0 6.3 100 FTG ---- PE 0.0 117 324.7 5.6 16.1 22.4 0.075 TL 10.00 PV Pipe: 36 22.3 1.710 PL 10.00 PF 0.2 117 324.7 5.6 16.1 22.4 3.1 100 FTG ---- PE 0.0 116 324.7 5.6 15.9 22.3 0.021 TL 10.00 PV Pipe: 37 52.3 1.710 PL 2.00 PF 1.1 7 324.7 0.0 23.1 0.0 7.3 100 FTG T PE 0.0 114 324.7 5.6 22.0 26.3 0.100 TL 10.90 PV Pipe: 38 26.0 1.710 PL 11.50 PF 0.5 114 324.7 5.6 22.0 26.3 3.6 100 FTG 2E PE 0.0 115 324.7 5.6 21.6 26.0 0.027 TL 16.50 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\DRY SYSTEM #1.SDF JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) 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: 39 74.0 1.710 PL 7.00 PF 3.0 7 324.7 0.0 23.1 0.0 10.3 100 FTG T PE 0.0 113 324.7 5.6 20.1 25.1 0.190 TL 15.90 PV Pipe: 40 48.9 1.710 PL 10.00 PF 0.9 113 324.7 5.6 20.1 25.1 6.8 100 FTG ---- PE 0.0 112 324.7 5.6 19.2 24.5 0.088 TL 10.00 PV Pipe: 41 24.4 1.710 PL 10.00 PF 0.2 112 324.7 5.6 19.2 24.5 3.4 100 FTG ---- PE 0.0 111 324.7 5.6 19.0 24.4 0.024 TL 10.00 PV Pipe: 42 26.3 1.710 PL 4.00 PF 0.2 3 324.7 0.0 22.3 0.0 3.7 100 FTG E PE 0.0 110 324.7 5.6 22.1 26.3 0.028 TL 6.50 PV Pipe: 43 23.9 1.710 PL 3.00 PF 0.3 1 324.7 0.0 18.5 0.0 3.3 100 FTG T PE 0.0 105 324.7 5.6 18.3 23.9 0.024 TL 11.90 PV Pipe: 44 82.3 1.710 PL 7.00 PF 3.7 1 324.7 0.0 18.5 0.0 11.5 100 FTG T PE 0.0 104 324.7 5.6 14.9 21.6 0.231 TL 15.90 PV Pipe: 45 60.7 1.710 PL 10.00 PF 1.3 104 324.7 5.6 14.9 21.6 8.5 100 FTG ---- PE 0.0 103 324.7 5.6 13.5 20.6 0.132 TL 10.00 PV Pipe: 46 40.1 1.710 PL 10.00 PF 0.6 103 324.7 5.6 13.5 20.6 5.6 100 FTG ---- PE 0.0 102 324.7 5.6 12.9 20.1 0.061 TL 10.00 PV Pipe: 47 20.0 1.710 PL 10.00 PF 0.2 102 324.7 5.6 12.9 20.1 2.8 100 FTG ---- PE 0.0 101 324.7 5.6 12.8 20.0 0.017 TL 10.00 PV Pipe: 48 28.5 1.049 PL 1.25 PF 1.7 T109 323.6 0.0 28.0 0.0 10.6 100 FTG T PE -0.5 109 324.7 5.6 25.8 28.5 0.350 TL 4.85 PV Pipe: 49 28.4 1.049 PL 1.25 PF 1.7 T108 323.6 0.0 27.9 0.0 10.5 100 FTG T PE -0.5 108 324.7 5.6 25.7 28.4 0.349 TL 4.85 PV Pipe: 50 28.4 1.049 PL 1.25 PF 1.7 T107 323.6 0.0 27.9 0.0 10.5 100 FTG T PE -0.5 107 324.7 5.6 25.7 28.4 0.348 TL 4.85 PV Pipe: 51 28.4 1.049 PL 1.25 PF 1.7 T106 323.6 0.0 27.8 0.0 10.5 100 FTG T PE -0.5 106 324.7 5.6 25.7 28.4 0.348 TL 4.85 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\DRY SYSTEM #1.SDF JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 27081573 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 0.001 gpm and a maximum imbalance at any node of 0.069 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.5 ft/sec at pipe 12. (4) The Minimum pump suction pressure under maximum calculated demand is 24.10 (psi) (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (6) Available pressure at source node SOURCE under full flow conditions is 49.45 psi with a flow of 916.33 gpm. (7) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVlv BfyVlv GatVlv 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: S MATERIAL: S40 HWC: 100 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVlv BfyVlv GatVlv AlmChk DPVlv fleX 1.049 1.40 3.60 1.00 3.60 4.30 1.00 0.00 0.00 0.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVlv BfyVlv GatVlv AlmChk DPVlv fleX 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\DRY SYSTEM #1.SDF JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) PAGE: Z MATERIAL: SCH7 HWC: 100 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVlv BfyVlv GatVlv AlmChk DPVlv fleX 1.710 2.50 8.90 1.20 8.60 5.70 1.00 2.90 2.90 0.00 3.314 5.20 18.10 2.70 17.80 7.50 1.40 16.70 16.70 0.00 4.298 6.60 22.70 3.40 17.60 5.60 2.10 20.60 20.60 0.00 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\DRY SYSTEM #1.SDF JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) WATER SUPPLY ANALYSISStatic: 52.00 psi Resid: 49.00 psi Flow: 1000.0 gpm-14.70.030.060.090.0120.0150.0180.02003004005006007008009001000FLOW (GPM)) Dashed Lines indicate extrapolated values from Test Results Site pressures are based on hose stream deduction at the sourceGAUGE PRESSURE (psi)AE12B34-1CD456LEGEND1A 2A1Pressure available at source48.24 psi @ 880.4 gpm2Pressure required at source35.40 psi @ 880.4 gpm3Pressure available from pump82.06 psi @ 630.5 gpm4Pressure required from pump85.90 psi @ 630.5 gpm5Total Pressure available at pump dschg.120.39 psi @ 630.5 gpm6Total Pressure required at pump dschg.106.17 psi @ 630.5 gpm1AAvail. OnSite Demand Press.49.63 psi @ 630.4 gpm2AReq. OnSite Demand Press.35.40 psi @ 630.4 gpmA. Source Supply CurveB. Net Pump Discharge CurveD. System Demand CurveE. Available at SourceF. Available at Pump SuctionRECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\DRY SYSTEM #1.SDF JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) WATER SUPPLY CURVE 60+ | | | 55+ | *\\\\\\\\\\\\\\\\\\\\\ | \\\\\\\\\\\\\\\\\\\\\\ 50+ \\\\\\\0\\\\\\\\\\\\\ | 49.0 psi @ 1000 gpm-> * | Flow Test Point | 45+ | | | P 40+ R | E | S | S 35+ X U | R | E | 30+ ( | P | S | I 25+ ) | | | 20+ | | | 15+ | | |============================== 10+ LEGEND " | " | X = Required Water Supply " | 35.40 psi @ 880.4 gpm " 5+ " | 0 = Available Water Supply " | 49.63 psi @ 880.4 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 1 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) Source Nodes Node Tag Elevation Static Residual Flow Hose Stream Pressure Pressure Allowance (ft) (psi) (psi) (gpm) (gpm) SOURCE 317.50 52.0 49.0 1000 250 Node Tag Elevation K Req.Den. Area (ft)(gpm/ft^2)(ft^2) Node Data 101 324.67 5.60 0.200 100.0 102 324.67 5.60 0.200 100.0 103 324.67 5.60 0.200 100.0 104 324.67 5.60 0.200 100.0 105 324.67 5.60 0.200 100.0 106 324.67 5.60 0.200 92.0 107 324.67 5.60 0.200 72.0 108 324.67 5.60 0.200 60.0 109 324.67 5.60 0.200 60.0 110 324.67 5.60 0.200 80.0 111 324.67 5.60 0.200 50.0 112 324.67 5.60 0.200 50.0 113 324.67 5.60 0.200 50.0 114 324.67 5.60 0.200 50.0 115 324.67 5.60 0.200 100.0 116 324.67 5.60 0.200 100.0 117 324.67 5.60 0.200 100.0 118 324.67 5.60 0.200 100.0 119 324.67 5.60 0.200 100.0 120 324.67 5.60 0.200 100.0 121 324.67 5.60 0.200 100.0 122 324.67 5.60 0.200 100.0 123 324.67 5.60 0.200 100.0 124 324.67 5.60 0.200 100.0 125 324.67 5.60 0.200 100.0 T106 323.58 0.00 0.000 0.0 T107 323.58 0.00 0.000 0.0 T108 323.58 0.00 0.000 0.0 T109 323.58 0.00 0.000 0.0 1 324.67 0.00 0.000 0.0 2 323.58 0.00 0.000 0.0 3 324.67 0.00 0.000 0.0 4 323.58 0.00 0.000 0.0 6 323.58 0.00 0.000 0.0 7 324.67 0.00 0.000 0.0 8 323.58 0.00 0.000 0.0 9 324.67 0.00 0.000 0.0 10 323.58 0.00 0.000 0.0 11 324.67 0.00 0.000 