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" FPS2o 19-oo140 logo S!n/ (�S�'PKWY PATRIOT 4708 NE MINNEHAHA ST VANCOUVER,WA 98661 FIRE PROTECTION TEL(360)699-4403 FAX(360)699-4485 Red Rock Creek Commons HYDRAULIC CALCULATIONS JOB # 31-1451 MOO 331dao TACOMA,WA OFFICE www.patriotfire.com SPOKANE,WA OFFICE TEL(253)926-2290 PATRIFP099CF TEL(509)926-3428 FAX(253)922-6150 FAX(509)926-3708 • PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, HYDRAULIC CALCULATIONS FOR Red Rock Creek Commons Attic FILE NUMBER: 31-1451 DATE: NOV 26, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: 0.10 gpm/sq. ft. AREA OF APPLICATION: 1105 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 7 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 160.2 gpm TOTAL WATER REQUIRED (including hose) : 260.2 gpm FLOW AND PRESSURE (@ BOR) : 160.2 gpm @ 73.9 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Patriot Fire Protection DESIGN/LAYOUT BY: Jake Trenda AUTHORITY HAVING JURISDICTION: City of Tigard CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/26/2019ED ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\ATTIC.SDF JOB TITLE: RRCC Attic 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 84.4 68.6 1938.6 84.0 260.2 79.0 -Available pressure is 5.0 psi (6%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 260.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 160.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 401 44.5 K= 5.60 16.5 22.8 402 44.5 K= 5.60 16.3 22.6 403 44.5 K= 5.60 16.1 22.5 404 44.5 K= 5.60 16.8 23.0 405 44.5 K= 5.60 16.6 22.8 406 44.5 K= 5.60 16.6 22.8 407 44.5 K= 5.60 18.0 23.8 1 41.8 - - - - 27.5 - - - 2 41.8 - - - - 32.8 - - - 3 41.8 - - - - 27.1 - - - 4 41.8 - - - - 33.0 - - - 5 41.8 - - - - 25.7 - - - 6 41.8 - - - - 22.6 - - - 7 41.8 - - - - 22.4 - - - 8 41.8 - - - - 22.7 - - - 9 41.8 - - - - 33.0 - - - 10 41.8 - - - - 17.9 - - - 11 41.8 - - - - 17.7 - - - 12 41.8 - - - - 17.7 - - - 13 41.8 - - - - 17.6 - - - 14 41.8 - - - - 18.3 - - - 15 41.8 - - - - 18.1 - - - 16 41.8 - - - - 18.1 - - - 17 41.8 - - - - 18.0 - - - 18 41.8 - - - - 20.8 - - - 19 41.8 - - - - 19.4 - - - 20 41.8 - - - - 19.4 - - - 21 41.8 - - - - 20.5 - - - 22 41.8 - - - - 21.1 - - - 23 41.8 - - - - 30.6 - - - 24 41.8 - - - - 32.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/26/2019ED ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\ATTIC.SDF JOB TITLE: RRCC Attic NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 25 41.8 - - - - 32.6 - - - 26 41.8 - - - - 33.5 - - - 27 41.8 - - - - 39.4 - - - RA 37.0 - - - - 53.4 - - - RB 26.8 - - - - 57.9 - - - RC 1.3 - - - - 69.0 - - - TOR -1.8 - - - - 70.8 - - - BOR -8.5 - - - - 73.9 - - - BF -8.5 - - - - 74.0 - - - BF1 -8.5 - - - - 79.0 - - - SOURCE -8.5 SOURCE 79.0 160.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/26/2019ED ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\ATTIC.SDF JOB TITLE: RRCC Attic 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 -22.8 1.101 PL 2.75 PF 0.2 401 44.5 5.6 16.5 22.8 7.7 150 FTG ---- PE 1.2 _ 10 41.8 0.0 17.9 0.0 0.086 TL 2.75 PV Pipe: 2 -22.6 1.101 PL 2.75 PF 0.2 402 44.5 5.6 16.3 22.6 7.6 150 FTG ---- PE 1.2 11 41.8 0.0 17.7 0.0 0.085 TL 2.75 PV Pipe: 3 -22.5 1.101 PL 2.75 PF 0.2 403 44.5 5.6 16.1 22.5 7.6 150 FTG ---- PE 1.2 13 41 .8 0.0 17.6 0.0 0.085 TL 2.75 PV Pipe: 4 -23.0 1.101 PL 2.75 PF 0.2 404 44 .5 5.6 16.8 23.0 7.7 150 FTG ---- PE 1.2 14 41.8 0.0 18.3 0.0 0.088 TL 2.75 PV Pipe: 5 -22.8 1.101 PL 2.75 PF 0.2 405 44.5 5.6 16.6 22.8 7.7 150 FTG ---- PE 1.2 15 41.8 0.0 18.1 0.0 0.087 TL 2.75 PV Pipe: 6 -22.8 1.101 PL 2.75 PF 0.2 . 406 44.5 5.6 16. 6 22.8 7.7 150 FTG ---- PE 1.2 17 41.8 0.0 18 .0 0.0 0.087 TL 2.75 PV Pipe: 7 -23.8 1.101 PL 2.75 PF 0.3 407 44.5 5. 