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2c22-c00B PATRIOT OFFICE COPY 4708 NE MINNEHAHA ST j VANCOUVER,WA 98661 FIRE PROTECTION INC. TEL(360)699.403 FAX(360)699.4485 CITY OF TIGAAD Fire Protection BUILDING DIVISION Hydraulic Calculation Submittal for Tigard Senior Housing Tigard , OR 8815 SW Omara Street Tigard, OR 97223 PiEipti T Job #31 -1544 TACOMA,WA OFFICE www.patriotfire.com SPOKANE,WA OFFICE TEL(253)926-2290 PATRIFP099CFICCB#70622 TEL(509)926-3428 FAX(253)922-6150 FAX(509)926-3708 r• �=.�.•r. W YAT T v) FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 Fire Hydrant Fire Flow PROJECT Tigard Senior Center ADDRESS 8815 SW Omara St. Tigard, OR 97223 CROSS STREET FLOW HYDRANT 8815 SW Omara St. LOCATION STATIC 96 PITOT RESIDUAL 28 GPM 1990 4" port flowed GPM AT 20 PSI 11399 - 3.1% drop calculated per NFPA 291 DATED 2/3/21 MONITOR HYDRANT SW Edgewood St. & SW Omara St. LOCATION STATIC 96 RESIDUAL 93 DATED 2/3/21 WITNESS WITNESSED BY TITLE ORGANIZATION City of Tigard SIGNATURE PERFORMED BY Jack Gardner Vicinity Map , rt _JVia pTitie City of Tigard, Oregon Water Hydrants + Flow Test Yes T vat at r.o; 4‘ + Flow Test No Water Valves • Gate Valve • , Butterfly Valve ft 0 Hydrant Valve O Other Valves 0:0 Closed Water Valves + Water Fittings • 4 , Water Main ('-:'"" Flow Hydrant In Service • New Construction Abandoned : ' Unimproved Right of Way , (,) CO °Mara St 11$d . Tit4 tit l)ln '14 al •- _ . arti St gronitor Hydrant ...... Int tor. P•rwr.. sn.". .21.1501100 nablitly 1.6 tN^ 0 E s s s Scale. 0.04 Wes • City of Tigard vs 13125 SW Hall Blvd Tigard, OR 97223 Map Created- (503) 539-4171 t12/0412.021 www.tigarr1-or.gov _syspzitkisek Patriot Fire Protection, Inc. 4708 NE Minnehaha Street Vancouver, WA 98661 HYDRAULIC CALCULATIONS FOR Tigard Senior Housing Fourth Floor Attic Sprinklers DRAWING NUMBER: FP4 of 5 DATE: MAY 12, 2022 -DESIGN DATA- REMOTE AREA NUMBER: 31-1544-4A REMOTE AREA LOCATION: 4th Floor Attic OCCUPANCY CLASSIFICATION: Light DENSITY: . 10 gpm/sq. ft. per Manufacturers Data Sheet AREA OF APPLICATION: 1000 sq. ft. COVERAGE PER SPRINKLER: Varies TYPE OF SPRINKLERS CALCULATED: Reliable KFR-CSS K=5 . 6 NUMBER OF SPRINKLERS CALCULATED: 10 *IN-RACK SPRINKLER DEMAND: NA HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 263 . 0 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 163 . 0 gpm @ 67 . 9 psi TYPE OF SYSTEM: NFPA 13 Wet CPVC Residential *VOLUME OF DRY OR PREACTION SYSTEM: NA WATER SUPPLY Source: City of Tigard Test Date: 2/3/21 Test By: Wyatt F. P. Location: Omara and Site Static: 96 psi Residual: 93 psi Flow: 1990 gpm Source Elevation Relative to Finished Floor Level: 0 ft. INSTALLING CONTRACTOR Name: Patriot Fire Protection Address : 4708 NE Minnehaha Street Vancouver, WA 98661 Phone: 360-699-4403 Certification number: 70822 NAME OF DESIGNER: Kevin Long AUTHORITY HAVING JURISDICTION: City NOTES : Calculations performed by HASS under license # 64620524 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results . ) .G.. r �l)?. icy � ae ' "iS FXhC:F.S t4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4A.SDF JOB TITLE: Tigard Senior Housing 4th Fl oor 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 96. 0 93 . 0 1990 . 0 95 . 9 263. 0 74 . 0 Available pressure is 21 . 9 psi (23%) greater than required pressure. 1 AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 263 . 0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 100 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 163 . 