0.0 12 323.58 0.00 0.000 0.0 14 323.83 0.00 0.000 0.0 16 323.58 0.00 0.000 0.0 20 323.58 0.00 0.000 0.0 TOR1 323.50 0.00 0.000 0.0 BOR1 317.08 0.00 0.000 0.0 R1 316.08 0.00 0.000 0.0 P1 316.08 0.00 0.000 0.0 P2 316.08 0.00 0.000 0.0 BF1 316.50 0.00 0.000 0.0 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 2 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) BF2 316.50 0.00 0.000 0.0 FLNG 315.00 0.00 0.000 0.0 SOURCE 317.5 SOURCE 0.000 0.0 Pipe Data Pipe Tag End Node Tags Length Fittings Diameter HWC (ft) (ft) (in) 1 SOURCE FLNG 62.00 3ETG 6.160 (D6.000) 140 2 FLNG BF2 3.17 2E 6.357 ( 6.000) 120 3 BF2 BF1 Fixed Loss Device -9.0 psi 4 BF1 P2 25.00 4E2FG 6.357 ( 6.000) 120 5 P2 P1 User Pump 6 P1 R1 0.50 0.0 4.298 ( 4.000) 120 7 R1 BOR1 10.58 ETCB 6.357 ( 6.000) 120 8 BOR1 TOR1 6.42 TBD 4.298 (Z4.000) 100 9 TOR1 20 18.67 2E 4.298 (Z4.000) 100 10 20 16 21.33 T 4.298 (Z4.000) 100 11 16 14 77.67 0.0 4.298 (Z4.000) 100 12 14 12 114.33 0.0 3.314 (Z3.000) 100 13 12 10 10.00 0.0 3.314 (Z3.000) 100 14 10 8 7.50 0.0 3.314 (Z3.000) 100 15 8 6 4.50 0.0 3.314 (Z3.000) 100 16 6 4 2.00 0.0 3.314 (Z3.000) 100 17 4 2 6.00 0.0 3.314 (Z3.000) 100 18 6 T109 6.00 T 3.314 (Z3.000) 100 19 T109 T108 10.00 0.0 3.314 (Z3.000) 100 20 T108 T107 10.00 0.0 3.314 (Z3.000) 100 21 T107 T106 7.50 0.0 3.314 (Z3.000) 100 22 12 11 1.17 T 1.710 (Z1.500) 100 23 10 9 1.17 T 1.710 (Z1.500) 100 24 8 7 1.17 T 1.710 (Z1.500) 100 25 4 3 1.17 T 1.710 (Z1.500) 100 26 3 1 1.17 T 1.710 (Z1.500) 100 27 11 124 2.00 T 1.710 (Z1.500) 100 28 124 125 10.00 0.0 1.710 (Z1.500) 100 29 11 123 8.00 T 1.710 (Z1.500) 100 30 123 122 8.00 0.0 1.710 (Z1.500) 100 31 9 120 2.00 T 1.710 (Z1.500) 100 32 120 121 10.00 0.0 1.710 (Z1.500) 100 33 9 119 8.00 T 1.710 (Z1.500) 100 34 119 118 8.00 0.0 1.710 (Z1.500) 100 35 118 117 10.00 0.0 1.710 (Z1.500) 100 36 117 116 10.00 0.0 1.710 (Z1.500) 100 37 7 114 2.00 T 1.710 (Z1.500) 100 38 114 115 11.50 2E 1.710 (Z1.500) 100 39 7 113 7.00 T 1.710 (Z1.500) 100 40 113 112 10.00 0.0 1.710 (Z1.500) 100 41 112 111 10.00 0.0 1.710 (Z1.500) 100 42 3 110 4.00 E 1.710 (Z1.500) 100 43 1 105 3.00 T 1.710 (Z1.500) 100 44 1 104 7.00 T 1.710 (Z1.500) 100 45 104 103 10.00 0.0 1.710 (Z1.500) 100 46 103 102 10.00 0.0 1.710 (Z1.500) 100 47 102 101 10.00 0.0 1.710 (Z1.500) 100 48 T109 109 1.25 T 1.049 (S1.000) 100 49 T108 108 1.25 T 1.049 (S1.000) 100 50 T107 107 1.25 T 1.049 (S1.000) 100 51 T106 106 1.25 T 1.049 (S1.000) 100 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 3 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: DRY SYSTEM #1 (1ST FLOOR) RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #2.SDF JOB TITLE: WET SYSTEM #2 (2ND FLOOR) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 52.0 49.0 1000.0 50.9 569.6 20.0 Available pressure is 30.9 psi (61%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 569.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 319.6 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 201 334.7 K= 5.60 13.1 20.2 100.0 0.200 0.202 202 334.7 K= 5.60 13.2 20.3 50.0 0.200 0.407 203 334.7 K= 5.60 13.6 20.6 80.0 0.200 0.258 204 334.7 K= 5.60 14.6 21.4 80.0 0.200 0.268 205 334.7 K= 5.60 16.6 22.8 100.0 0.200 0.228 206 334.7 K= 5.60 23.1 26.9 80.0 0.200 0.336 207 334.7 K= 5.60 23.4 27.1 80.0 0.200 0.339 208 334.7 K= 5.60 12.8 20.0 100.0 0.200 0.200 209 334.7 K= 5.60 12.9 20.1 50.0 0.200 0.402 210 334.7 K= 5.60 13.6 20.7 50.0 0.200 0.414 211 334.7 K= 5.60 14.6 21.4 50.0 0.200 0.428 212 334.7 K= 5.60 16.9 23.0 50.0 0.200 0.461 213 334.7 K= 5.60 23.9 27.4 80.0 0.200 0.342 214 334.7 K= 5.60 24.2 27.5 100.0 0.200 0.275 1 334.7 - - - - 22.4 - - - - - - - - - - - - 2 333.8 - - - - 26.6 - - - - - - - - - - - - 3 334.7 - - - - 25.2 - - - - - - - - - - - - 4 333.8 - - - - 26.7 - - - - - - - - - - - - 5 334.7 - - - - 22.7 - - - - - - - - - - - - 6 333.8 - - - - 26.9 - - - - - - - - - - - - 7 334.7 - - - - 25.9 - - - - - - - - - - - - 8 333.8 - - - - 27.5 - - - - - - - - - - - - 10 333.8 - - - - 52.4 - - - - - - - - - - - - 20 333.8 - - - - 59.2 - - - - - - - - - - - - 40 324.5 - - - - 64.8 - - - - - - - - - - - - TOR2 324.5 - - - - 66.8 - - - - - - - - - - - - BOR2 317.1 - - - - 73.7 - - - - - - - - - - - - R1 316.1 - - - - 74.5 - - - - - - - - - - - - P1 316.1 - - - - 74.5 - - - - - - - - - - - - P2 316.1 - - - - 10.8 - - - - - - - - - - - - BF1 316.5 - - - - 10.9 - - - - - - - - - - - - BF2 316.5 - - - - 19.9 - - - - - - - - - - - - FLNG 315.0 - - - - 20.7 - - - - - - - - - - - - RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #2.SDF JOB TITLE: WET SYSTEM #2 (2ND FLOOR) NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) SOURCE 317.5 SOURCE 20.0 319.6 - - - - - - - - - RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #2.SDF JOB TITLE: WET SYSTEM #2 (2ND FLOOR) 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: 1 319.6 6.160 PL 62.00 PF 0.4 SOURCE 317.5 SRCE 20.0 (N/A) 3.4 140 FTG 3ETG PE 1.1 FLNG 315.0 0.0 20.7 0.0 0.003 TL 142.00 PV Pipe: 2 319.6 6.357 PL 3.17 PF 0.1 FLNG 315.0 0.0 20.7 0.0 3.2 120 FTG 2E PE -0.6 BF2 316.5 0.0 19.9 0.0 0.003 TL 28.37 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE BF2 316.5 0.0 19.9 0.0 9.0 psi, 319.6 gpm BF1 316.5 0.0 10.9 0.0 Pipe: 4 319.6 6.357 PL 25.00 PF 0.3 BF1 316.5 0.0 10.9 0.0 3.2 120 FTG 4E2FG PE 0.2 P2 316.1 0.0 10.8 0.0 0.003 TL 91.80 PV Pipe: 5 FIRE PUMP Rating: 500.0 gpm @ 90.0 psi P2 316.1 0.0 10.8 0.0 Avail.: 319.4 gpm @ 95.7 psi P1 316.1 0.0 74.5 0.0 Req'd.: 319.4 gpm @ 63.8 psi User Defined Pump Curve: gpm psi gpm psi 0.0 97.6 575.3 85.9 345.2 95.6 690.3 77.9 460.2 91.8 Pipe: 6 319.6 4.298 PL 0.50 PF 0.0 P1 316.1 0.0 74.5 0.0 7.1 120 FTG ---- PE 0.0 R1 316.1 0.0 74.5 0.0 0.023 TL 0.50 PV Pipe: 7 319.6 6.357 PL 10.58 PF 0.4 R1 316.1 0.0 74.5 0.0 3.2 120 FTG ETCB PE -0.4 BOR2 317.1 0.0 73.7 0.0 0.003 TL 106.28 PV Pipe: 8 319.6 3.314 PL 7.42 PF 3.7 BOR2 317.1 0.0 73.7 0.0 11.9 100 FTG TB PE -3.2 TOR2 324.5 0.0 66.8 0.0 0.113 TL 33.04 PV Pipe: 9 319.6 3.314 PL 9.25 PF 1.9 TOR2 324.5 0.0 66.8 0.0 11.9 100 FTG EF PE 0.0 40 324.5 0.0 64.8 0.0 0.113 TL 17.17 PV Pipe: 10 319.6 3.314 PL 9.25 PF 1.6 40 324.5 0.0 64.8 0.0 11.9 100 FTG E PE -4.0 20 333.8 0.0 59.2 0.0 0.113 TL 14.46 PV Pipe: 11 319.6 3.314 PL 49.33 PF 6.8 20 333.8 0.0 59.2 0.0 11.9 100 FTG 2E PE 0.0 10 333.8 0.0 52.4 0.0 0.113 TL 59.75 PV Pipe: 12 319.6 3.314 PL 202.00 PF 25.0 10 333.8 0.0 52.4 0.0 11.9 100 FTG T PE 0.0 8 333.8 0.0 27.5 0.0 0.113 TL 220.13 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #2.SDF