6 18.0 23.8 8.0 150 FTG ---- PE 1.2 19 41.8 0.0 19.4 0.0 0.094 TL 2.75 PV Pipe: 8 -28.2 1.394 PL 123.92 PF 5.4 1 41.8 0.0 27.5 0.0 5.9 150 FTG E PE 0.0 2 41.8 0.0 32.8 0.0 0.041 TL 131.92 PV Pipe: 9 -31.5 1.394 PL 111.25 PF 6.0 3 41.8 0.0 27.1 0. 0 6.6 150 FTG E PE 0.0 4 41.8 0.0 33.0 0. 0 0.050 TL 119.25 PV Pipe: 10 59.7 1.394 PL 18.83 PF 3.1 5 41.8 0.0 25.7 0.0 12.5 150 FTG ---- PE 0.0 6 41.8 0.0 22.6 0.0 0.163 TL 18.83 PV Pipe: 11 19.2 1.394 PL 11.00 PF 0.2 6 41.8 0.0 22.6 0.0 4.0 150 FTG ---- PE 0.0 7 41.8 0.0 22.4 0.0 0.020 TL 11.00 PV Pipe: 12 -19.2 1.394 PL 8.12 PF 0.3 7 41.8 0.0 22.4 0.0 4.0 150 FTG E PE 0.0 8 41.8 0.0 22.7 0.0 0.020 TL 16.12 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/26/2019ED ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\ATTIC.SDF JOB TITLE: RRCC Attic 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 -54.6 1.394 PL 74.42 PF 10.3 8 41.8 0.0 22.7 0.0 11.5 150 FTG ---- PE 0.0 9 41.8 0.0 33.0 0.0 0.138 TL 74.42 PV Pipe: 14 40.5 1.394 PL 50.42 PF 4.7 _ 6 41.8 0.0 22.6 0.0 8.5 150 FTG E PE 0.0 10 41.8 0.0 17.9 0.0 0.080 TL 58.42 PV Pipe: 15 17.8 1.394 PL 15.00 PF 0.3 10 41.8 0.0 17.9 0.0 3.7 150 FTG ---- PE 0.0 11 41.8 0.0 17.7 0.0 0.017 TL 15.00 PV Pipe: 16 -4.8 1.394 PL 10.25 PF 0.0 11 41.8 0.0 17.7 0.0 1.0 150 FTG ---- PE 0.0 12 41.8 0.0 17.7 0.0 0.002 TL 10.25 PV Pipe: 17 22.5 1.394 PL 4.75 PF 0.1 12 41.8 0.0 17.7 0.0 4.7 150 FTG ---- PE 0.0 13 41.8 0.0 17.6 0.0 0.027 TL 4.75 PV Pipe: 18 38.4 1.394 PL 48.83 PF 4.1 7 41.8 0.0 22.4 0.0 8.1 150 FTG E PE 0.0 14 41.8 0.0 18.3 0. 0 0.072 TL 56.83 PV r Pipe: 19 15.4 1.394 PL 15.00 PF 0.2 14 41.8 0.0 18.3 0.0 3.2 150 FTG ---- PE 0.0 15 41.8 0.0 18.1 0.0 0.013 TL 15.00 PV Pipe: 20 -7.5 1.394 PL 10.25 PF 0.0 15 41.8 0.0 18.1 0. 0 1.6 150 FTG ---- PE 0.0 16 41.8 0.0 18.1 0. 0 0.003 TL 10.25 PV Pipe: 21 22.8 1.394 PL 4.75 PF 0.1 16 41. 8 0.0 18.1 0.0 4.8 150 FTG ---- PE 0.0 17 41.8 0.0 18.0 0.0 0.027 TL 4.75 PV Pipe: 22 35.3 1.394 PL 30.25 PF 1.9 8 41.8 0.0 22.7 0.0 7.4 150 FTG ---- PE 0.0 18 41.8 0.0 20.8 0.0 0.062 TL 30.25 PV Pipe: 23 26.0 1.394 PL 39.25 PF 1.4 18 41.8 0.0 20.8 0.0 5.5 150 FTG ---- PE 0.0 19 41.8 0.0 19.4 0.0 0.035 TL 39.25 PV Pipe: 24 2.2 1.394 PL 3.83 PF 0.0 19 41.8 0.0 19.4 0. 0 0.5 150 FTG ---- PE 0.0 20 41.8 0.0 19.4 0. 0 0.000 TL 3.83 PV Pipe: 25 9.4 1.394 PL 50.54 PF 0.3 18 41.8 0.0 20.8 0.0 2.0 150 FTG E PE 0.0 21 41.8 0.0 20.5 0.0 0.005 TL 58.54 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/26/2019ED ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\ATTIC.SDF JOB TITLE: RRCC Attic 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 -46.0 1.394 PL 63.38 PF 9.6 .22 41.8 0.0 21. 1 0.0 9.7 150 FTG 4E PE 0.0 23 41.8 0.0 30. 6 0.0 0.100 TL 95.38 PV Pipe: 27 -25.2 1.394 PL 52.58 PF 1.7 23 41.8 0.0 30.6 0.0 5.3 150 FTG ---- PE 0.0 24 41.8 0.0 32.4 0.0 0.033 TL 52.58 PV Pipe: 28 -20.8 1.394 PL 67.83 PF 1.9 23 41.8 0.0 30.6 0.0 4.4 150 FTG 2E PE 0.0 25 41.8 0.0 32.6 0.0 0.023 TL 83.83 PV Pipe: 29 28.2 1.394 PL 10.08 PF 0.4 1 41.8 0.0 27.5 0.0 5.9 150 FTG ---- PE 0.0 3 41.8 0.0 27.1 0.0 0.041 TL 10.08 PV Pipe: 30 59.7 1.394 PL 8.67 PF 1.4 3 41.8 0.0 27.1 0.0 12.5 150 FTG ---- PE 0.0 5 41.8 0.0 25.7 0.0 0.163 TL 8.67 PV Pipe: 31 -27.3 1.394 PL 11.00 PF 0.4 12 41.8 0.0 17.7 0.0 5.7 150 FTG ---- PE 0.0 16 41.8 0.0 18.1 0.0 0.038 TL 11.00 PV Pipe: 32 -57.5 1.394 PL 8.75 PF 1.3 16 41.8 0.0 18.1 0.0 12.1 150 FTG ---- PE 0.0 20 41.8 0.0 19.4 0.0 0.152 TL 8.75 PV Pipe: 33 -55.3 1.394 PL 7.50 PF 1.1 20 41.8 0.0 19.4 0.0 11.6 150 FTG ---- PE 0.0 21 41.8 0.0 20.5 0.0 0.142 TL 7.50 PV Pipe: 34 -46.0 1.394 PL 5.50 PF 0.6 21 41.8 0.0 20.5 0.0 9.7 150 FTG ---- PE 0.0 22 41.8 0.0 21.1 0.0 0.100 TL 5.50 PV Pipe: 35 -28.2 1.598 PL 10.00 PF 0.2 2 41.8 0.0 32.8 0.0 4.5 150 FTG ---- PE 0.0 4 41.8 0.0 33.0 0.0 0.021 TL 10.00 PV Pipe: 36 -59.7 1.598 PL 6.04 PF 0.5 4 41.8 0.0 33.0 0.0 9.5 150 FTG ---- PE 0.0 26 41.8 0.0 33.5 0.0 0.084 TL 6.04 PV Pipe: 37 100.5 1.598 PL 2.67 