0 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 1 41 . 7 - - - - 11 .8 - - - - - - - - - - - - 2 41.7 - - - - 12 . 0 - - - - - - - - - - - - 3 41.7 - - - - 12 .5 - - - - - - - - - - - - 4 41. 7 - - - - 11 .8 - - - - - - - - - - - - 5 41.7 - - - - 11 . 8 - - - - - - - - - - - - 6 41 . 7 - - - - 11 . 8 - - - - - - - - - - - - 7 41 .7 - - - - 12 .5 - - - - - - - - - - - - 8 41 . 7 - - - - 10. 0 - - - - - - - - - - - - 8A 43 .0 K= 5 . 60 8 . 9 16.7 148 . 0 0 . 100 0. 113 9 41 .7 - - - - 11 . 8 - - - - - - - - - - - - 10 41 . 7 - - - - 11. 6 - - - - - - - - - - - - 12 41. 7 - - - - 9. 4 - - - - - - - - - - - - 12A 43. 0 K= 5 . 60 8 . 3 16. 1 96. 0 0. 100 0.168 13 41.7 - - - - 8 .7 - - - - - - - - - - - - 14 41 .7 - - - - 8 .2 - - - - - - - - - - - - 14A 43. 0 K= 5. 60 7 .2 15 . 0 96. 0 0. 100 0. 157 15 41.7 - - - - 8 .2 - - - - - - - - - - - - 16 41. 7 - - - - 8 . 1 - - - - - - - - - - - - 16A 43 . 0 K= 5 . 60 7 . 1 14 . 9 96.0 0 . 100 0. 156 17 41 .7 - - - - 8 . 1 - - - - - - - - - - - - 18 41 . 7 - - - - 8 . 4 - - - - - - - - - - - - 19 41 . 7 - - - - 8 . 4 - - - - - - - - - - - - 19A 43 . 0 K= 5 . 60 7 . 4 15 . 2 96.0 0. 100 0. 158 20 41 .7 - - - - 10 . 0 - - - - - - - - - - - - 20A 43 .0 K= 5 . 60 8 . 9 16. 7 96.0 0. 100 0 . 174 21 41.7 - - - - 12 . 7 - - - - - - - - - - - - 22 41.7 - - - - 9. 0 - - - - - - - - - - - - 22A 43.0 K= 5. 60 8 . 0 15. 8 96 . 0 0 . 100 0 . 165 23 41. 7 - - - - 8 . 0 - - - - - - - - - - - - 23A 43 . 0 K= 5 . 60 7 . 0 14 . 8 126 . 0 0 . 100 0 . 118 25 41.7 - - - - 11. 9 - - - - - - - - - - - - . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4A.SDF JOB TITLE: Tigard Senior Housing 4th Fl oor Attic NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 26 41 . 7 - - - - 13 . 4 - - - - - - - - - - - - 27 41 . 7 - - - - 11. 7 - - - - - - - - - - - - 27A 43. 0 K= 5 . 60 10.5 18 .2 126. 0 0. 100 0. 144 28 41. 7 - - - - 15 . 5 - - - - - - - - - - - - 29 41. 7 - - - - 12 . 1 - - - - - - - - - - - - 30 41.7 - - - - 15. 2 - - - - - - - - - - - - 31 41.7 - - - - 13 . 4 - - - - - - - - - - - - 31A 43.0 K= 5 . 60 12 . 1 19 . 5 126. 0 0. 100 0 . 155 RT4 41 . 7 - - - - 16. 9 - - - - - - - - - - - - 32 31. 3 - - - - 24 . 5 - - - - - - - - - - - - 33 31. 3 - - - - 25. 7 - - - - - - - - - - - - 34 31 . 2 - - - - 32 . 5 - - - - - - - - - - - - 35 31 . 2 - - - - 36.2 - - - - - - - - - - - - RT3 31. 2 - - - - 39. 4 - - - - - - - - - - - - RT2 21 . 3 - - - - 45 . 5 - - - - - - - - - - - - RT1 11 . 3 - - - - 53 . 9 - - - - - - - - - - - - 36 11. 4 - - - - 59 . 0 - - - - - - - - - - - - RT 11. 4 - - - - 60 . 4 - - - - - - - - - - - - RB2 2 . 0 - - - - 67. 1 - - - - - - - - - - - - RB1 2 .0 - - - - 67 . 2 - - - - - - - - - - - - RB 0 . 5 HOSE STREAM 67 . 9 100. 0 - - - - - - - - - UG1 -4 .0 - - - - 69. 9 - - - - - - - - - - - - BF2 -4 .0 - - - - 70. 6 - - - - - - - - - - - - BF1 -4 . 0 - - - - 75. 6 - - - - - - - - - - - - SOURCE 0 . 0 SOURCE 74 . 0 263.0 - - - - - - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4A. SDF JOB TITLE: Tigard Senior Housing 4th Fl oor 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 -6. 3 1. 101 PL 6. 83 PF 0.1 1 41 .7 0. 0 11 . 8 0 . 0 2 . 1 150 FTG T PE 0.0 2 41. 7 0 . 0 12 . 0 0 . 0 0. 008 TL 16. 39 PV Pipe: 2 -6. 3 1 . 101 PL 59. 17 PF 0. 6 2 41. 7 0. 0 12 . 0 0 . 0 2 . 1 150 FTG T PE 0.0 3 41 . 7 0 . 0 12 . 5 0 . 0 0. 008 TL 68 . 73 PV Pipe : 3 -6. 3 2 . 003 PL 12 . 83 PF 0.0 3 41 . 