JOB TITLE: WET SYSTEM #2 (2ND FLOOR) 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: 13 264.7 3.314 PL 7.50 PF 0.6 8 333.8 0.0 27.5 0.0 9.8 100 FTG ---- PE 0.0 6 333.8 0.0 26.9 0.0 0.080 TL 7.50 PV Pipe: 14 159.4 3.314 PL 6.00 PF 0.2 6 333.8 0.0 26.9 0.0 5.9 100 FTG ---- PE 0.0 4 333.8 0.0 26.7 0.0 0.031 TL 6.00 PV Pipe: 15 105.4 3.314 PL 6.50 PF 0.1 4 333.8 0.0 26.7 0.0 3.9 100 FTG ---- PE 0.0 2 333.8 0.0 26.6 0.0 0.015 TL 6.50 PV Pipe: 16 54.9 1.710 PL 1.33 PF 1.1 8 333.8 0.0 27.5 0.0 7.7 100 FTG T PE -0.4 7 334.7 0.0 25.9 0.0 0.109 TL 10.25 PV Pipe: 17 105.2 1.710 PL 1.33 PF 3.7 6 333.8 0.0 26.9 0.0 14.7 100 FTG T PE -0.4 5 334.7 0.0 22.7 0.0 0.364 TL 10.25 PV Pipe: 18 54.0 1.710 PL 1.33 PF 1.1 4 333.8 0.0 26.7 0.0 7.5 100 FTG T PE -0.4 3 334.7 0.0 25.2 0.0 0.106 TL 10.25 PV Pipe: 19 105.4 1.710 PL 1.33 PF 3.7 2 333.8 0.0 26.6 0.0 14.7 100 FTG T PE -0.4 1 334.7 0.0 22.4 0.0 0.366 TL 10.25 PV Pipe: 20 54.9 1.710 PL 7.00 PF 1.7 7 334.7 0.0 25.9 0.0 7.7 100 FTG T PE 0.0 214 334.7 5.6 24.2 27.5 0.109 TL 15.92 PV Pipe: 21 27.4 1.710 PL 8.50 PF 0.3 214 334.7 5.6 24.2 27.5 3.8 100 FTG ---- PE 0.0 213 334.7 5.6 23.9 27.4 0.030 TL 8.50 PV Pipe: 22 105.2 1.710 PL 7.00 PF 5.8 5 334.7 0.0 22.7 0.0 14.7 100 FTG T PE 0.0 212 334.7 5.6 16.9 23.0 0.364 TL 15.92 PV Pipe: 23 82.2 1.710 PL 10.00 PF 2.3 212 334.7 5.6 16.9 23.0 11.5 100 FTG ---- PE 0.0 211 334.7 5.6 14.6 21.4 0.231 TL 10.00 PV Pipe: 24 60.8 1.710 PL 7.50 PF 1.0 211 334.7 5.6 14.6 21.4 8.5 100 FTG ---- PE 0.0 210 334.7 5.6 13.6 20.7 0.132 TL 7.50 PV Pipe: 25 40.1 1.710 PL 7.50 PF 0.8 210 334.7 5.6 13.6 20.7 5.6 100 FTG 2E PE 0.0 209 334.7 5.6 12.9 20.1 0.061 TL 12.50 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #2.SDF JOB TITLE: WET SYSTEM #2 (2ND FLOOR) 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: 26 20.0 1.710 PL 6.92 PF 0.1 209 334.7 5.6 12.9 20.1 2.8 100 FTG ---- PE 0.0 208 334.7 5.6 12.8 20.0 0.017 TL 6.92 PV Pipe: 27 54.0 1.710 PL 8.00 PF 1.8 3 334.7 0.0 25.2 0.0 7.5 100 FTG T PE 0.0 207 334.7 5.6 23.4 27.1 0.106 TL 16.92 PV Pipe: 28 26.9 1.710 PL 11.00 PF 0.3 207 334.7 5.6 23.4 27.1 3.8 100 FTG ---- PE 0.0 206 334.7 5.6 23.1 26.9 0.029 TL 11.00 PV Pipe: 29 105.4 1.710 PL 7.00 PF 5.8 1 334.7 0.0 22.4 0.0 14.7 100 FTG T PE 0.0 205 334.7 5.6 16.6 22.8 0.366 TL 15.92 PV Pipe: 30 82.6 1.710 PL 8.50 PF 2.0 205 334.7 5.6 16.6 22.8 11.5 100 FTG ---- PE 0.0 204 334.7 5.6 14.6 21.4 0.233 TL 8.50 PV Pipe: 31 61.2 1.710 PL 8.00 PF 1.1 204 334.7 5.6 14.6 21.4 8.6 100 FTG ---- PE 0.0 203 334.7 5.6 13.6 20.6 0.134 TL 8.00 PV Pipe: 32 40.6 1.710 PL 6.00 PF 0.4 203 334.7 5.6 13.6 20.6 5.7 100 FTG ---- PE 0.0 202 334.7 5.6 13.2 20.3 0.062 TL 6.00 PV Pipe: 33 20.2 1.710 PL 6.92 PF 0.1 202 334.7 5.6 13.2 20.3 2.8 100 FTG ---- PE 0.0 201 334.7 5.6 13.1 20.2 0.017 TL 6.92 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 27081573 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 0.011 gpm and a maximum imbalance at any node of 0.178 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.7 ft/sec at pipe 19. (4) The Minimum pump suction pressure under maximum calculated demand is 10.79 (psi) (5) Items listed in bold print on the cover sheet RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #2.SDF JOB TITLE: WET SYSTEM #2 (2ND FLOOR) are automatically transferred from the calculation report. (6) Available pressure at source node SOURCE under full flow conditions is 50.47 psi with a flow of 695.89 gpm. (7) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVlv BfyVlv GatVlv 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVlv BfyVlv GatVlv AlmChk DPVlv fleX 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 3.314 7.30 25.40 3.80 24.90 10.50 2.00 23.40 23.40 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #2.SDF JOB TITLE: WET SYSTEM #2 (2ND FLOOR) WATER SUPPLY ANALYSISStatic: 52.00 psi Resid: 49.00 psi Flow: 1000.0 gpm-14.70.030.060.090.0120.0150.0180.02003004005006007008009001000FLOW (GPM)) Dashed Lines indicate extrapolated values from Test Results Site pressures are based on hose stream deduction at the sourceGAUGE PRESSURE (psi)AE12B34F-1CD456LEGEND1A 2A1Pressure available at source49.92 psi @ 569.6 gpm2Pressure required at source20.00 psi @ 569.6 gpm3Pressure available from pump95.75 psi @ 319.4 gpm4Pressure required from pump85.90 psi @ 319.4 gpm5Total Pressure available at pump dschg.137.48 psi @ 319.4 gpm6Total Pressure required at pump dschg.74.55 psi @ 319.4 gpm1AAvail. OnSite Demand Press.50.94 psi @ 319.6 gpm2AReq. OnSite Demand Press.20.00 psi @ 319.6 gpmA. Source Supply CurveB. Net Pump Discharge CurveD. System Demand CurveE. Available at SourceF. Available at Pump SuctionRECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #2.SDF JOB TITLE: WET SYSTEM #2 (2ND FLOOR) WATER SUPPLY CURVE 60+ | | | 55+ | *\\\\\\\\\\\\\\\\\\\\\ | \0\\\\\\\\\\\\\\\\\\\\ 50+ \\\\\\\\\\\\\\\\\\\\\ | 49.0 psi @ 1000 gpm-> * | Flow Test Point | 45+ | | | P 40+ R | E | S | S 35+ U | R | E | 30+ ( | P | S | I 25+ ) | | | 20+ X | | | 15+ | | |============================== 10+ LEGEND " | " | X = Required Water Supply " | 20.00 psi @ 569.6 gpm " 5+ " | 0 = Available Water Supply " | 50.94 psi @ 569.6 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 1 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: WET SYSTEM #2 (2ND FLOOR) Source Nodes Node Tag Elevation Static Residual Flow Hose Stream Pressure Pressure Allowance (ft) (psi) (psi) (gpm) (gpm) SOURCE 317.50 52.0 49.0 1000 250 Node Tag Elevation K Req.Den. Area (ft)(gpm/ft^2)(ft^2) Node Data 201 334.67 5.60 0.200 100.0 202 334.67 5.60 0.200 50.0 203 334.67 5.60 0.200 80.0 204 334.67 5.60 0.200 80.0 205 334.67 5.60 0.200 100.0 206 334.67 5.60 0.200 80.0 207 334.67 5.60 0.200 80.0 208 334.67 5.60 0.200 100.0 209 334.67 5.60 0.200 50.0 210 334.67 5.60 0.200 50.0 211 334.67 5.60 0.200 50.0 212 334.67 5.60 0.200 50.0 213 334.67 5.60 0.200 80.0 214 334.67 5.60 0.200 100.0 1 334.67 0.00 0.000 0.0 2 333.75 0.00 0.000 0.0 3 334.67 0.00 0.000 0.0 4 333.75 0.00 0.000 0.0 5 334.67 0.00 0.000 0.0 6 333.75 0.00 0.000 0.0 7 334.67 0.00 0.000 0.0 8 333.75 0.00 0.000 0.0 10 333.75 0.00 0.000 0.0 20 333.75 0.00 0.000 0.0 40 324.50 0.00 0.000 0.0 TOR2 324.50 0.00 0.000 0.0 BOR2 317.08 0.00 0.000 0.0 R1 316.08 0.00 0.000 0.0 P1 316.08 0.00 0.000 0.0 P2 316.08 0.00 0.000 0.0 BF1 316.50 0.00 0.000 0.0 BF2 316.50 0.00 0.000 0.0 FLNG 315.00 0.00 0.000 0.0 SOURCE 317.5 SOURCE 0.000 0.0 Pipe Data Pipe Tag End Node Tags Length Fittings Diameter