PF 0.6 26 41.8 0.0 33.5 0.0 16.1 150 FTG ---- PE 0.0 9 41.8 0.0 33.0 0.0 0.220 TL 2.67 PV Pipe: 38 46.0 1.598 PL 7.29 PF 0.4 .8 41.8 0.0 33.0 0.0 7.4 150 FTG ---- PE 0.0 25 41.8 0.0 32.6 0.0 0.052 TL 7.29 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/26/2019ED ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\ATTIC.SDF JOB TITLE: RRCC Attic 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 25.2 1.598 PL 11.58 PF 0.2 25 41.8 0.0 32.6 0.0 4.0 150 FTG ---- PE 0.0 24 41.8 0.0 32.4 0.0 0.017 TL 11.58 PV Pipe: 40 -160.2 1.598 PL 11.17 PF 5.8 26 41.8 0.0 33.5 0.0 25.6 150 FTG ---- PE 0.0 27 41.8 0.0 39.4 0.0 0.521 TL 11.17 PV Pipe: 41 -160.2 1.598 PL 5.92 PF 11.9 27 41.8 0.0 39.4 0.0 25.6 150 FTG TECB PE 2.1 RA 37.0 0.0 53.4 0.0 0.521 TL 22.92 PV Pipe: 42 -160.2 4.260 PL 10.25 PF 0.1 RA 37.0 0.0 53.4 0.0 3.6 120 FTG ---- PE 4.4 RB 26.8 0.0 57.9 0.0 0.007 TL 10.25 PV Pipe: 43 -160.2 4.260 PL 25.42 PF 0.2 RB 26.8 0.0 57.9 0.0 3.6 120 FTG ---- PE 11.0 RC 1.3 0.0 69.0 0.0 0.007 TL 25.42 PV Pipe: 44 -160.2 4.260 PL 6.58 PF 0.4 RC 1.3 0.0 69.0 0.0 3.6 120 FTG 4E PE 1.4 TOR -1.8 0.0 70.8 0.0 0.007 TL 58.58 PV Pipe: 45 -160.2 4.260 PL 6.67 PF 0.2 TOR -1.8 0.0 70.8 0.0 3.6 120 FTG C PE 2.9 BOR -8.5 0.0 73.9 0.0 0.007 TL 35.67 PV Pipe: 46 -160.2 6.280 PL 55.00 PF 0.1 BOR -8.5 0.0 73.9 0.0 1.7 140 FTG 2E PE 0.0 BF -8.5 0.0 74.0 0.0 0.001 TL 99.00 PV Pipe: 47 FIXED PRESSURE LOSS DEVICE BF1 -8.5 0.0 79.0 0.0 5.0 psi, 160.2 gpm BF -8.5 0.0 74.0 0.0 Pipe: 48 -160.2 6.280 PL 15.00 PF 0.0 BF1 -8.5 0.0 79.0 0.0 1.7 140 FTG T PE 0.0 SOURCE -8.5 SRCE 79.0 (N/A) 0.001 TL 62.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 3808132120 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/26/2019ED ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\ATTIC.SDF JOB TITLE: RRCC Attic (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 0.091 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.6 ft/sec at pipe 40. _ (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 83.99 psi with a flow of 268.19 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: PATRIOT.PIP PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyViv GatVly AlmChk DPV1v NPTee F 45el1 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 5.00 PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) T E F R C B Tee Ell 45el1 RunTee ChkVa BFV 1.101 5.00 7.00 1.00 1.00 0.00 0.00 1.394 6.00 8.00 2.00 1.00 0.00 0.00 1.598 8.00 9.00 2.00 1.00 0.00 0.00 PAGE: U MATERIAL: D-Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45el1 F 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 11/26/2019ED ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\ATTIC.SDF JOB TITLE: RRCC Attic WATER SUPPLY ANALYSIS Static: 84.40 psi Resid: 68.60 psi Flow: 1938.6 gpm 100.0 LEGEND 1A_ 1 "Available pressure 80.0 2A? 84.02 psi @ 260.2 gpm G A 2 •Required pressure U ♦ • 79.05 psi @ 260.2 gpm G E 60.0 1A "'Avail. OnSite Demand Press. 84.02 psi @ 160.2 gpm P „ R 2A 11 Req. OnSite Demand Press. E S 79.05 psi @ 160.2 gpm 40.0 S A. Source Supply Curve U R B. System Demand Curve E C. Available at Source ( 20.0 p s i -14.7 , 1 1 I 1 1 I 1 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 11/26/2019ED ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\ATTIC.SDF JOB TITLE: RRCC Attic WATER SUPPLY CURVE 96+ 88+ *0\\\\\\ I \\\\\\\\ 80+X \\\\\\\ I \\\\\\\\ \\\\\\\\ I \\\\\\\ 72+ \\\\\\\\ I \\\\\\\ I 68.6 psi @ 1939 gpm-> * Flow Test Point P 64+ R I E I S I S 56+ U I R I E I 48+ P I S I I 40+ I 32+ 24+ 16+ LEGEND 1 1 X = Required Water Supply I 79.05 psi @ 260.2 gpm " 8+ I 0 = Available Water Supply " 1 84.02 psi @ 260.2 gpm 'i 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, HYDRAULIC CALCULATIONS FOR Red Rock Creek Commons L4 Cooridor FILE NUMBER: 31-1451 DATE: NOV 26, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: 0.10 