7 0 . 0 12 . 5 0 . 0 0 . 6 150 FTG T PE 0. 0 7 41 . 7 0 . 0 12 . 5 0. 0 0. 000 TL 25 . 79 PV Pipe: 4 6. 3 1 . 394 PL 0 . 50 PF 0.0 1 41 . 7 0 . 0 11 . 8 0 . 0 1 .3 150 FTG ---- PE 0.0 4 41 . 7 0 . 0 11. 8 0 . 0 0 . 003 TL 0. 50 PV Pipe: 5 6. 3 1 . 394 PL 10. 83 PF 0 . 0 4 41 .7 0. 0 11 . B 0 . 0 1 . 3 150 FTG ---- PE 0.0 5 41 .7 0 . 0 11 . 8 0.0 0 . 003 TL 10.83 PV Pipe: 6 6. 3 1 . 394 PL 1 . 50 PF 0.0 5 41. 7 0 . 0 11 . 8 0. 0 1. 3 150 FTG ---- PE 0.0 6 41.7 0. 0 11 . 8 0 . 0 0. 003 TL 1 . 50 PV Pipe: 7 -6. 5 1 . 101 PL 66. 00 PF 0.7 6 41.7 0. 0 11. 8 0 . 0 2 .2 150 FTG 2T PE 0.0 7 41.7 0. 0 12 . 5 0 . 0 0. 009 TL 85 . 13 PV Pipe: 8 16. 7 1 . 101 PL 33 . 17 PF 2 .5 7 41 . 7 0. 0 12 .5 0 . 0 5 . 6 150 FTG 2T PE 0.0 8 41. 7 0 . 0 10. 0 0 . 0 0. 049 TL 52 . 30 PV Pipe: 9 16. 7 1 . 101 PL 1.50 PF 0.5 8 41 .7 0. 0 10 . 0 0 . 0 5. 6 150 FTG T PE -0 . 6 8A 43.0 5 . 6 8 . 9 16. 7 0. 049 TL 11 .06 PV Pipe: 10 -29. 5 2 . 003 PL 9. 00 PF 0 .2 7 41 . 7 0 . 0 12 . 5 0. 0 3. 0 150 FTC T PE 0 . 0 21 41. 7 0. 0 12 . 7 0.0 0 .008 TL 21 . 96 PV Pipe: 11 12 . 8 1. 394 PL 4 .00 PF 0 .0 6 41.7 0 . 0 11 . 8 0 .0 2 . 7 150 FTG ---- PE 0 .0 9 41 . 7 0 . 0 11. 8 0 .0 0. 009 TL 4 . 00 PV Pipe: 12 12 . 8 1 . 394 PL 5 . 00 PF 0 .1 9 41. 7 0 . 0 11. 8 0 . 0 2 .7 150 FTG T PE 0. 0 10 41 .7 0. 0 11 . 6 0 . 0 0 . 009 TL 14 . 52 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4A.SDF JOB TITLE : Tigard Senior Housing 4th Fl oor 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: 14 36. 8 1. 101 PL 1. 17 PF 2. 3 10 41. 7 0. 0 11 . 6 0. 0 12 . 4 150 FTG T PE 0.0 12 41 . 7 0. 0 9 . 4 0 . 0 0 . 211 TL 10. 73 PV Pipe : 15 16. 1 1. 101 PL 1. 50 PF 0. 5 12 41. 7 0. 0 9 . 4 0 . 0 5 . 4 150 FTG T PE -0. 6 12A 43 . 0 5 . 6 8 . 3 16. 1 0. 046 TL 11 . 06 PV Pipe: 16 20. 7 1. 101 PL 9. 00 PF 0 .7 12 41 . 7 0. 0 9 . 4 0.0 7 . 0 150 FTG ---- PE 0. 0 13 41 . 7 0 . 0 8 . 7 0 . 0 0 . 072 TL 9. 00 PV Pipe : 17 20. 7 1. 101 PL 7 . 00 PE 0.5 13 41 . 7 0 . 0 8 . 7 0. 0 7 . 0 150 FTG ---- PE 0.0 14 41. 7 0. 0 8 . 2 0 .0 0. 072 TL 7 . 00 PV Pipe: 18 15. 0 1. 101 PL 1 . 50 PF 0 .4 14 41. 7 0. 0 8 . 2 0.0 5. 1 150 FTG T PE -0. 6 14A 43.0 5 . 6 7 . 2 15 .0 0. 040 TL 11. 06 PV Pipe: 19 5 .7 1 . 101 PL 4. 50 PF 0.0 14 41 .7 0 . 0 8 . 2 0 . 0 1 . 9 150 FTG ---- PE 0.0 15 41 . 7 0 . 0 8 . 2 0. 0 0 . 007 TL 4 . 50 PV Pipe: 20 5.7 1. 101 PL 10 . 50 PF 0 .1 15 41 . 7 0 . 0 8 . 2 0 . 0 1 . 9 150 FTG ---- PE 0.0 16 41. 7 0 . 0 8 . 1 0 . 0 0. 007 TL 10. 50 PV Pipe: 21 14 . 9 1 . 101 PL 1 . 50 PF 0.4 16 41 . 7 0 . 0 8 . 1 0 . 0 5. 0 150 FTG T PE -0.6 16A 43 . 0 5 . 6 7 . 1 14 . 9 0. 040 TL 11. 06 PV Pipe: 22 -9. 3 1 . 101 PL 0.50 PE 0.0 16 41. 7 0. 0 8 . 1 0. 0 3. 1 150 FTG ---- PE 0.0 17 41.7 0. 0 8 . 1 0. 0 0. 016 TL 0. 50 PV Pipe: 23 -9. 3 1. 101 PL 14 .00 PE 0 .2 17 41 . 7 0. 0 8 . 1 0 .0 3. 1 150 FTG ---- PE 0 . 0 18 41.7 0. 0 8 . 4 0.0 0. 016 TL 14 .00 PV Pipe: 24 -9. 3 1. 101 PL 2 . 00 PF 0 . 0 18 41. 7 0 .0 8 . 4 0 .0 3. 1 150 FTG ---- PE 0 . 0 19 41.7 0.0 8 . 4 0 . 0 0. 016 TL 2 . 00 PV Pipe: 25 15 .2 1. 101 PL 1. 50 PF 0 . 5 19 41.7 0.0 8 . 4 0 . 0 5 . 1 150 FTG T PE -0. 6 19A 43. 0 5. 6 7 . 4 15 . 2 0 .041 TL 11. 06 PV Pipe: 26 -24 . 5 1. 101 PL 16. 00 PE 1 . 6 19 41 . 7 0 . 0 8 . 4 0. 0 8 . 3 150 FTG ---- PE 0. 0 20 41 . 7 0 . 0 10. 0 0. 0 0. 099 TL 16. 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4A.SDF JOB TITLE : Tigard Senior Housing 4th Fl oor 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 : 27 16.7 1 . 101 PL 1 . 50 PF 0. 