HWC (ft) (ft) (in) 1 SOURCE FLNG 62.00 3ETG 6.160 (D6.000) 140 2 FLNG BF2 3.17 2E 6.357 ( 6.000) 120 3 BF2 BF1 Fixed Loss Device -9.0 psi 4 BF1 P2 25.00 4E2FG 6.357 ( 6.000) 120 5 P2 P1 User Pump 6 P1 R1 0.50 0.0 4.298 ( 4.000) 120 7 R1 BOR2 10.58 ETCB 6.357 ( 6.000) 120 8 BOR2 TOR2 7.42 TB 3.314 ( 3.000) 100 9 TOR2 40 9.25 EF 3.314 ( 3.000) 100 10 40 20 9.25 E 3.314 ( 3.000) 100 11 20 10 49.33 2E 3.314 ( 3.000) 100 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 2 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: WET SYSTEM #2 (2ND FLOOR) 12 10 8 202.00 T 3.314 ( 3.000) 100 13 8 6 7.50 0.0 3.314 ( 3.000) 100 14 6 4 6.00 0.0 3.314 ( 3.000) 100 15 4 2 6.50 0.0 3.314 ( 3.000) 100 16 8 7 1.33 T 1.710 ( 1.500) 100 17 6 5 1.33 T 1.710 ( 1.500) 100 18 4 3 1.33 T 1.710 ( 1.500) 100 19 2 1 1.33 T 1.710 ( 1.500) 100 20 7 214 7.00 T 1.710 ( 1.500) 100 21 214 213 8.50 0.0 1.710 ( 1.500) 100 22 5 212 7.00 T 1.710 ( 1.500) 100 23 212 211 10.00 0.0 1.710 ( 1.500) 100 24 211 210 7.50 0.0 1.710 ( 1.500) 100 25 210 209 7.50 2E 1.710 ( 1.500) 100 26 209 208 6.92 0.0 1.710 ( 1.500) 100 27 3 207 8.00 T 1.710 ( 1.500) 100 28 207 206 11.00 0.0 1.710 ( 1.500) 100 29 1 205 7.00 T 1.710 ( 1.500) 100 30 205 204 8.50 0.0 1.710 ( 1.500) 100 31 204 203 8.00 0.0 1.710 ( 1.500) 100 32 203 202 6.00 0.0 1.710 ( 1.500) 100 33 202 201 6.92 0.0 1.710 ( 1.500) 100 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 3 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: WET SYSTEM #2 (2ND FLOOR) RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #3.SDF JOB TITLE: WET SYSTEM #3 (3RD FLOOR) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 52.0 49.0 1000.0 50.5 681.7 33.9 Available pressure is 16.6 psi (33%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 681.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 431.7 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 301 353.5 K= 5.60 11.8 19.2 70.0 0.200 0.275 302 353.5 K= 5.60 11.9 19.3 70.0 0.200 0.276 303 353.5 K= 5.60 12.1 19.5 50.0 0.200 0.390 304 353.5 K= 5.60 12.8 20.0 100.0 0.200 0.200 305 353.5 K= 5.60 14.2 21.1 100.0 0.200 0.211 306 353.5 K= 5.60 16.6 22.8 100.0 0.200 0.228 307 353.5 K= 5.60 18.8 24.3 80.0 0.200 0.304 308 353.5 K= 5.60 19.0 24.4 80.0 0.200 0.305 309 344.7 K= 5.60 24.7 27.8 50.0 0.200 0.557 310 344.7 K= 5.60 26.2 28.7 50.0 0.200 0.573 311 344.7 K= 5.60 28.3 29.8 96.0 0.200 0.310 312 344.7 K= 5.60 28.5 29.9 96.0 0.200 0.311 313 344.7 K= 5.60 27.9 29.6 50.0 0.200 0.592 314 344.7 K= 5.60 28.2 29.7 50.0 0.200 0.595 315 344.7 K= 5.60 25.5 28.3 100.0 0.200 0.283 316 344.7 K= 5.60 25.8 28.4 80.0 0.200 0.356 317 344.7 K= 5.60 26.5 28.8 80.0 0.200 0.360 T310 343.9 - - - - 30.3 - - - - - - - - - - - - T311 343.9 - - - - 30.3 - - - - - - - - - - - - T312 343.9 - - - - 30.5 - - - - - - - - - - - - 1 344.7 - - - - 27.9 - - - - - - - - - - - - 2 343.9 - - - - 30.3 - - - - - - - - - - - - 3 344.7 - - - - 25.4 - - - - - - - - - - - - 4 343.9 - - - - 30.7 - - - - - - - - - - - - 5 344.7 - - - - 30.2 - - - - - - - - - - - - 6 343.9 - - - - 31.8 - - - - - - - - - - - - 7 344.7 - - - - 30.0 - - - - - - - - - - - - 8 343.9 - - - - 32.8 - - - - - - - - - - - - 10 343.9 - - - - 79.2 - - - - - - - - - - - - 20 343.9 - - - - 87.8 - - - - - - - - - - - - 40 324.5 - - - - 101.1 - - - - - - - - - - - - TOR3 324.5 - - - - 106.0 - - - - - - - - - - - - BOR3 317.1 - - - - 115.8 - - - - - - - - - - - - RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #3.SDF JOB TITLE: WET SYSTEM #3 (3RD FLOOR) NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) R1 316.1 - - - - 116.8 - - - - - - - - - - - - P1 316.1 - - - - 116.9 - - - - - - - - - - - - P2 316.1 - - - - 24.1 - - - - - - - - - - - - BF1 316.5 - - - - 24.5 - - - - - - - - - - - - BF2 316.5 - - - - 33.5 - - - - - - - - - - - - FLNG 315.0 - - - - 34.3 - - - - - - - - - - - - SOURCE 317.5 SOURCE 33.9 431.7 - - - - - - - - - RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #3.SDF JOB TITLE: WET SYSTEM #3 (3RD FLOOR) 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: 1 431.7 6.160 PL 62.00 PF 0.7 SOURCE 317.5 SRCE 33.9 (N/A) 4.6 140 FTG 3ETG PE 1.1 FLNG 315.0 0.0 34.3 0.0 0.005 TL 142.00 PV Pipe: 2 431.7 6.357 PL 3.17 PF 0.2 FLNG 315.0 0.0 34.3 0.0 4.4 120 FTG 2E PE -0.6 BF2 316.5 0.0 33.5 0.0 0.006 TL 28.37 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE BF2 316.5 0.0 33.5 0.0 9.0 psi, 431.7 gpm BF1 316.5 0.0 24.5 0.0 Pipe: 4 431.7 6.357 PL 25.00 PF 0.5 BF1 316.5 0.0 24.5 0.0 4.4 120 FTG 4E2FG PE 0.2 P2 316.1 0.0 24.1 0.0 0.006 TL 91.80 PV Pipe: 5 FIRE PUMP Rating: 500.0 gpm @ 90.0 psi P2 316.1 0.0 24.1 0.0 Avail.: 431.7 gpm @ 92.7 psi P1 316.1 0.0 116.9 0.0 Req'd.: 431.7 gpm @ 92.7 psi User Defined Pump Curve: gpm psi gpm psi 0.0 97.6 575.3 85.9 345.2 95.6 690.3 77.9 460.2 91.8 Pipe: 6 431.7 4.298 PL 0.50 PF 0.0 P1 316.1 0.0 116.9 0.0 9.5 120 FTG ---- PE 0.0 R1 316.1 0.0 116.8 0.0 0.040 TL 0.50 PV Pipe: 7 431.7 6.357 PL 10.58 PF 0.6 R1 316.1 0.0 116.8 0.0 4.4 120 FTG ETCB PE -0.4 BOR3 317.1 0.0 115.8 0.0 0.006 TL 106.28 PV Pipe: 8 431.7 3.314 PL 7.42 PF 6.5 BOR3 317.1 0.0 115.8 0.0 16.1 100 FTG TB PE -3.2 TOR3 324.5 0.0 106.0 0.0 0.198 TL 33.04 PV Pipe: 9 431.7 3.314 PL 9.25 PF 4.9 TOR3 324.5 0.0 106.0 0.0 16.1 100 FTG 3E PE 0.0 40 324.5 0.0 101.1 0.0 0.198 TL 24.88 PV Pipe: 10 431.7 3.314 PL 19.42 PF 4.9 40 324.5 0.0 101.1 0.0 16.1 100 FTG E PE -8.4 20 343.9 0.0 87.8 0.0 0.198 TL 24.63 PV Pipe: 11 431.7 3.314 PL 38.67 PF 8.7 20 343.9 0.0 87.8 0.0 16.1 100 FTG E PE 0.0 10 343.9 0.0 79.2 0.0 0.198 TL 43.88 PV Pipe: 12 431.7 3.314 PL 218.67 PF 46.3 10 343.9 0.0 79.2 0.0 16.1 100 FTG 3E PE 0.0 8 343.9 0.0 32.8 0.0 0.198 TL 234.30 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #3.SDF JOB TITLE: WET SYSTEM #3 (3RD FLOOR) 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: 13 346.2 3.314 PL 7.50 PF 1.0 8 343.9 0.0 32.8 0.0 12.9 100 FTG ---- PE 0.0 6 343.9 0.0 31.8 0.0 0.131 TL 7.50 PV Pipe: 14 286.8 3.314 PL 7.50 PF 1.2 6 343.9 0.0 31.8 0.0 10.7 100 FTG E PE 0.0 4 343.9 0.0 30.7 0.0 0.093 TL 12.71 PV Pipe: 15 164.9 3.314 PL 5.50 PF 0.1 4 343.9 0.0 30.7 0.0 6.1 120 FTG ---- PE 0.0 T312 343.9 0.0 30.5 0.0 0.024 TL 5.50 PV Pipe: 16 135.0 3.314 PL 12.00 PF 0.2 T312 343.9 0.0 30.5 0.0 5.0 120 FTG ---- PE 0.0 T311 343.9 0.0 30.3 0.0 0.016 TL 12.00 PV Pipe: 17 105.2 3.314 PL 3.50 PF 0.0 T311 343.9 0.0 30.3 0.0 3.9 120 FTG ---- PE 0.0 T310 343.9 0.0 30.3 0.0 0.010 TL 3.50 PV Pipe: 18 76.5 3.314 PL 5.50 PF 0.0 T310 343.9 0.0 30.3 0.0 2.8 120 