gpm/sq. ft. AREA OF APPLICATION: (5 Sprinklers) COVERAGE PER SPRINKLER: 77.5 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 111.0 gpm TOTAL WATER REQUIRED (including hose) : 211.0 gpm FLOW AND PRESSURE (@ BOR) : 111.0 gpm @ 59.0 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Patriot Fire Protection DESIGN/LAYOUT BY: Jake Trenda AUTHORITY HAVING JURISDICTION: City of Tigard CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/26/2019CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\COORIDOR CALC.SDF JOB TITLE: RRCC Cooridoor 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 84.4 68.6 1938.6 84.1 211.0 64.0 Available pressure is 20.1 psi (24%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 211.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 111.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) C01 40.7 K= 4.90 21.1 22.5 CO2 40.7 K= 4.90 20.4 22.1 CO3 40.7 K= 4.90 20.1 22.0 C04 40.7 K= 4.90 20.1 22.0 C05 40.7 K= 4.90 20.9 22.4 1 41.8 - - - - 24.9 - - - 2 41.8 - - - - 27.4 - - - 3 41.8 - - - - 24.7 - - - 4 41.8 - - - - 27.5 - - - 5 41.8 - - - - 24.0 - - - 6 41.8 - - - - 22.6 - - - 7 41.8 - - - - 22.2 - - - 8 41.8 - - - - 22.2 - - - 9 41.8 - - - - 27.5 - - - 12 41.8 - - - - 21.3 - - - 16 41.8 - - - - 21.2 - - - 18 41.8 - - - - 19.9 - - - 20 41.8 - - - - 20.7 - - - 21 41.8 - - - - 20.8 - - - 22 41.8 - - - - 21.1 - - - 23 41.8 - - - - 26.2 - - - 24 41.8 - - - - 27.2 - - - 25 41.8 - - - - 27.3 - - - 26 41.8 - - - - 27.8 - - - 27 41.8 - - - - 30.7 - - - RA 37.0 - - - - 38.8 - - - RB 26.8 - - - - 43.3 - - - _ RC 1.3 - - - - 54.4 - - - TOR -1.8 - - - - 56.0 - - - BOR -8.5 - - - - 59.0 - - - BF -8.5 - - - - 59.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/26/2019CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\COORIDOR CALC.SDF JOB TITLE: RRCC Cooridoor NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BF1 -8.5 - - - - 64.0 - - - _ SOURCE -8.5 SOURCE 64.0 111.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/26/2019CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\COORIDOR CALC.SDF JOB TITLE: RRCC Cooridoor 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 -18.9 1.394 PL 123.92 PF 2.6 1 41.8 0.0 24.9 0.0 4.0 150 FTG E PE 0.0 2 41.8 0.0 27.4 0.0 0.019 TL 131.92 PV Pipe: 2 -21.1 1.394 PL 111.25 PF 2.8 3 41.8 0.0 24.7 0.0 4 .4 150 FTG E PE 0.0 4 41.8 0.0 27.5 0.0 0.024 TL 119.25 PV Pipe: 3 40.0 1.394 PL 18.83 PF 1.5 5 41.8 0.0 24.0 0.0 8.4 150 FTG ---- PE 0.0 6 41.8 0.0 22.6 0.0 0.078 TL 18.83 PV Pipe: 4 23.8 1.394 PL 11.00 PF 0.3 6 41.8 0.0 22.6 0.0 5.0 150 FTG ---- PE 0.0 7 41.8 0.0 22.2 0. 0 0.030 TL 11.00 PV Pipe: 5 8.6 1.394 PL 8.12 PF 0.1 7 41.8 0.0 22.2 0.0 1.8 150 FTG E PE 0.0 8 41.8 0.0 22.2 0.0 0.004 TL 16.12 PV Pipe: 6 -38.2 1.394 PL 74.42 PF 5.3 8 41.8 0.0 22.2 0.0 8.0 150 FTG ---- PE 0.0 9 41.8 0.0 27.5 0.0 0.071 TL 74.42 PV Pipe: 7 16.3 1.394 PL 75.67 PF 1.2 6 41.8 0.0 22.6 0.0 3.4 150 FTG E PE 0.0 12 41.8 0.0 21.3 0.0 0.015 TL 83.67 PV Pipe: 8 15.2 1.394 PL 74.08 PF 1.1 7 41.8 0.0 22.2 0.0 3.2 150 FTG E PE 0.0 16 41.8 0.0 21.2 0.0 0.013 TL 82.08 PV Pipe: 9 46.8 1.394 PL 6.33 PF 1.5 8 41.8 0.0 22.2 0.0 9.8 150 FTG E PE 0.5 COl 40.7 4.9 21.1 22.5 0.104 TL 14.33 PV Pipe: 10 24.3 1.394 PL 16.00 PF 0.7 COl 40.7 4. 9 21.1 22.5 5.1 150 FTG E PE 0.0 CO2 40.7 4.9 20.4 22.1 0.031 TL 24.00 PV Pipe: 11 2.1 1.394 PL 7.92 PF 0.0 CO2 40.7 4.9 20.4 22.1 0.4 150 FTG E PE -0.5 18 41.8 0.0 19.9 0.0 0.000 TL 15.92 PV Pipe: 12 18.9 1.394 PL 8.08 PF 0.3 18 41.8 0.0 19.9 0.0 4.0 150 FTG E PE 0.5 CO3 40.7 4.9 20.1 22.0 0.019 TL 16.08 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/26/2019CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\COORIDOR CALC.SDF JOB TITLE: RRCC Cooridoor 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 -3.0 1.394 PL 16.00 PF 0.0 - CO3 40.7 4.9 20.1 22.0 0.6 150 FTG E PE 0.0 C04 40.7 4.9 20.1 22.0 0.001 TL 24.00 PV Pipe: 14 -25.0 1.394 PL 16.00 PF 0.8 C04 40.7 4.9 20.1 22.0 5.3 150 FTG E PE 0.0 C05 40.7 4.9 20.9 22.4 0.033 TL 24.00 PV Pipe: 15 -47.4 1.394 PL 3.00 PF 0.3 C05 40.7 4.9 20.9 22.4 10.0 150 FTG ---- PE -0.5 20 41.8 0.0 20.7 0.0 0.106 TL 3.00 PV Pipe: 16 -16.8 1.394 PL 50.54 PF 0.9 18 41.8 0.0 19. 