5 20 41 . 7 0 . 0 10. 0 0. 0 5. 6 150 FTG T PE -0. 6 20A 43. 0 5 . 6 8 . 9 16. 7 0. 049 TL 11 . 06 PV Pipe : 28 -41. 2 1. 101 PL 1 . 00 PF 2 . 7 20 41 . 7 0. 0 10. 0 0. 0 13 . 9 150 FTG T PE 0.0 21 41.7 0 . 0 12 . 7 0. 0 0. 259 TL 10 . 56 PV Pipe: 29 30. 6 1. 101 PL 15. 00 PF 3 . 7 21 41. 7 0 . 0 12 . 7 0. 0 10.3 150 FTG T PE 0 . 0 22 41. 7 0 . 0 9 . 0 0. 0 0. 150 TL 24 . 56 PV Pipe: 30 15 . 8 1 . 101 PL 1. 50 PF 0.5 22 41. 7 0. 0 9. 0 0 . 0 5 . 3 150 FTG T PE -0. 6 22A 43 . 0 5 . 6 8 . 0 15 . 8 0 . 044 TL 11 . 06 PV Pipe: 31 14 . 8 1 . 101 PL 17 . 00 PF 1.0 22 41 . 7 0. 0 9 . 0 0. 0 5 . 0 150 FTG T PE 0.0 23 41. 7 0 . 0 8 . 0 0. 0 0. 039 TL 26. 56 PV Pipe: 32 14 . 8 1 . 101 PL 1 . 50 PF 0.4 23 41 . 7 0 . 0 8 . 0 0. 0 5.0 150 FTG T PE -0. 6 23A 43 . 0 5 . 6 7 . 0 14 . 8 0. 039 TL 11. 06 PV Pipe : 33 -101 . 3 2 . 003 PL 9. 00 PF 0.7 21 41 . 7 0 . 0 12 . 7 0 . 0 10 . 3 150 FTG ---- PE 0.0 26 41 . 7 0 . 0 13 . 4 0 . 0 0 . 074 TL 9.00 PV Pipe: 34 -24 . 0 1. 394 PL 9. 00 PF 0. 3 10 41 .7 0 . 0 11 . 6 0. 0 5 . 0 150 FTG ---- PE 0.0 25 41.7 0. 0 11 . 9 0 . 0 0. 030 TL 9. 00 PV Pipe: 35 -9.5 1 . 101 PL 66.00 PF 1.5 25 41 .7 0. 0 11 . 9 0. 0 3.2 150 FTG 2T PE 0.0 26 41 .7 0 . 0 13 . 4 0. 0 0. 017 TL 85 . 13 PV Pipe: 36 18 .2 1 . 101 PL 19. 17 PF 1. 6 26 41 . 7 0 . 0 13 . 4 0 . 0 6. 1 150 FTG T PE 0.0 27 41 .7 0 . 0 11 . 7 0 . 0 0 . 057 TL 28 . 73 PV Pipe: 37 18 . 2 1 . 101 PL 1 . 50 PF 0. 6 27 41 . 7 0 . 0 11 . 7 0 . 0 6. 1 150 FTG T PE -0. 6 27A 43 . 0 5 . 6 10. 5 18 . 2 0. 057 TL 11. 06 PV Pipe: 38 -129. 1 2 . 003 PL 4 . 92 PF 2 .1 26 41 . 7 0. 0 13 . 4 0.0 13. 1 150 FTG T PE 0.0 28 41 .7 0. 0 15 . 5 0 .0 0 . 116 TL 17.88 PV Pipe: 39 34 .0 2 . 003 PL 7. 92 PF 0.2 28 41. 7 0 . 0 15 . 5 0. 0 3. 5 150 FTG T PE 0.0 30 41 . 7 0 . 0 15 . 2 0. 0 0. 010 TL 20.88 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4A.SDF JOB TITLE: Tigard Senior Housing 4th Fl oor 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: 40 -14 . 5 1. 394 PL 12 . 83 PF 0.2 25 41. 7 0. 0 11 . 9 0. 0 3. 0 150 FTG ---- PE 0 . 0 29 41 . 7 0 . 0 12 . 1 0 . 0 0. 012 TL 12 . 83 PV Pipe: 41 -14 . 5 1 . 101 PL 66. 00 PF 3 .2 29 41.7 0. 0 12 . 1 0. 0 4 . 9 150 FTG 2T PE 0 . 0 30 41. 7 0. 0 15 . 2 0 . 0 0. 037 TL 85 . 13 PV Pipe: 42 19 . 5 1 . 101 PL 19. 17 PF 1. 9 30 41 . 7 0 . 0 15 . 2 0 . 0 6. 6 150 FTG T PE 0.0 31 41. 7 0 . 0 13 . 4 0 . 0 0. 065 TL 28 . 73 PV Pipe: 43 19. 5 1. 101 PL 1. 50 PF 0.7 31 41. 7 0. 0 13 . 4 0 . 0 6. 6 150 FTG T PE -0. 6 31A 43 . 0 5 . 6 12 . 1 19 . 5 0.065 TL 11. 06 PV Pipe: 44 -163.0 2 . 003 PL 1 . 67 PF 1 . 5 28 41 . 7 0. 0 15 . 5 0 . 0 16. 6 150 FTG E PE 0 . 0 RT4 41 . 7 0 . 0 16. 9 0 . 0 0. 179 TL 8 . 15 PV Pipe: 45 -163. 0 2 . 003 PL 10 . 42 PF 3 .0 RT4 41. 7 0 . 0 16. 9 0 . 0 16. 6 150 FTG E PE 4 .5 32 31 . 3 0. 0 24 . 5 0. 0 0. 179 TL 16 . 90 PV I Pipe: 46 -163 . 0 2 . 003 PL 7 . 08 PF 1. 3 32 31. 3 0. 0 24 . 5 0 . 0 16. 6 150 FTG ---- PE 0.0 33 31 . 3 0 . 0 25 . 7 0 . 0 0. 179 TL 7 . 08 PV Pipe: 47 -163 . 0 2 .003 PL 24 . 92 PF 6.8 33 31 . 3 0 .0 25 . 7 0 . 0 16. 6 150 FTG T PE 0.0 34 31 .2 0. 0 32 . 5 0 . 0 0 . 179 TL 37 . 88 PV Pipe: 48 -163 . 0 2 . 003 PL 7 . 42 PF 3. 6 34 31 .2 0. 0 32 . 5 0 . 0 16. 6 150 FTG T PE 0.0 35 31 .2 0. 0 36. 2 0. 0 0. 179 TL 20 .38 PV Pipe: 49 -163.0 2 .003 PL 4 . 92 PF 3.2 35 31 . 2 0 . 0 36. 2 0. 0 16. 6 150 FTG T PE 0.0 RT3 31 . 2 0 . 0 39 . 4 0 .0 0. 179 TL 17 . 88 PV Pipe: 50 -163. 0 2. 003 PL 9. 92 PF 1. 8 RT3 31.2 0. 0 39 . 4 0 . 0 16. 