FTG ---- PE 0.0 2 343.9 0.0 30.3 0.0 0.006 TL 5.50 PV Pipe: 19 85.6 1.710 PL 1.33 PF 2.5 8 343.9 0.0 32.8 0.0 12.0 120 FTG T PE -0.3 7 344.7 0.0 30.0 0.0 0.177 TL 13.83 PV Pipe: 20 59.3 1.710 PL 1.33 PF 1.3 6 343.9 0.0 31.8 0.0 8.3 100 FTG T PE -0.3 5 344.7 0.0 30.2 0.0 0.126 TL 10.25 PV Pipe: 21 121.9 1.710 PL 1.33 PF 4.9 4 343.9 0.0 30.7 0.0 17.0 100 FTG T PE -0.3 3 344.7 0.0 25.4 0.0 0.478 TL 10.25 PV Pipe: 22 76.5 1.710 PL 1.33 PF 2.1 2 343.9 0.0 30.3 0.0 10.7 100 FTG T PE -0.3 1 344.7 0.0 27.9 0.0 0.202 TL 10.25 PV Pipe: 23 85.6 1.710 PL 5.50 PF 3.6 7 344.7 0.0 30.0 0.0 12.0 100 FTG T PE 0.0 317 344.7 5.6 26.5 28.8 0.248 TL 14.42 PV Pipe: 24 56.7 1.710 PL 8.00 PF 0.7 317 344.7 5.6 26.5 28.8 7.9 120 FTG ---- PE 0.0 316 344.7 5.6 25.8 28.4 0.083 TL 8.00 PV Pipe: 25 28.3 1.710 PL 8.50 PF 0.3 316 344.7 5.6 25.8 28.4 4.0 100 FTG ---- PE 0.0 315 344.7 5.6 25.5 28.3 0.032 TL 8.50 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #3.SDF JOB TITLE: WET SYSTEM #3 (3RD FLOOR) 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: 26 59.3 1.710 PL 7.00 PF 2.0 5 344.7 0.0 30.2 0.0 8.3 100 FTG T PE 0.0 314 344.7 5.6 28.2 29.7 0.126 TL 15.92 PV Pipe: 27 29.6 1.710 PL 7.50 PF 0.3 314 344.7 5.6 28.2 29.7 4.1 100 FTG ---- PE 0.0 313 344.7 5.6 27.9 29.6 0.035 TL 7.50 PV Pipe: 28 121.9 2.185 PL 15.00 PF 5.0 3 344.7 0.0 25.4 0.0 10.4 120 FTG 4ET PE -3.8 306 353.5 5.6 16.6 22.8 0.103 TL 48.60 PV Pipe: 29 99.1 1.710 PL 10.00 PF 2.3 306 353.5 5.6 16.6 22.8 13.8 120 FTG ---- PE 0.0 305 353.5 5.6 14.2 21.1 0.233 TL 10.00 PV Pipe: 30 78.0 1.710 PL 10.00 PF 1.5 305 353.5 5.6 14.2 21.1 10.9 120 FTG ---- PE 0.0 304 353.5 5.6 12.8 20.0 0.149 TL 10.00 PV Pipe: 31 58.0 1.710 PL 7.50 PF 0.6 304 353.5 5.6 12.8 20.0 8.1 120 FTG ---- PE 0.0 303 353.5 5.6 12.1 19.5 0.086 TL 7.50 PV Pipe: 32 38.5 1.710 PL 6.08 PF 0.2 303 353.5 5.6 12.1 19.5 5.4 120 FTG ---- PE 0.0 302 353.5 5.6 11.9 19.3 0.040 TL 6.08 PV Pipe: 33 19.2 1.710 PL 7.00 PF 0.1 302 353.5 5.6 11.9 19.3 2.7 120 FTG ---- PE 0.0 301 353.5 5.6 11.8 19.2 0.011 TL 7.00 PV Pipe: 34 76.5 1.710 PL 15.00 PF 3.2 1 344.7 0.0 27.9 0.0 10.7 120 FTG 2E PE 0.0 309 344.7 5.6 24.7 27.8 0.144 TL 22.00 PV Pipe: 35 48.7 1.710 PL 16.25 PF 1.9 309 344.7 5.6 24.7 27.8 6.8 120 FTG 4E PE -3.8 308 353.5 5.6 19.0 24.4 0.062 TL 30.25 PV Pipe: 36 24.3 1.710 PL 8.00 PF 0.1 308 353.5 5.6 19.0 24.4 3.4 120 FTG ---- PE 0.0 307 353.5 5.6 18.8 24.3 0.017 TL 8.00 PV Pipe: 37 29.9 1.049 PL 1.33 PF 1.7 T312 343.9 0.0 30.5 0.0 11.1 120 FTG T PE -0.3 312 344.7 5.6 28.5 29.9 0.273 TL 6.33 PV Pipe: 38 29.8 1.049 PL 1.33 PF 1.7 T311 343.9 0.0 30.3 0.0 11.1 120 FTG T PE -0.3 311 344.7 5.6 28.3 29.8 0.272 TL 6.33 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #3.SDF JOB TITLE: WET SYSTEM #3 (3RD FLOOR) 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: 39 28.7 1.049 PL 7.83 PF 3.8 T310 343.9 0.0 30.3 0.0 10.6 120 FTG ET PE -0.3 310 344.7 5.6 26.2 28.7 0.253 TL 14.83 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 27081573 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 0.002 gpm and a maximum imbalance at any node of 0.074 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.0 ft/sec at pipe 21. (4) The Minimum pump suction pressure under maximum calculated demand is 24.12 (psi) (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (6) Available pressure at source node SOURCE under full flow conditions is 50.39 psi with a flow of 714.28 gpm. (7) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVlv BfyVlv GatVlv 6.160 12.00 40.00 10.00 43.00 16.00 4.00 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #3.SDF JOB TITLE: WET SYSTEM #3 (3RD FLOOR) PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVlv BfyVlv GatVlv AlmChk DPVlv fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 0.00 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 2.185 4.60 15.20 2.40 14.40 6.20 1.00 12.40 12.40 0.00 3.314 7.30 25.40 3.80 24.90 10.50 2.00 23.40 23.40 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #3.SDF JOB TITLE: WET SYSTEM #3 (3RD FLOOR) WATER SUPPLY ANALYSISStatic: 52.00 psi Resid: 49.00 psi Flow: 1000.0 gpm-14.70.030.060.090.0120.0150.0180.02003004005006007008009001000FLOW (GPM)) Dashed Lines indicate extrapolated values from Test Results Site pressures are based on hose stream deduction at the sourceGAUGE PRESSURE (psi)AE12B34-1CD456LEGEND1A 2A1Pressure available at source49.37 psi @ 681.7 gpm2Pressure required at source33.95 psi @ 681.7 gpm3Pressure available from pump92.74 psi @ 431.7 gpm4Pressure required from pump85.90 psi @ 431.7 gpm5Total Pressure available at pump dschg.133.43 psi @ 431.7 gpm6Total Pressure required at pump dschg.116.86 psi @ 431.7 gpm1AAvail. OnSite Demand Press.50.52 psi @ 431.7 gpm2AReq. OnSite Demand Press.33.95 psi @ 431.7 gpmA. Source Supply CurveB. Net Pump Discharge CurveD. System Demand CurveE. Available at SourceF. Available at Pump SuctionRECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #3.SDF JOB TITLE: WET SYSTEM #3 (3RD FLOOR) WATER SUPPLY CURVE 60+ | | | 55+ | *\\\\\\\\\\\\\\\\\\\\\ | \\\\\\\\\\\\\\\\\\\\\\ 50+ 0 \\\\\\\\\\\\\\\\\\\\\ | 49.0 psi @ 1000 gpm-> * | Flow Test Point | 45+ | | | P 40+ R | E | S | S 35+ U | X R | E | 30+ ( | P | S | I 25+ ) | | | 20+ | | | 15+ | | |============================== 10+ LEGEND " | " | X = Required Water Supply " | 33.95 psi @ 681.7 gpm " 5+ " | 0 = Available Water Supply " | 50.52 psi @ 681.7 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 1 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: WET SYSTEM #3 (3RD FLOOR) Source Nodes Node Tag Elevation Static Residual Flow Hose Stream Pressure Pressure Allowance (ft) (psi) (psi) (gpm) (gpm) SOURCE 317.50 52.0 49.0 1000 250 Node Tag Elevation K Req.Den. Area (ft)(gpm/ft^2)(ft^2) Node Data 301 353.50 5.60 0.200 70.0 302 353.50 5.60 0.200 70.0 303 353.50 5.60 0.200 50.0 304 353.50 5.60 0.200 100.0 305 353.50 5.60 0.200 100.0 306 353.50 5.60 0.200 100.0 307 353.50 5.60 0.200 80.0 308 353.50 5.60 0.200 80.0 309 344.67 5.60 0.200 50.0 310 344.67 5.60 0.200 50.0 311 344.67 5.60 0.200 96.0 312 344.67 5.60 0.200 96.0 313 344.67 5.60 0.200 50.0 314 344.67 5.60 0.200 50.0 315 344.67 5.60 0.200 100.0 316 344.67 5.60 0.200 80.0 317 344.67 5.60 0.200 80.0 T310 343.92 0.00 0.000 0.0 T311 343.92 0.00 0.000 0.0 T312 343.92 0.00 0.000 0.0 1 344.67 0.00 0.000 0.0 2 343.92 0.00 0.000 0.0 3 344.67 0.00 0.000 0.0 4 343.92 0.00 0.000 0.0 5 344.67 0.00 0.000 0.0 6 343.92 0.00 0.000 0.0 7 344.67 0.00 0.000 0.0 