9 0.0 3.5 150 FTG E PE 0.0 21 41.8 0.0 20.8 0.0 0.016 TL 58.54 PV Pipe: 17 -32.7 1.394 PL 63.38 PF 5.1 22 41.8 0.0 21.1 0.0 6.9 150 FTG 4E PE 0.0 23 41.8 0.0 26.2 0.0 0.054 TL 95.38 PV - Pipe: 18 -17.9 1.394 PL 52.58 PF 0.9 23 41.8 0.0 26.2 0.0 3.8 150 FTG ---- PE 0.0 24 41.8 0.0 27.2 0. 0 0.018 TL 52.58 PV Pipe: 19 -14.8 1.394 PL 67.83 PF 1.0 23 41.8 0.0 26.2 0.0 3.1 150 FTG 2E PE 0.0 25 41.8 0.0 27.3 0.0 0.012 TL 83.83 PV Pipe: 20 18.9 1.394 PL 10.08 PF 0.2 1 41.8 0.0 24.9 0.0 4.0 150 FTG ---- PE 0.0 3 41.8 0.0 24.7 0.0 0.019 TL 10.08 PV Pipe: 21 40.0 1.394 PL 8.67 PF 0.7 3 41.8 0.0 24.7 0.0 8.4 150 FTG ---- PE 0.0 5 41.8 0.0 24.0 0.0 0.078 TL 8.67 PV Pipe: 22 16.3 1.394 PL 11.00 PF 0.2 12 41.8 0.0 21.3 0. 0 3.4 150 FTG ---- PE 0.0 16 41.8 0.0 21.2 0.0 0.015 TL 11.00 PV Pipe: 23 31.5 1.394 PL 8.75 PF 0.4 16 41.8 0.0 21.2 0.0 6.6 150 FTG ---- PE 0.0 20 41.8 0.0 20.7 0.0 0.050 TL 8.75 PV Pipe: 24 -15.9 1.394 PL 7.50 PF 0.1 20 41.8 0.0 20.7 0.0 3.4 150 FTG ---- PE 0.0 -21 41.8 0.0 20.8 0.0 0.014 TL 7.50 PV Pipe: 25 -32.7 1.394 PL 5.50 PF 0.3 21 41.8 0.0 20.8 0.0 6.9 150 FTG ---- PE 0.0 22 41.8 0.0 21.1 0.0 0.054 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/26/2019CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\COORIDOR CALC.SDF JOB TITLE: RRCC Cooridoor 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 -18.9 1.598 PL 10.00 PF 0.1 2 41.8 0.0 27.4 0.0 3.0 150 FTG ---- PE 0.0 4 41.8 0.0 27.5 0.0 0.010 TL 10.00 PV Pipe: 27 -40.0 1.598 PL 6.04 PF 0.2 , 4 41.8 0.0 27.5 0.0 6.4 150 FTG ---- PE 0.0 26 41.8 0.0 27.8 0.0 0.040 TL 6.04 PV Pipe: 28 71.0 1.598 PL 2.67 PF 0.3 26 41.8 0.0 27.8 0.0 11.4 150 FTG ---- PE 0.0 9 41.8 0.0 27.5 0.0 0.115 TL 2.67 PV Pipe: 29 32.7 1.598 PL 7.29 PF 0.2 9 41.8 0.0 27.5 0.0 5.2 150 FTG ---- PE 0.0 25 41.8 0.0 27.3 0.0 0.028 TL 7.29 PV Pipe: 30 17.9 1.598 PL 11.58 PF 0.1 25 41.8 0.0 27.3 0.0 2.9 150 FTG ---- PE 0.0 24 41.8 0.0 27.2 0.0 0.009 TL 11.58 PV Pipe: 31 -111.0 1.598 PL 11.17 PF 2.9 _ 26 41.8 0.0 27.8 0.0 17.8 150 FTG ---- PE 0.0 27 41.8 0.0 30.7 0.0 0.264 TL 11.17 PV Pipe: 32 -111.0 1.598 PL 5.92 PF 6.0 27 41.8 0.0 30.7 0.0 17.8 150 FTG TECB PE 2.1 RA 37.0 0.0 38.8 0.0 0.264 TL 22.92 PV Pipe: 33 -111.0 4.260 PL 10.25 PF 0.0 RA 37.0 0.0 38.8 0.0 2.5 120 FTG ---- PE 4.4 RB 26.8 0.0 43.3 0.0 0.003 TL 10.25 PV Pipe: 34 -111.0 4.260 PL 25.42 PF 0.1 RB 26.8 0.0 43.3 0.0 2.5 120 FTG ---- PE 11.0 RC 1.3 0.0 54.4 0.0 0.003 TL 25.42 PV Pipe: 35 -111.0 4.260 PL 6.58 PF 0.2 RC 1.3 0.0 54.4 0.0 2.5 120 FTG 4E PE 1.4 TOR -1.8 0.0 56.0 0. 0 0.003 TL 58.58 PV Pipe: 36 -111.0 4.260 PL 6.67 PF 0.1 TOR -1.8 0.0 56.0 0. 0 2.5 120 FTG C PE 2.9 BOR -8.5 0.0 59.0 0. 0 0.003 TL 35.67 PV Pipe: 37 -111.0 6.280 PL 55.00 PF 0.0 BOR -8.5 0.0 59.0 0.0 1.1 140 FTG 2E PE 0.0 BF -8.5 0.0 59.0 0.0 0.000 TL 99.00 PV Pipe: 38 FIXED PRESSURE LOSS DEVICE BF1 -8.5 0.0 64.0 0.0 5.0 psi, 111.0 gpm _ BF -8.5 0.0 59.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/26/2019CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\COORIDOR CALC.SDF JOB TITLE: RRCC Cooridoor 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 -111.0 6.280 PL 15.00 PF 0.0 -BF1 -8.5 0.0 64.0 0.0 1.1 140 FTG T PE 0.0 SOURCE -8.5 SRCE 64.0 (N/A) 0.000 TL 62.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 3808132120 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 0.051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.8 ft/sec at pipe 31. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 84.07 psi with a flow of 238.31 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: PATRIOT.PIP PAGE: B MATERIAL: SchlO HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45ell 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/26/2019CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\COORIDOR CALC.SDF JOB TITLE: RRCC Cooridoor PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) T E F R C B Tee Ell 45e11 RunTee ChkVa BFV 1.394 6.00 8.00 2.00 1.00 0.00 0.00 1.598 8.00 9.00 2.00 1.00 0.00 0.00 PAGE: U MATERIAL: D-Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 11/26/2019CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\COORIDOR CALC.SDF JOB TITLE: RRCC Cooridoor WATER SUPPLY ANALYSIS Static: 84.40 psi Resid: 68.60 psi Flow: 1938.6 gpm 100.0 LEGEND 1A 1 •Available pressure 80. 0 1 84.14 psi @ 211.0 gpm G A 2 $Required pressure U ` • • 64.05 psi @ 211.0 gpm G 2A' E 60.0 1A Il Avail. OnSite Demand Press. P 84.14 psi @ 111.0 gpm R 2A "'Req. OnSite Demand Press. E S 64.05 psi @ 111.0 gpm 40.0 S A. Source Supply Curve U R B. System Demand Curve E C. Available at Source ( 20.0 p s i 0.0 111.1 -14.7 I I I I I I I I 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) _Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 11/26/2019CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\COORIDOR CALC.SDF JOB TITLE: RRCC Cooridoor WATER SUPPLY CURVE 96+ 88+ *0\\\\\\ I \\\\\\\\ 80+ \\\\\\\ I \\\\\\\\ \\\\\\\\ \\\\\\\ 72+ \\\\\\\\ \\\\\\\ 68.6 psi @ 1939 gpm-> * Flow Test Point P 64+X R I E I S 1 S 56+ U I R I E I 48+ P S I I 40+ 32+ 24+ 16+ LEGEND it I X = Required Water Supply I 64.05 psi @ 211.0 gpm 8+ I 0 = Available Water Supply " I 84.14 psi @ 211.0 gpm I " 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, HYDRAULIC CALCULATIONS FOR Red Rock Creek Commons Level 3 FILE NUMBER: DATE: NOV 26, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: 0.10 gpm/sq. ft. AREA OF APPLICATION: 460.15 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 80.5 gpm TOTAL WATER REQUIRED (including hose) : 180.5 gpm FLOW AND PRESSURE (@ BOR) : 80.6 gpm @ 68.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Patriot Fire Protection DESIGN/LAYOUT BY: Jake Trenda AUTHORITY HAVING JURISDICTION: City of Tigard CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/26/2019 ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\LEVEL 3.SDF JOB TITLE: Level 3 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 84.4 68.6 1938.6 84.2 180.5 73.2 .Available pressure is 11.0 psi (13%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 180.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 80.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 31.2 K= 4.90 16.7 20.0 302 31.2 K= 4.90 16.7 20.0 303 31.2 K= 4.90 17.1 20.3 . 304 31.2 K= 4.90 17.1 20.3 1 31.6 - - - - 24.2 - - - 2 31.6 - - - - 29.1 - - - 3 31.6 - - - - 23.8 - - - 4 31.6 - - - - 29.5 - - - 5 31.6 - - - - 22.3 - - - 6 31.6 - - - - 19.3 - - - 7 31.6 - - - - 19.2 - - - 8 31.6 - - - - 19.7 - - - 9 31.6 - - - - 29.5 - - - 10 31.6 - - - - 16.9 - - - 11 31.6 - - - - 16.9 - - - 12 31.6 - - - - 16.9 - - - 13 31.6 - - - - 17.3 - - - 14 31.6 - - - - 17.3 - - - 15 31.6 - - - - 17.4 - - - 16 31.6 - - - - 18.9 - - - 17 31.6 - - - - 19.7 - - - 18 31.6 - - - - 20.6 - - - 19 31.6 - - - - 20.7 - - - 20 31.6 - - - - 21.1 - - - 21 31.6 - - - - 27.6 - - - 22 31.6 - - - - 28.8 - - - .23 31.6 - - - - 29.1 - - - 24 31.6 - - - - 30.5 - - - 25 31.6 - - - - 45.0 - - - .T.2B 26.8 - - - - 52.7 - - - RC 1.3 - - - - 63.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/26/2019 ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\LEVEL 3.SDF JOB TITLE: Level 3 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) TOR -1.8 - - - - 65.2 - - - BOR -8.5 - - - - 68.2 - - - BF -8.5 - - - - 68.2 - - - BF1 -8.5 - - - - 73.2 - - - SOURCE -8.5 SOURCE 73.2 80.