6 150 FTG ---- PE 4 .3 RT2 21.3 0. 0 45. 5 0 . 0 0. 179 TL 9 . 92 PV Pipe: 51 -163. 0 2 . 003 PL 10. 00 PF 4 . 1 RT2 21. 3 0. 0 45 . 5 0 . 0 16. 6 150 FTG T PE 4 .3 RT1 11 .3 0. 0 53. 9 0 . 0 0 . 179 TL 22. 96 PV Pipe: 52 -163. 0 2 .003 PL 15 . 67 PF 5. 1 RT1 11 .3 0 .0 53 . 9 0. 0 16. 6 150 FTG T PE 0.0 36 11. 4 0. 0 59 . 0 0. 0 0. 179 TL 28 . 63 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4A.SDF JOB TITLE: Tigard Senior Housing 4th Fl oor 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 : 53 -163 .0 2 . 423 PL 3. 75 PF 1.4 36 11 . 4 0 . 0 59 . 0 0 . 0 11 . 3 150 FTG E PE 0.0 RT 11. 4 0 . 0 60. 4 0. 0 0. 071 TL 20. 13 PV Pipe: 54 -163 . 0 2 . 635 PL 9. 39 PF 2. 6 RT 11 . 4 0. 0 60. 4 0 . 0 9 . 6 120 FTG TB PE 4 . 1 RB2 2 . 0 0 . 0 67 . 1 0 . 0 0. 071 TL 36. 39 PV i Pipe : 55 -163 . 0 4 . 260 PL 1 . 50 PF 0.2 RB2 2 . 0 0 . 0 67 . 1 0 . 0 3 . 7 120 FTG T PE 0.0 RB1 2 . 0 0 . 0 67 . 2 0 . 0 0. 007 TL 27 . 50 PV Pipe: 56 -163. 0 4 .260 PL 1. 50 PF 0.0 RB1 2 . 0 0 . 0 67 . 2 0 .0 3 .7 120 FTG ---- PE 0.6 RB 0. 5 H. S . 67 . 9 100 .0 0. 007 TL 1. 50 PV Pipe: 57 -263 . 0 6. 100 PL 10. 00 PF 0. 0 RB 0. 5 H. S . 67 . 9 100. 0 2 . 9 150 FTG ---- PE 1. 9 UG1 -4 . 0 0. 0 69 . 9 0 . 0 0. 002 TL 10. 00 PV Pipe : 58 -263 . 0 6. 160 PL 270. 00 PF 0.7 UG1 -4 . 0 0. 0 69 . 9 0 . 0 2 . 8 140 FTG 4E PE 0.0 BF2 -4 . 0 0. 0 70 . 6 0 . 0 0 . 002 TL 350. 34 PV Pipe: 59 FIXED PRESSURE LOSS DEVICE BF1 -4 . 0 0 . 0 75 . 6 0.0 5 . 0 psi, 263. 0 gpm BF2 -4 . 0 0 . 0 70 . 6 0.0 Pipe: 60 -263 . 0 6. 160 PL 10 . 00 PF 0. 1 BF1 -4 . 0 0 . 0 75. 6 0. 0 2 . 8 140 FTG TG PE -1.7 SOURCE 0 . 0 SRCE 74 . 0 (N/A) 0. 002 TL 57 . 34 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620524 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. 093 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16. 6 ft/sec at pipe 48 . (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/3/2022AR0 SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4A.SDF JOB TITLE: Tigard Senior Housing 4th Fl oor Attic are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE User Pipe Table Name: CUSTOM. PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyV1v GatV1v AlmChk DPV1v NPTee F F45E11 1. 101 2 . 53 6. 33 2 . 53 6 . 33 7 . 59 1.27 12 . 66 2 . 53 6. 33 1.27 1 . 394 3. 15 6. 30 2 . 10 7 . 35 6. 30 1. 05 10 . 50 10 . 50 6.30 1. 58 2 . 003 4 . 29 8 . 58 2 . 57 9 . 44 5 . 15 0. 86 8 . 58 8 . 58 8. 58 2 . 14 2 . 423 10. 84 21 . 68 6 . 50 23 . 85 13 . 01 2 . 17 21 . 68 21 . 68 21. 68 5 . 42 6 . 100 14 . 40 30 . 85 9. 26 32 . 91 10 . 28 3 . 09 28 . 80 28 . 80 30.85 7 .20 6 . 160 15 . 10 32 . 36 9 . 71 34 . 52 10 . 79 3 . 24 30 . 20 30 . 20 32. 36 7 . 55 PAGE: A MATERIAL: S40-TW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 2 . 635 8. 00 17 .00 6. 00 19. 00 10 . 00 1 . 00 14 . 00 14 . 00 17 . 00 4 . 260 13. 00 26. 00 8 . 00 29.00 16. 00 3. 00 26. 00 26. 00 26. 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4A.SDF JOB TITLE: Tigard Senior Housing 4th Fl oor Attic WATER SUPPLY ANALYSIS Static: 96. 00 psi Resid: 93 . 00 psi Flow: 1990. 0 gpm 120. 0 LEGEND 100. 0 1 lAvailable pressure 1 ' • 95 . 93 psi @ 263 . 0 gpm G A U 2 Required pressure 80. 0 G 73 . 99 psi @ 263 . 0 gpm E 2 P A. Source Supply Curve R B. System Demand Curve E 60 . 0 S S U R E 40 . 0 p S 20 . 0E 0 . 0 __.. __.._.._—_—_._...._....___....—...._... -14 . 