8 343.92 0.00 0.000 0.0 10 343.92 0.00 0.000 0.0 20 343.92 0.00 0.000 0.0 40 324.50 0.00 0.000 0.0 TOR3 324.50 0.00 0.000 0.0 BOR3 317.08 0.00 0.000 0.0 R1 316.08 0.00 0.000 0.0 P1 316.08 0.00 0.000 0.0 P2 316.08 0.00 0.000 0.0 BF1 316.50 0.00 0.000 0.0 BF2 316.50 0.00 0.000 0.0 FLNG 315.00 0.00 0.000 0.0 SOURCE 317.5 SOURCE 0.000 0.0 Pipe Data Pipe Tag End Node Tags Length Fittings Diameter HWC (ft) (ft) (in) 1 SOURCE FLNG 62.00 3ETG 6.160 (D6.000) 140 2 FLNG BF2 3.17 2E 6.357 ( 6.000) 120 3 BF2 BF1 Fixed Loss Device -9.0 psi 4 BF1 P2 25.00 4E2FG 6.357 ( 6.000) 120 5 P2 P1 User Pump RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 2 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: WET SYSTEM #3 (3RD FLOOR) 6 P1 R1 0.50 0.0 4.298 ( 4.000) 120 7 R1 BOR3 10.58 ETCB 6.357 ( 6.000) 120 8 BOR3 TOR3 7.42 TB 3.314 ( 3.000) 100 9 TOR3 40 9.25 3E 3.314 ( 3.000) 100 10 40 20 19.42 E 3.314 ( 3.000) 100 11 20 10 38.67 E 3.314 ( 3.000) 100 12 10 8 218.67 3E 3.314 ( 3.000) 100 13 8 6 7.50 0.0 3.314 ( 3.000) 100 14 6 4 7.50 E 3.314 ( 3.000) 100 15 4 T312 5.50 0.0 3.314 ( 3.000) 120 16 T312 T311 12.00 0.0 3.314 ( 3.000) 120 17 T311 T310 3.50 0.0 3.314 ( 3.000) 120 18 T310 2 5.50 0.0 3.314 ( 3.000) 120 19 8 7 1.33 T 1.710 ( 1.500) 120 20 6 5 1.33 T 1.710 ( 1.500) 100 21 4 3 1.33 T 1.710 ( 1.500) 100 22 2 1 1.33 T 1.710 ( 1.500) 100 23 7 317 5.50 T 1.710 ( 1.500) 100 24 317 316 8.00 0.0 1.710 ( 1.500) 120 25 316 315 8.50 0.0 1.710 ( 1.500) 100 26 5 314 7.00 T 1.710 ( 1.500) 100 27 314 313 7.50 0.0 1.710 ( 1.500) 100 28 3 306 15.00 4ET 2.185 ( 2.000) 120 29 306 305 10.00 0.0 1.710 ( 1.500) 120 30 305 304 10.00 0.0 1.710 ( 1.500) 120 31 304 303 7.50 0.0 1.710 ( 1.500) 120 32 303 302 6.08 0.0 1.710 ( 1.500) 120 33 302 301 7.00 0.0 1.710 ( 1.500) 120 34 1 309 15.00 2E 1.710 ( 1.500) 120 35 309 308 16.25 4E 1.710 ( 1.500) 120 36 308 307 8.00 0.0 1.710 ( 1.500) 120 37 T312 312 1.33 T 1.049 ( 1.000) 120 38 T311 311 1.33 T 1.049 ( 1.000) 120 39 T310 310 7.83 ET 1.049 ( 1.000) 120 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 3 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: WET SYSTEM #3 (3RD FLOOR) RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #4.SDF JOB TITLE: WET SYSTEM #4 (4TH FLOOR) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 52.0 49.0 1000.0 50.9 588.9 20.0 Available pressure is 30.9 psi (61%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 588.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 338.9 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 401 354.7 K= 5.60 12.8 20.0 100.0 0.200 0.200 402 354.7 K= 5.60 12.9 20.1 100.0 0.200 0.201 403 354.7 K= 5.60 12.5 19.8 80.0 0.200 0.247 404 354.7 K= 5.60 12.1 19.5 80.0 0.200 0.244 405 354.7 K= 5.60 12.1 19.5 50.0 0.200 0.389 406 354.7 K= 5.60 11.1 18.6 50.0 0.200 0.373 407 355.3 K= 5.60 10.8 18.4 60.0 0.200 0.307 408 355.9 K= 5.60 11.1 18.7 80.0 0.200 0.234 409 355.9 K= 5.60 11.8 19.2 80.0 0.200 0.240 410 355.9 K= 5.60 11.3 18.8 80.0 0.200 0.235 411 354.7 K= 5.60 11.6 19.1 60.0 0.200 0.319 412 356.8 K= 5.60 12.9 20.1 50.0 0.200 0.403 413 356.8 K= 5.60 13.0 20.2 50.0 0.200 0.404 414 356.1 K= 5.60 13.1 20.2 50.0 0.200 0.405 415 355.0 K= 5.60 13.3 20.4 50.0 0.200 0.408 416 356.5 K= 5.60 17.0 23.1 100.0 0.200 0.231 417 357.0 K= 5.60 16.9 23.0 115.0 0.200 0.200 1 354.7 - - - - 13.7 - - - - - - - - - - - - 2 354.2 - - - - 16.9 - - - - - - - - - - - - 3 355.9 - - - - 12.0 - - - - - - - - - - - - 4 354.2 - - - - 17.0 - - - - - - - - - - - - 5 356.8 - - - - 13.7 - - - - - - - - - - - - 6 354.2 - - - - 17.3 - - - - - - - - - - - - 7 358.0 - - - - 16.7 - - - - - - - - - - - - 8 356.2 - - - - 18.3 - - - - - - - - - - - - 20 353.9 - - - - 47.1 - - - - - - - - - - - - 30 343.9 - - - - 61.2 - - - - - - - - - - - - 40 324.5 - - - - 72.7 - - - - - - - - - - - - TOR4 324.5 - - - - 76.3 - - - - - - - - - - - - BOR4 317.1 - - - - 83.6 - - - - - - - - - - - - R1 316.1 - - - - 84.5 - - - - - - - - - - - - P1 316.1 - - - - 84.5 - - - - - - - - - - - - P2 316.1 - - - - 10.7 - - - - - - - - - - - - RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #4.SDF JOB TITLE: WET SYSTEM #4 (4TH FLOOR) NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) BF1 316.5 - - - - 10.9 - - - - - - - - - - - - BF2 316.5 - - - - 19.9 - - - - - - - - - - - - FLNG 315.0 - - - - 20.6 - - - - - - - - - - - - SOURCE 317.5 SOURCE 20.0 338.9 - - - - - - - - - RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #4.SDF JOB TITLE: WET SYSTEM #4 (4TH FLOOR) 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: 1 338.9 6.160 PL 62.00 PF 0.5 SOURCE 317.5 SRCE 20.0 (N/A) 3.6 140 FTG 3ETG PE 1.1 FLNG 315.0 0.0 20.6 0.0 0.003 TL 142.00 PV Pipe: 2 338.9 6.357 PL 3.17 PF 0.1 FLNG 315.0 0.0 20.6 0.0 3.4 120 FTG 2E PE -0.6 BF2 316.5 0.0 19.9 0.0 0.004 TL 28.37 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE BF2 316.5 0.0 19.9 0.0 9.0 psi, 338.9 gpm BF1 316.5 0.0 10.9 0.0 Pipe: 4 338.9 6.357 PL 25.00 PF 0.3 BF1 316.5 0.0 10.9 0.0 3.4 120 FTG 4E2FG PE 0.2 P2 316.1 0.0 10.7 0.0 0.004 TL 91.80 PV Pipe: 5 FIRE PUMP Rating: 500.0 gpm @ 90.0 psi P2 316.1 0.0 10.7 0.0 Avail.: 338.7 gpm @ 95.6 psi P1 316.1 0.0 84.5 0.0 Req'd.: 338.7 gpm @ 73.8 psi User Defined Pump Curve: gpm psi gpm psi 0.0 97.6 575.3 85.9 345.2 95.6 690.3 77.9 460.2 91.8 Pipe: 6 338.9 4.298 PL 0.50 PF 0.0 P1 316.1 0.0 84.5 0.0 7.5 120 FTG ---- PE 0.0 R1 316.1 0.0 84.5 0.0 0.025 TL 0.50 PV Pipe: 7 338.9 6.357 PL 10.58 PF 0.4 R1 316.1 0.0 84.5 0.0 3.4 120 FTG ETCB PE -0.4 BOR4 317.1 0.0 83.6 0.0 0.004 TL 106.28 PV Pipe: 8 338.9 3.314 PL 7.42 PF 4.2 BOR4 317.1 0.0 83.6 0.0 12.6 100 FTG TB PE -3.2 TOR4 324.5 0.0 76.3 0.0 0.126 TL 33.04 PV Pipe: 9 338.9 3.314 PL 12.67 PF 3.6 TOR4 324.5 0.0 76.3 0.0 12.6 100 FTG 3E PE 0.0 40 324.5 0.0 72.7 0.0 0.126 TL 28.30 PV Pipe: 10 338.9 3.314 PL 19.42 PF 3.1 40 324.5 0.0 72.7 0.0 12.6 100 FTG E PE -8.4 30 343.9 0.0 61.2 0.0 0.126 TL 24.63 PV Pipe: 11 338.9 3.314 PL 55.92 PF 9.7 30 343.9 0.0 61.2 0.0 12.6 100 FTG 4E PE -4.3 20 353.9 0.0 47.1 0.0 0.126 TL 76.76 PV Pipe: 12 338.9 3.314 PL 199.42 PF 27.8 20 353.9 0.0 47.1 0.0 12.6 100 FTG 4E PE -1.0 8 356.2 0.0 18.3 0.0 0.126 TL 220.26 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #4.SDF JOB TITLE: WET SYSTEM #4 (4TH FLOOR) 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: 13 292.7 3.314 PL 9.50 PF 1.9 8 356.2 0.0 18.3 0.0 10.9 100 FTG 2E PE 0.9 6 354.2 0.0 17.3 0.0 0.096 TL 19.92 PV Pipe: 14 211.7 3.314 PL 5.00 PF 0.3 6 354.2 0.0 17.3 0.0 7.9 100 FTG ---- PE 