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/26/2019 ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\LEVEL 3.SDF JOB TITLE: Level 3 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 20.0 1.101 PL 0.38 PF 0.4 10 31.6 0.0 16.9 0.0 6.7 150 FTG T PE 0.2 . 301 31.2 4.9 16.7 20.0 0.068 TL 5.38 PV Pipe: 2 20.0 1.101 PL 0.38 PF 0.4 11 31.6 0.0 16.9 0.0 6.7 150 FTG T PE 0.2 302 31.2 4.9 16.7 20.0 0.068 TL 5.38 PV Pipe: 3 20.3 1.101 PL 0.38 PF 0.4 13 31. 6 0. 0 17.3 0.0 6.8 150 FTG T PE 0.2 303 31.2 4. 9 17. 1 20.3 0.070 TL 5.38 PV Pipe: 4 20.3 1.101 PL 0.38 PF 0.4 14 31. 6 0.0 17.3 0. 0 6.8 150 FTG T PE 0.2 304 31.2 4. 9 17.1 20.3 0.070 TL 5.38 PV Pipe: 5 -15.4 1.101 PL 109.92 PF 4.9 1 31.6 0.0 24.2 0.0 5.2 150 FTG E PE 0.0 - 2 31.6 0.0 29.1 0.0 0.042 TL 116.92 PV Pipe: 6 -16.7 1.101 PL 111.25 PF 5.7 - 3 31.6 0.0 23.8 0.0 5.6 150 FTG E PE 0.0 4 31.6 0.0 29.5 0.0 0.049 TL 118.25 PV Pipe: 7 32.1 1.101 PL 18.83 PF 3.1 5 31.6 0.0 22.3 0.0 10.8 150 FTG ---- PE 0.0 6 31.6 0.0 19.3 0.0 0.163 TL 18.83 PV Pipe: 8 7.4 1.101 PL 11.00 PF 0.1 6 31.6 0.0 19.3 0.0 2.5 150 FTG ---- PE 0.0 7 31.6 0.0 19.2 0.0 0.011 TL 11.00 PV Pipe: 9 -14.8 1.101 PL 8.17 PF 0.6 7 31.6 0.0 19.2 0.0 5.0 150 FTG E PE 0.0 8 31.6 0.0 19.7 0.0 0.039 TL 15.17 PV Pipe: 10 -28.6 1.101 PL 74.42 PF 9.8 8 31.6 0.0 19.7 0.0 9.6 150 FTG ---- PE 0.0 9 31.6 0.0 29.5 0.0 0.132 TL 74.42 PV Pipe: 11 24.6 1.101 PL 16.71 PF 2.4 6 31.6 0.0 19.3 0.0 8.3 150 FTG E PE 0.0 10 31.6 0.0 16.9 0.0 0.100 TL 23.71 PV - Pipe: 12 4.6 1.101 PL 8.25 PF 0.0 10 31.6 0.0 16.9 0.0 1.6 150 FTG ---- PE 0.0 11 31.6 0.0 16.9 0.0 0.004 TL 8.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/26/2019 ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\LEVEL 3.SDF JOB TITLE: Level 3 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 -15.4 1.101 PL 1.17 PF 0.0 11 31.6 0.0 16.9 0.0 5.2 150 FTG ---- PE 0.0 12 31.6 0.0 16.9 0.0 0.042 TL 1.17 PV Pipe: 14 22.3 1.101 PL 15.17 PF 1.8 7 31.6 0.0 19.2 0.0 7.5 150 FTG E PE 0.0 13 31.6 0.0 17.3 0.0 0.083 TL 22.17 PV Pipe: 15 2.0 1.101 PL 8.25 PF 0.0 13 31.6 0.0 17.3 0.0 0.7 150 FTG ---- PE 0.0 14 31.6 0.0 17.3 0.0 0.001 TL 8.25 PV Pipe: 16 -18.3 1.101 PL 1.17 PF 0.1 14 31.6 0.0 17.3 0.0 6.2 150 FTG ---- PE 0.0 15 31.6 0.0 17.4 0.0 0.058 TL 1.17 PV Pipe: 17 13.8 1.101 PL 23.75 PF 0.8 8 31.6 0.0 19.7 0.0 4.6 150 FTG ---- PE 0.0 16 31.6 0.0 18.9 0.0 0.034 TL 23.75 PV Pipe: 18 -19.9 1.101 PL 6.50 PF 0.8 16 31.6 0.0 18.9 0.0 6.7 150 FTG T PE 0.0 17 31.6 0.0 19.7 0.0 0.067 TL 11.50 PV Pipe: 19 -10.3 1.101 PL 43.08 PF 0.9 17 31.6 0.0 19.7 0.0 3.5 150 FTG ---- PE 0.0 18 31.6 0.0 20.6 0.0 0.020 TL 43.08 PV Pipe: 20 -9.6 1.101 PL 50.50 PF 1.0 17 31.6 0.0 19.7 0.0 3.2 150 FTG E PE 0.0 19 31.6 0.0 20.7 0.0 0.017 TL 57.50 PV Pipe: 21 -19.9 1.101 PL 63.33 PF 6.5 20 31.6 0.0 21.1 0.0 6.7 150 FTG 4ET PE 0.0 21 31.6 0.0 27.6 0.0 0.067 TL 96.33 PV Pipe: 22 -11.2 1.101 PL 52.58 PF 1.2 21 31.6 0.0 27.6 0.0 3.8 150 FTG ---- PE 0.0 22 31.6 0.0 28.8 0.0 0.023 TL 52.58 PV Pipe: 23 -8.7 1.101 PL 72.92 PF 1.5 21 31.6 0.0 27.6 0.0 2.9 150 FTG 4E PE 0.0 23 31.6 0.0 29.1 0.0 0.015 TL 100.92 PV Pipe: 24 15.4 1.101 PL 10.08 PF 0.4 1 31.6 0.0 24 .2 0.0 5.2 150 FTG ---- PE 0.0 3 31.6 0.0 23.8 0.0 0.042 TL 10.08 PV r Pipe: 25 32.1 1.101 PL 8. 67 PF 1.4 3 31.6 0.0 23.8 0.0 10.8 150 FTG ---- PE 0.0 5 31.6 0.0 22.3 0.0 0.163 TL 8.