7 1 1 1 1 , 1 1 1 1 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) )te: (1 ) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4A,SDF JOB TITLE: Tigard Senior Housing 4th Fl oor Attic WATER SUPPLY CURVE 96*\0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ I 93. 0 psi @ 1990 gpm-> * I Flow Test Point 1 88+ 1 80+ 1 I X 72+ 1 1 1 P 64+ R 1 E 1 S I S 56+ U 1 R I E I 48+ ( 1 P S I 40+ ) 32+ 1 1 24+ 16+ LEGEND 1 1 X = Required Water Supply TT 73. 99 psi @ 263 . 0 gpm 8+ ft I 0 = Available Water Supply " I 95. 93 psi @ 263 . 0 gpm " " 0++-+---+- 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Patriot Fire Protection, Inc. 4708 NE Minnehaha Street Vancouver, WA 98661 HYDRAULIC CALCULATIONS FOR Tigard Senior Housing Fourth Floor Residence DRAWING NUMBER: FP4 of 5 DATE: FEB 3 2022 -DESIGN DATA- REMOTE AREA NUMBER: 31-1544-R REMOTE AREA LOCATION: 4th Floor OCCUPANCY CLASSIFICATION: Light DENSITY: .05 gpm/sq. ft . per Manufacturers Data Sheet AREA OF APPLICATION: 4 heads COVERAGE PER SPRINKLER: 16' x 16' TYPE OF SPRINKLERS CALCULATED: Reliable KRes 49 K=4 . 9 NUMBER OF SPRINKLERS CALCULATED: 4 *IN-RACK SPRINKLER DEMAND: NA HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 152 . 6 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 52. 6 gpm @ 31 . 9 psi TYPE OF SYSTEM: NFPA 13 Wet CPVC Residential *VOLUME OF DRY OR PREACTION SYSTEM: NA WATER SUPPLY Source: City of Tigard Test Date: 2/3/21 Test By: Wyatt F. P. Location: Omara and Site Static: 96 psi Residual: 93 psi Flow: 1990 gpm Source Elevation Relative to Finished Floor Level: 0 ft . INSTALLING CONTRACTOR Name: Patriot Fire Protection Address: 4708 NE Minnehaha Street Vancouver, WA 98661 Phone: 360-699-4403 Certification number: 70822 NAME OF DESIGNER: Kevin Long AUTHORITY HAVING JURISDICTION: City NOTES: Calculations performed by HASS under license # 64620524 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results. ) 0* 00 llf ' '-t 13 01mE OP-e .. .. ft GO 1.4 7e. da e. .r c4 1. F�° � "1.31-11- 15 L SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4R.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence 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 96. 0 93 .0 1990 . 0 96 . 0 152 . 6 37 . 4 Available pressure is 58 . 6 psi (61%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 152 . 6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0. 0 GPM OTHER HOSE STREAM ALLOWANCES 100. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 52 . 6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 41 . 7 - - - - 7 . 1 - - - 2 41. 7 - - - - 7 . 1 - - - 2R 41. 2 K= 4 . 90 7 .0 13 . 0 3 41 . 7 - - - - 9.2 - - - 4 41 . 7 - - - - 7 . 1 - - - 4R 41 . 2 K= 4 . 90 7 . 0 13 .0 5 41. 7 - - - - 7 . 2 - - - 5R 41 .2 K= 4 . 90 7 . 1 13. 1 6 41.7 - - - - 7 . 3 - - - 7 41 . 7 - - - - 9. 3 - - - 9 41 . 7 - - - - 7. 3 - - - 9R 40. 2 K= 4 . 90 7 . 6 13 . 5 10 41 .7 - - - - 7 . 9 - - - 12 41 . 7 - - - - 8 . 1 - - - 13 41. 7 - - - - 8 . 3 - - - 14 41 . 7 - - - - 8 . 4 - - - 15 41 . 7 - - - - 8 . 5 - - - 16 41. 7 - - - - 8 . 7 - - - 17 41. 7 - - - - 8 . 7 - - - 18 41 . 7 - - - - 8 . 9 - - - 19 41 . 7 - - - - 8 . 9 - - - 20 41 .7 - - - - 9. 2 - - - 21 41. 7 - - - - 9 . 4 - - - 25 41.7 - - - - 8 . 1 - - - 26 41 . 7 - - - - 9. 5 - - - 28 41. 7 - - - - 9. 8 - - - 29 41 . 7 - - - - 8 . 2 - - - 30 41 . 7 - - - - 9.7 - - - RT4 41 . 7 - - - - 9. 9 - - - 32 31 . 3 - - - - 14 . 8 - - - 33 31 . 3 - - - - 15 . 0 - - - 34 31 . 2 - - - - 15 . 8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4R.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 31.2 - - - - 16 . 