0.0 4 354.2 0.0 17.0 0.0 0.053 TL 5.00 PV Pipe: 15 98.8 3.314 PL 7.50 PF 0.1 4 354.2 0.0 17.0 0.0 3.7 120 FTG ---- PE 0.0 2 354.2 0.0 16.9 0.0 0.009 TL 7.50 PV Pipe: 16 46.2 1.710 PL 1.83 PF 0.8 8 356.2 0.0 18.3 0.0 6.4 120 FTG T PE -0.8 7 358.0 0.0 16.7 0.0 0.057 TL 14.33 PV Pipe: 17 81.0 1.710 PL 2.75 PF 2.4 6 354.2 0.0 17.3 0.0 11.3 120 FTG T PE -1.1 5 356.8 0.0 13.7 0.0 0.160 TL 15.25 PV Pipe: 18 112.9 1.710 PL 1.75 PF 4.2 4 354.2 0.0 17.0 0.0 15.8 120 FTG T PE -0.8 3 355.9 0.0 12.0 0.0 0.296 TL 14.25 PV Pipe: 19 98.8 1.710 PL 0.50 PF 3.0 2 354.2 0.0 16.9 0.0 13.8 120 FTG T PE -0.2 1 354.7 0.0 13.7 0.0 0.231 TL 13.00 PV Pipe: 20 23.0 1.710 PL 1.17 PF 0.2 7 358.0 0.0 16.7 0.0 3.2 100 FTG T PE 0.4 417 357.0 5.6 16.9 23.0 0.022 TL 10.09 PV Pipe: 21 23.1 1.710 PL 8.50 PF 0.4 7 358.0 0.0 16.7 0.0 3.2 120 FTG TF PE 0.6 416 356.5 5.6 17.0 23.1 0.016 TL 22.70 PV Pipe: 22 40.7 1.710 PL 7.00 PF 0.9 5 356.8 0.0 13.7 0.0 5.7 120 FTG TF PE 0.3 414 356.1 5.6 13.1 20.2 0.045 TL 21.20 PV Pipe: 23 20.4 1.710 PL 6.58 PF 0.2 414 356.1 5.6 13.1 20.2 2.9 120 FTG T PE 0.5 415 355.0 5.6 13.3 20.4 0.013 TL 19.08 PV Pipe: 24 40.3 1.710 PL 1.83 PF 0.7 5 356.8 0.0 13.7 0.0 5.6 120 FTG TF PE 0.0 413 356.8 5.6 13.0 20.2 0.044 TL 16.03 PV Pipe: 25 20.1 1.710 PL 7.50 PF 0.1 413 356.8 5.6 13.0 20.2 2.8 120 FTG ---- PE 0.0 412 356.8 5.6 12.9 20.1 0.012 TL 7.50 PV RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #4.SDF JOB TITLE: WET SYSTEM #4 (4TH FLOOR) 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: 26 37.9 1.710 PL 6.17 PF 0.7 3 355.9 0.0 12.0 0.0 5.3 120 FTG T PE 0.0 410 355.9 5.6 11.3 18.8 0.039 TL 18.67 PV Pipe: 27 19.1 1.710 PL 10.50 PF 0.2 410 355.9 5.6 11.3 18.8 2.7 120 FTG 2E PE 0.5 411 354.7 5.6 11.6 19.1 0.011 TL 17.50 PV Pipe: 28 75.0 1.710 PL 1.83 PF 0.3 3 355.9 0.0 12.0 0.0 10.5 120 FTG ---- PE 0.0 409 355.9 5.6 11.8 19.2 0.139 TL 1.83 PV Pipe: 29 55.8 1.710 PL 8.00 PF 0.6 409 355.9 5.6 11.8 19.2 7.8 120 FTG ---- PE 0.0 408 355.9 5.6 11.1 18.7 0.080 TL 8.00 PV Pipe: 30 37.1 1.710 PL 8.00 PF 0.6 408 355.9 5.6 11.1 18.7 5.2 120 FTG 2E PE 0.3 407 355.3 5.6 10.8 18.4 0.038 TL 15.00 PV Pipe: 31 18.6 1.710 PL 4.00 PF 0.0 407 355.3 5.6 10.8 18.4 2.6 120 FTG ---- PE 0.3 406 354.7 5.6 11.1 18.6 0.011 TL 4.00 PV Pipe: 32 58.7 1.710 PL 1.67 PF 1.3 1 354.7 0.0 13.7 0.0 8.2 120 FTG T PE 0.0 403 354.7 5.6 12.5 19.8 0.088 TL 14.17 PV Pipe: 33 39.0 1.710 PL 8.00 PF 0.3 403 354.7 5.6 12.5 19.8 5.4 120 FTG ---- PE 0.0 404 354.7 5.6 12.1 19.5 0.041 TL 8.00 PV Pipe: 34 19.5 1.710 PL 6.00 PF 0.1 404 354.7 5.6 12.1 19.5 2.7 120 FTG ---- PE 0.0 405 354.7 5.6 12.1 19.5 0.011 TL 6.00 PV Pipe: 35 40.1 1.710 PL 6.83 PF 0.8 1 354.7 0.0 13.7 0.0 5.6 120 FTG T PE 0.0 402 354.7 5.6 12.9 20.1 0.044 TL 19.33 PV Pipe: 36 20.0 1.710 PL 10.00 PF 0.1 402 354.7 5.6 12.9 20.1 2.8 120 FTG ---- PE 0.0 401 354.7 5.6 12.8 20.0 0.012 TL 10.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #4.SDF JOB TITLE: WET SYSTEM #4 (4TH FLOOR) (2) The system has been calculated to provide an average imbalance at each node of 0.008 gpm and a maximum imbalance at any node of 0.143 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.8 ft/sec at pipe 18. (4) The Minimum pump suction pressure under maximum calculated demand is 10.69 (psi) (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (6) Available pressure at source node SOURCE under full flow conditions is 50.44 psi with a flow of 701.33 gpm. (7) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVlv BfyVlv GatVlv 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVlv BfyVlv GatVlv AlmChk DPVlv fleX 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 3.314 7.30 25.40 3.80 24.90 10.50 2.00 23.40 23.40 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #4.SDF JOB TITLE: WET SYSTEM #4 (4TH FLOOR) WATER SUPPLY ANALYSISStatic: 52.00 psi Resid: 49.00 psi Flow: 1000.0 gpm-14.70.030.060.090.0120.0150.0180.02003004005006007008009001000FLOW (GPM)) Dashed Lines indicate extrapolated values from Test Results Site pressures are based on hose stream deduction at the sourceGAUGE PRESSURE (psi)AE12B34F-1CD456LEGEND1A 2A1Pressure available at source49.83 psi @ 588.9 gpm2Pressure required at source20.00 psi @ 588.9 gpm3Pressure available from pump95.64 psi @ 338.7 gpm4Pressure required from pump85.90 psi @ 338.7 gpm5Total Pressure available at pump dschg.137.20 psi @ 338.7 gpm6Total Pressure required at pump dschg.84.50 psi @ 338.7 gpm1AAvail. OnSite Demand Press.50.87 psi @ 338.9 gpm2AReq. OnSite Demand Press.20.00 psi @ 338.9 gpmA. Source Supply CurveB. Net Pump Discharge CurveD. System Demand CurveE. Available at SourceF. Available at Pump SuctionRECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/19/2018 FILE\HYDRAULIC CALCULATIONS\HASS FILES\WET SYSTEM #4.SDF JOB TITLE: WET SYSTEM #4 (4TH FLOOR) WATER SUPPLY CURVE 60+ | | | 55+ | *\\\\\\\\\\\\\\\\\\\\\ | \\0\\\\\\\\\\\\\\\\\\\ 50+ \\\\\\\\\\\\\\\\\\\\\ | 49.0 psi @ 1000 gpm-> * | Flow Test Point | 45+ | | | P 40+ R | E | S | S 35+ U | R | E | 30+ ( | P | S | I 25+ ) | | | 20+ X | | | 15+ | | |============================== 10+ LEGEND " | " | X = Required Water Supply " | 20.00 psi @ 588.9 gpm " 5+ " | 0 = Available Water Supply " | 50.87 psi @ 588.9 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 1 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: WET SYSTEM #4 (4TH FLOOR) Source Nodes Node Tag Elevation Static Residual Flow Hose Stream Pressure Pressure Allowance (ft) (psi) (psi) (gpm) (gpm) SOURCE 317.50 52.0 49.0 1000 250 Node Tag Elevation K Req.Den. Area (ft)(gpm/ft^2)(ft^2) Node Data 401 354.67 5.60 0.200 100.0 402 354.67 5.60 0.200 100.0 403 354.67 5.60 0.200 80.0 404 354.67 5.60 0.200 80.0 405 354.67 5.60 0.200 50.0 406 354.67 5.60 0.200 50.0 407 355.33 5.60 0.200 60.0 408 355.92 5.60 0.200 80.0 409 355.92 5.60 0.200 80.0 410 355.92 5.60 0.200 80.0 411 354.67 5.60 0.200 60.0 412 356.75 5.60 0.200 50.0 413 356.75 5.60 0.200 50.0 414 356.08 5.60 0.200 50.0 415 355.00 5.60 0.200 50.0 416 356.50 5.60 0.200 100.0 417 357.00 5.60 0.200 115.0 1 354.67 0.00 0.000 0.0 2 354.17 0.00 0.000 0.0 3 355.92 0.00 0.000 0.0 4 354.17 0.00 0.000 0.0 5 356.75 0.00 0.000 0.0 6 354.17 0.00 0.000 0.0 7 358.00 0.00 0.000 0.0 8 356.17 0.00 0.000 0.0 20 353.92 0.00 0.000 0.0 30 343.92 0.00 0.000 0.0 40 324.50 0.00 0.000 0.0 TOR4 324.50 0.00 0.000 0.0 BOR4 317.08 0.00 0.000 0.0 R1 316.08 0.00 0.000 0.0 P1 316.08 0.00 0.000 0.0 P2 316.08 0.00 0.000 0.0 BF1 316.50 0.00 0.000 0.0 BF2 316.50 0.00 0.000 0.0 