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/26/2019 ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\LEVEL 3.SDF JOB TITLE: Level 3 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 -15.4 1.101 PL 11.00 PF 0.5 _12 31.6 0.0 16.9 0.0 5.2 150 FTG ---- PE 0.0 15 31.6 0.0 17.4 0.0 0.042 TL 11.00 PV Pipe: 27 -33.7 1.101 PL 8.75 PF 1.6 15 31.6 0.0 17.4 0.0 11.3 150 FTG ---- PE 0.0 16 31.6 0.0 18.9 0.0 0.178 TL 8.75 PV Pipe: 28 -10.3 1.101 PL 7.50 PF 0.1 18 31.6 0.0 20.6 0.0 3.5 150 FTG ---- PE 0.0 19 31.6 0.0 20.7 0.0 0.020 TL 7.50 PV Pipe: 29 -19.9 1.101 PL 5.50 PF 0.4 19 31.6 0.0 20.7 0.0 6.7 150 FTG ---- PE 0.0 20 31.6 0.0 21.1 0.0 0.067 TL 5.50 PV Pipe: 30 -15.4 1.101 PL 10.00 PF 0.4 2 31.6 0.0 29.1 0.0 5.2 150 FTG ---- PE 0.0 4 31.6 0.0 29.5 0.0 0.042 TL 10.00 PV Pipe: 31 -32.1 1.101 PL 6.04 PF 1.0 4 31.6 0.0 29.5 0.0 10.8 150 FTG ---- PE 0.0 24 31.6 0.0 30.5 0.0 0.163 TL 6.04 PV Pipe: 32 48.5 1.101 PL 2.67 PF 0.9 24 31.6 0.0 30.5 0.0 16.3 150 FTG ---- PE 0.0 9 31.6 0.0 29.5 0.0 0.350 TL 2.67 PV Pipe: 33 19.9 1.101 PL 7.33 PF 0.5 9 31.6 0.0 29.5 0.0 6.7 150 FTG ---- PE 0.0 23 31.6 0.0 29.1 0.0 0.067 TL 7.33 PV Pipe: 34 11.2 1.101 PL 11.58 PF 0.3 23 31.6 0.0 29.1 0.0 3.8 150 FTG ---- PE 0.0 22 31.6 0.0 28.8 0.0 0.023 TL 11.58 PV Pipe: 35 -80.5 1.101 PL 11.17 PF 14.5 24 31.6 0.0 30.5 0.0 27.1 150 FTG T PE 0.0 25 31.6 0.0 45.0 0.0 0.895 TL 16.17 PV Pipe: 36 -80.5 1.394 PL 5.92 PF 5.7 25 31.6 0.0 45.0 0.0 16.9 150 FTG TECB PE 2.1 RB 26.8 0.0 52.7 0.0 0.284 TL 19.92 PV Pipe: 37 -80.5 4.260 PL 25.42 PF 0.0 RB 26.8 0.0 52.7 0.0 1.8 120 FTG ---- PE 11.0 .RC 1.3 0.0 63.8 0.0 0.002 TL 25.42 PV Pipe: 38 -80.5 4.260 PL 6.58 PF 0.1 RC 1.3 0.0 63.8 0.0 1.8 120 FTG 4E PE 1.4 TOR -1.8 0.0 65.2 0.0 0.002 TL 58.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/26/2019 ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\LEVEL 3.SDF JOB TITLE: Level 3 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 -80.5 4.260 PL 6.67 PF 0.1 TOR -1.8 0.0 65.2 0.0 1.8 120 FTG C PE 2.9 BOR -8.5 0.0 68.2 0.0 0.002 TL 35.67 PV Pipe: 40 -80.5 6.280 PL 55.00 PF 0.0 BOR -8.5 0.0 68.2 0.0 0.8 140 FTG 2E PE 0.0 BF -8.5 0.0 68.2 0.0 0.000 TL 99.00 PV Pipe: 41 FIXED PRESSURE LOSS DEVICE BF1 -8.5 0.0 73.2 0.0 5.0 psi, 80.5 gpm BF -8.5 0.0 68.2 0.0 Pipe: 42 -80.5 6.280 PL 15.00 PF 0.0 BF1 -8.5 0.0 73.2 0.0 0.8 140 FTG T PE 0.0 SOURCE -8.5 SRCE 73.2 (N/A) 0.000 TL 62.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 3808132120 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 0.004 gpm and a maximum imbalance at any node of 0.138 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 27.1 ft/sec at pipe 35. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 84.19 psi with a flow of 189.21 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: PATRIOT.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/26/2019 ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\LEVEL 3.SDF JOB TITLE: Level 3 PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPV1v NPTee F 45e11 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 5.00 PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) T E F R C B Tee Ell 45e11 RunTee ChkVa BFV 1.101 5.00 7.00 1.00 1.00 0.00 0.00 1.394 6.00 8.00 2.00 1.00 0.00 0.00 PAGE: U MATERIAL: D-Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 _ DATE: 11/26/2019 ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\LEVEL 3.SDF JOB TITLE: Level 3 WATER SUPPLY ANALYSIS Static: 84.40 psi Resid: 68 . 60 psi Flow: 1938.6 gpm 100.0 LEGEND lA. 1 "Available pressure 80.0 84.20 psi @ 180.5 gpm G 2A! A 2 •Required pressure U es • 73.23 psi @ 180.5 gpm G E 60.0 lA "'Avail. OnSite Demand Press. 84.20 psi @ 80.5 gpm P _ R 2A II Req. OnSite Demand Press. E S 73.23 psi @ 80.5 gpm 40.0 . S A. Source Supply Curve U R B. System Demand Curve E C. Available at Source ( 20.0 . P 4 s i 0.0 -14.7 1 1 1 1 1 1 1 1 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 11/26/2019 ROCK CREEK COMMONS\DOCUMENTS\HYDRAULIC CALCS\LEVEL 3.SDF JOB TITLE: Level 3 WATER SUPPLY CURVE 96+ _ I 88+ *0\\\\\\ I \\\\\\\\ 80+ \\\\\\\ \\\\\\\\ I \\\\\\\\ IX \\\\\\\ 72+ \\\\\\\\ \\\\\\\ 68.6 psi @ 1939 gpm-> * Flow Test Point P 64+ R I E I S I S 56+ U I R I E I 48+ ( I P S I I 40+ 32+ 24+ 16+ LEGEND 1 I X = Required Water Supply I 73.23 psi @ 180.5 gpm 8+ 1 0 = Available Water Supply " I 84.20 psi @ 180.5 gpm I " o++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)