3 - - - RT3 31. 2 - - - - 16.7 - - - RT2 21 . 3 - - - - 21. 2 - - - RT1 11. 3 - - - - 26. 1 - - - 36 11 . 4 - - - - 26. 6 - - - RT 11 . 4 - - - - 26.8 - - - RB2 2. 0 - - - - 31.2 - - - RB1 2 . 0 - - - - 31.2 - - - RB 0. 5 HOSE STREAM 31. 9 100 . 0 UG1 -4 . 0 - - - - 33 .8 - - - BF2 -4 . 0 - - - - 34 . 1 - - - BF1 -4 . 0 - - - - 39 . 1 - - - SOURCE 0 . 0 SOURCE 37 . 4 152 . 6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4R.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV, NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0. 0 1. 101 PL 6. 83 PF 0. 0 1 41 . 7 0. 0 7 . 1 0.0 0. 0 150 FTG T PE 0. 0 2 41. 7 0 . 0 7 . 1 0 .0 0.000 TL 16. 39 PV Pipe: 2 13 .0 1. 101 PL 0. 50 PF 0.3 2 41. 7 0 . 0 7 . 1 0 . 0 4 . 4 150 FTG T PE 0.2 2R 41 . 2 4 . 9 7 . 0 13 . 0 0 . 031 TL 10. 06 PV Pipe : 3 -13 . 0 1. 101 PL 59. 17 PF 2.1 2 41 . 7 0 . 0 7 . 1 0 . 0 4 . 4 150 FTG T PE 0.0 3 41 . 7 0 . 0 9 . 2 0 . 0 0. 031 TL 68 . 73 PV Pipe: 4 -13.0 2 .003 PL 12. 83 PF 0.0 3 41 . 7 0. 0 9. 2 0. 0 1 . 3 150 FTG T PE 0.0 7 41 . 7 0 . 0 9. 3 0. 0 0. 002 TL 25. 79 PV Pipe : 5 0 . 0 1 . 394 PL 0. 50 PF 0.0 1 41 . 7 0 . 0 7 . 1 0 . 0 0 . 0 150 FTG ---- PE 0.0 4 41 . 7 0 . 0 7 . 1 0 . 0 0.000 TL 0. 50 PV Pipe: 6 13 . 0 1 . 101 PL 0. 50 PF 0 . 3 4 41 . 7 0 . 0 7 . 1 0 . 0 4 . 4 150 FTG T PE 0.2 4R 41 .2 4 . 9 7 . 0 13 . 0 0.031 TL 10. 06 PV Pipe : 7 -13 . 0 1. 394 PL 10. 83 PF 0. 1 4 41 . 7 0 . 0 7 . 1 0 . 0 2 . 7 150 FTG ---- PE 0.0 5 41 . 7 0 . 0 7 . 2 0 . 0 0.010 TL 10.83 PV Pipe: 8 13 . 1 1. 101 PL 0. 50 PF 0.3 5 41 . 7 0 . 0 7 . 2 0 . 0 4 . 4 150 FTG T PE 0.2 SR 41 . 2 4 . 9 7 . 1 13 . 1 0. 031 TL 10. 06 PV Pipe: 9 -26 . 1 1 .394 PL 1 . 50 PF 0. 1 5 41 . 7 0 . 0 7 . 2 0. 0 5 . 5 150 FTG ---- PE 0.0 6 41 . 7 0 . 0 7 . 3 0. 0 0 .035 TL 1. 50 PV Pipe: 10 -11. 2 1 . 101 PL 66.00 PF 2 .0 6 41 . 7 0 . 0 7 . 3 0 . 0 3 . 8 150 FTG 2T PE 0.0 7 41 . 7 0. 0 9. 3 0 . 0 0. 023 TL 85 . 13 PV Pipe: 11 -24 .2 2 . 003 PL 9.00 PF 0. 1 7 41. 7 0. 0 9 . 3 0 . 0 2 . 5 150 FTG T PE 0.0 21 41. 7 0. 0 9 . 4 0 . 0 0 . 005 TL 21. 96 PV Pipe: 12 -14 . 9 1 . 394 PL 4 . 00 PE 0. 0 6 41.7 0. 0 7 . 3 0 .0 3. 1 150 FTG ---- PE 0 .0 9 41.7 0. 0 7 .3 0. 0 0. 012 TL 4 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4R.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence 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 13 . 5 1. 101 PL 1 . 50 PF 0.4 9 41. 7 0 . 0 7 . 3 0 . 0 4 . 6 150 FTG T PE 0.6 9R 40. 2 4 . 9 7 . 6 13 . 5 0 .033 TL 11 . 06 PV Pipe: 14 -28 . 4 1. 394 PL 5. 00 PF 0. 6 9 41 . 7 0 . 0 7 . 3 0 . 0 6. 0 150 FTG T PE 0. 0 10 41. 7 0 . 0 7 . 9 0 . 0 0.041 TL 14 . 52 PV Pipe : 14A -9 . 5 1. 101 PL 1 . 17 PF 0.2 10 41. 7 0 . 0 7 . 9 0 . 0 3 . 2 150 FTG T PE 0.0 12 41. 7 0 . 0 8 . 1 0 . 0 0.017 TL 10.73 PV Pipe: 15 -9 . 5 1 . 101 PL 9.00 PF 0.2 12 41 , 7 0 . 0 8 . 1 0 . 0 3 .2 150 FTG ---- PE 0.0 13 41 . 7 0 . 0 8 . 3 0. 0 0 . 017 TL 9. 00 PV Pipe : 16 -9 . 5 1 . 101 PL 7 . 00 PF 0.1 13 41 . 7 0 . 0 8 . 3 0 . 0 3 . 2 150 FTG ---- PE 0. 0 14 41 . 7 0 . 0 8 . 4 0 . 0 0. 017 TL 7 . 00 PV Pipe : 17 -9 . 5 1. 101 PL 4 . 50 PF 0. 1 14 41 . 7 0 . 0 8 . 4 0 . 0 3 . 2 150 FTG ---- PE 0 .0 15 41 . 7 0 . 0 8 . 5 0 . 0 0. 017 TL 4 . 50 PV Pipe: 18 -9. 5 1. 101 PL 10. 50 PF 0.2 15 41. 7 0 . 0 8 . 5 0 .0 3 .2 150 FTG ---- PE 0.0 16 41 .7 0 . 0 8 . 7 0 . 0 0. 017 TL 10. 50 PV Pipe: 19 -9. 5 1. 101 PL 0 . 50 PF 0.0 16 41 .7 0 . 0 8 . 7 0 . 0 3.2 150 FTG ---- PE 0.0 17 41 . 7 0. 0 8 . 7 0 . 0 0.017 TL 0. 50 PV Pipe: 20 -9 . 