FLNG 315.00 0.00 0.000 0.0 SOURCE 317.5 SOURCE 0.000 0.0 Pipe Data Pipe Tag End Node Tags Length Fittings Diameter HWC (ft) (ft) (in) 1 SOURCE FLNG 62.00 3ETG 6.160 (D6.000) 140 2 FLNG BF2 3.17 2E 6.357 ( 6.000) 120 3 BF2 BF1 Fixed Loss Device -9.0 psi 4 BF1 P2 25.00 4E2FG 6.357 ( 6.000) 120 5 P2 P1 User Pump 6 P1 R1 0.50 0.0 4.298 ( 4.000) 120 7 R1 BOR4 10.58 ETCB 6.357 ( 6.000) 120 8 BOR4 TOR4 7.42 TB 3.314 ( 3.000) 100 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 2 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: WET SYSTEM #4 (4TH FLOOR) 9 TOR4 40 12.67 3E 3.314 ( 3.000) 100 10 40 30 19.42 E 3.314 ( 3.000) 100 11 30 20 55.92 4E 3.314 ( 3.000) 100 12 20 8 199.42 4E 3.314 ( 3.000) 100 13 8 6 9.50 2E 3.314 ( 3.000) 100 14 6 4 5.00 0.0 3.314 ( 3.000) 100 15 4 2 7.50 0.0 3.314 ( 3.000) 120 16 8 7 1.83 T 1.710 ( 1.500) 120 17 6 5 2.75 T 1.710 ( 1.500) 120 18 4 3 1.75 T 1.710 ( 1.500) 120 19 2 1 0.50 T 1.710 ( 1.500) 120 20 7 417 1.17 T 1.710 ( 1.500) 100 21 7 416 8.50 TF 1.710 ( 1.500) 120 22 5 414 7.00 TF 1.710 ( 1.500) 120 23 414 415 6.58 T 1.710 ( 1.500) 120 24 5 413 1.83 TF 1.710 ( 1.500) 120 25 413 412 7.50 0.0 1.710 ( 1.500) 120 26 3 410 6.17 T 1.710 ( 1.500) 120 27 410 411 10.50 2E 1.710 ( 1.500) 120 28 3 409 1.83 0.0 1.710 ( 1.500) 120 29 409 408 8.00 0.0 1.710 ( 1.500) 120 30 408 407 8.00 2E 1.710 ( 1.500) 120 31 407 406 4.00 0.0 1.710 ( 1.500) 120 32 1 403 1.67 T 1.710 ( 1.500) 120 33 403 404 8.00 0.0 1.710 ( 1.500) 120 34 404 405 6.00 0.0 1.710 ( 1.500) 120 35 1 402 6.83 T 1.710 ( 1.500) 120 36 402 401 10.00 0.0 1.710 ( 1.500) 120 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 3 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: WET SYSTEM #4 (4TH FLOOR) RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/19/2018SIGN FILE\HYDRAULIC CALCULATIONS\HASS FILES\STANDPIPE.SDF JOB TITLE: STANDPIPE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) FDC (N/A) 175.0 (N/A) 175.0 750.0 147.4 Available pressure is 27.6 psi (16%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 750.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 750.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 0.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SP1 344.2 HOSE STREAM 100.0 500.0 SP2 333.8 - - - - 106.8 - - - SP3 333.8 - - - - 124.8 - - - SP4 324.5 HOSE STREAM 134.2 250.0 SPTR 324.5 - - - - 135.4 - - - SPBR 317.1 - - - - 143.8 - - - SP5 315.0 - - - - 146.8 - - - FDC 317.5 SOURCE 147.4 750.0 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/19/2018SIGN FILE\HYDRAULIC CALCULATIONS\HASS FILES\STANDPIPE.SDF JOB TITLE: STANDPIPE 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 -500.0 4.298 PL 10.50 PF 2.2 SP1 344.2 H.S. 100.0 500.0 11.1 120 FTG T PE 4.5 SP2 333.8 0.0 106.8 0.0 0.052 TL 42.40 PV Pipe: 2 -500.0 4.298 PL 280.00 PF 18.0 SP2 333.8 0.0 106.8 0.0 11.1 120 FTG 7E PE 0.0 SP3 333.8 0.0 124.8 0.0 0.052 TL 345.10 PV Pipe: 3 -500.0 4.298 PL 36.58 PF 5.4 SP3 333.8 0.0 124.8 0.0 11.1 120 FTG 3ETB PE 4.0 SP4 324.5 H.S. 134.2 250.0 0.052 TL 104.18 PV Pipe: 4 -750.0 4.298 PL 1.08 PF 1.1 SP4 324.5 H.S. 134.2 250.0 16.6 120 FTG E PE 0.0 SPTR 324.5 0.0 135.4 0.0 0.111 TL 10.38 PV Pipe: 5 -750.0 4.298 PL 7.42 PF 5.2 SPTR 324.5 0.0 135.4 0.0 16.6 120 FTG TB PE 3.2 SPBR 317.1 0.0 143.8 0.0 0.111 TL 47.12 PV Pipe: 6 -750.0 6.357 PL 9.17 PF 2.1 SPBR 317.1 0.0 143.8 0.0 7.6 120 FTG 2TC PE 0.9 SP5 315.0 0.0 146.8 0.0 0.016 TL 130.17 PV Pipe: 7 -750.0 6.160 PL 65.00 PF 1.6 SP5 315.0 0.0 146.8 0.0 8.1 140 FTG 4E PE -1.1 FDC 317.5 SRCE 147.4 (N/A) 0.014 TL 113.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 27081573 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 0.001 gpm and a maximum imbalance at any node of 0.001 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.6 ft/sec at pipe 4. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node FDC under full flow conditions is RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/19/2018SIGN FILE\HYDRAULIC CALCULATIONS\HASS FILES\STANDPIPE.SDF JOB TITLE: STANDPIPE 175.00 psi with a flow of 749.95 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVlv BfyVlv GatVlv 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVlv BfyVlv GatVlv AlmChk DPVlv fleX 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/19/2018SIGN FILE\HYDRAULIC CALCULATIONS\HASS FILES\STANDPIPE.SDF JOB TITLE: STANDPIPE WATER SUPPLY ANALYSISFixed Source Pressure: 175.00 psi-14.70.030.060.090.0120.0150.0180.0160240320400480560640720800FLOW (GPM)) Dashed Lines indicate extrapolated values from Test Results Site pressures are based on hose stream deduction at the sourceGAUGE PRESSURE (psi)A12BLEGEND1Available pressure175.00 psi @ 750.0 gpm2Required pressure 147.37 psi @ 750.0 gpmA. Source Supply CurveB. System Demand CurveRECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/19/2018SIGN FILE\HYDRAULIC CALCULATIONS\HASS FILES\STANDPIPE.SDF JOB TITLE: STANDPIPE WATER SUPPLY CURVE 180+ *\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\0\\\\\\\\\\\\\\\\\\\\\\\\\\ | | 165+ | | | 150+ | X | | 135+ | | | P120+ R | E | S | S105+ U | R | E | 90+ ( | P | S | I 75+ ) | | | 60+ | | | 45+ | | |============================== 30+ LEGEND " | " | X = Required Water Supply " | 147.37 psi @ 750.0 gpm " 15+ " | 0 = Available Water Supply " | 175.00 psi @ 750.0 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 1 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: STANDPIPE Source Nodes Node Tag Elevation Static Residual Flow Hose Stream Pressure Pressure Allowance (ft) (psi) (psi) (gpm) (gpm) FDC 317.50 (N/A) 175.0 (N/A) 0 Node Tag Elevation K Req.Den. Area (ft)(gpm/ft^2)(ft^2) Node Data SP1 344.25 -500.00 0.000 0.0 SP2 333.75 0.00 0.000 0.0 SP3 333.75 0.00 0.000 0.0 SP4 324.50 -250.00 0.000 0.0 SPTR 324.50 0.00 0.000 0.0 SPBR 317.08 0.00 0.000 0.0 SP5 315.00 0.00 0.000 0.0 FDC 317.5 SOURCE 0.000 0.0 Pipe Data Pipe Tag End Node Tags Length Fittings Diameter HWC (ft) (ft) (in) 1 SP1 SP2 10.50 T 4.298 ( 4.000) 120 2 SP2 SP3 280.00 7E 4.298 ( 4.000) 120 3 SP3 SP4 36.58 3ETB 4.298 ( 4.000) 120 4 SP4 SPTR 1.08 E 4.298 ( 4.000) 120 5 SPTR SPBR 7.42 TB 4.298 ( 4.000) 120 6 SPBR SP5 9.17 2TC 6.357 ( 6.000) 120 7 SP5 FDC 65.00 4E 6.160 (D6.000) 140 RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376 SPRINKLER SYSTEM INPUT DATA Page 2 DATE: 11/19/2018G:\SOUTH PUGET SOUND\TEAM2\JOB FILES\TC18101 TO TC18125\TC18111 STOR HOUS JOB TITLE: STANDPIPE RECEIVED 11/19/2018 striplett BUILDING DIVISION F18006376