5 1 . 101 PL 14 . 00 PF 0.2 17 41.7 0 . 0 8 . 7 0 . 0 3 . 2 150 FTG ---- PE 0.0 18 41.7 0 . 0 8 . 9 0 . 0 0.017 TL 14 . 00 PV Pipe: 21 -9. 5 1. 101 PL 2 . 00 PF 0.0 18 41 . 7 0 . 0 8 . 9 0 . 0 3 . 2 150 FTG ---- PE 0.0 19 41.7 0. 0 8 . 9 0 . 0 0. 017 TL 2 . 00 PV Pipe: 22 -9. 5 1. 101 PL 16. 00 PF 0. 3 19 41 .7 0 . 0 8 . 9 0 . 0 3 . 2 150 FTG ---- PE 0.0 20 41 .7 0 . 0 9 . 2 0 . 0 0. 017 TL 16. 00 PV Pipe: 23 -9. 5 1. 101 PL 1 . 00 PF 0.2 20 41 .7 0 .0 9 . 2 0 . 0 3.2 150 FTG T PE 0.0 21 41.7 0.0 9 . 4 0 . 0 0.017 TL 10 . 56 PV Pipe: 24 -33. 7 2 .003 PL 9 . 00 PF 0.1 21 41 . 7 0 . 0 9 . 4 0. 0 3. 4 150 FTG ---- PE 0.0 26 41. 7 0 . 0 9 . 5 0 . 0 0.010 TL 9 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4R.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -18 . 9 1. 394 PL 9.00 PF 0.2 10 41. 7 0 . 0 7 . 9 0 . 0 4 . 0 150 FTG ---- PE 0.0 25 41. 7 0 . 0 8 . 1 0 . 0 0.019 TL 9. 00 PV Pipe: 26 -9 . 2 1 . 101 PL 66. 00 PF 1.4 25 41. 7 0 . 0 8 . 1 0 . 0 3 . 1 150 FTG 2T PE 0.0 26 41.7 0. 0 9 . 5 0 . 0 0. 016 TL 85 . 13 PV Pipe: 27 -42 . 9 2 . 003 PL 4 . 92 PF 0. 3 26 41 . 7 0 . 0 9 . 5 0 . 0 4 . 4 150 FTG T PE 0.0 28 41 . 7 0 . 0 9 . 8 0 . 0 0 .015 TL 17 . 88 PV Pipe : 28 9 . 8 2.003 PL 7 . 92 PF 0.0 28 41 . 7 0. 0 9 . 8 0 . 0 1 . 0 150 FTG T PE 0.0 30 41 . 7 0. 0 9 . 7 0 . 0 0.001 TL 20. 88 PV Pipe : 29 -9. 8 1 . 394 PL 12 . 83 PF 0.1 25 41 . 7 0 . 0 8 . 1 0 . 0 2 . 1 150 FTG ---- PE 0.0 29 41 . 7 0 . 0 8 . 2 0 . 0 0 . 006 TL 12 . 83 PV Pipe : 30 -9 . 8 1. 101 PL 66. 00 PF 1.5 29 41. 7 0 . 0 8 . 2 0 . 0 3 . 3 150 FTG 2T PE 0.0 30 41. 7 0 . 0 9 . 7 0 . 0 0. 018 TL 85 . 13 PV Pipe : 31 -52 . 6 2 . 003 PL 1. 67 PF 0.2 28 41. 7 0 . 0 9 . 8 0 . 0 5 . 4 150 FTG E PE 0.0 RT4 41. 7 0 . 0 9 . 9 0 . 0 0. 022 TL 8 . 15 PV Pipe: 32 -52 . 6 2 . 003 PL 10. 42 PF 0 . 4 RT4 41.7 0 . 0 9 . 9 0 . 0 5 . 4 150 FTG E PE 4 .5 32 31. 3 0 . 0 14 . 8 0 . 0 0. 022 TL 16. 90 PV Pipe: 33 -52 . 6 2. 003 PL 7 . 08 PF 0.2 32 31 . 3 0 . 0 14 . 8 0. 0 5 . 4 150 FTG ---- PE 0 . 0 33 31. 3 0 . 0 15 . 0 0 . 0 0. 022 TL 7 . 08 PV Pipe : 34 -52 . 6 2 . 003 PL 24 . 92 PF 0 . 8 33 31. 3 0 . 0 15 . 0 0 . 0 5 . 4 150 FTG T PE 0 . 0 34 31. 2 0 . 0 15 . 8 0 . 0 0 . 022 TL 37 . 88 PV Pipe: 35 -52 . 6 2 . 003 PL 7 . 42 PF 0.5 34 31 .2 0 . 0 15 . 8 0 . 0 5 . 4 150 FTG T PE 0.0 35 31 .2 0 . 0 16. 3 0 . 0 0. 022 TL 20. 38 PV Pipe: 36 -52 . 6 2. 003 PL 4 . 92 PF 0.4 35 31.2 0. 0 16 . 3 0 . 0 5 . 4 150 FTG T PE 0.0 RT3 31.2 0. 0 16 . 7 0. 0 0 . 022 TL 17 . 88 PV Pipe: 37 -52 . 6 2 .003 PL 9. 92 PF 0.2 RT3 31.2 0.0 16 . 7 0 . 0 5 . 4 150 FTG ---- PE 4 .3 RT2 21. 3 0.0 21 . 2 0 . 0 0 .022 TL 9. 92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4R.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence 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 : 38 -52 . 6 2 . 003 PL 10.00 PF 0. 5 RT2 21. 3 0 . 0 21 . 2 0 . 0 5. 4 150 FTG T PE 4 . 3 RT1 11. 3 0.0 26. 1 0 .0 0 . 022 TL 22 . 96 PV Pipe: 39 -52 . 6 2 .003 PL 15. 67 PF 0. 6 RT1 11. 3 0. 0 26. 1 0.0 5 . 4 150 FTG T PE 0. 0 36 11. 4 0. 0 26. 6 0. 0 0 . 022 TL 28 . 63 PV Pipe: 40 -52 . 6 2 . 423 PL 3 .75 PF 0.2 36 11 . 4 0. 0 26. 6 0 .0 3. 7 150 FTG E PE 0.0 RT 11. 4 0. 0 26. 8 0 . 0 0. 009 TL 20 . 13 PV Pipe: 41 -52 . 6 2 . 635 PL 9 . 39 PF 0.3 RT 11. 4 0. 0 26. 8 0 . 0 3. 1 120 FTG TB PE 4 . 1 RB2 2. 0 0 . 0 31 . 2 0 . 0 0. 009 TL 36. 39 PV Pipe : 42 -52 . 6 4 . 260 PL 1. 50 PF 0.0 RB2 2 . 0 0 . 0 31 . 2 0 . 0 1 . 2 120 FTG T PE 0.0 RB1 2. 0 0 . 0 31 . 2 0 . 0 0. 001 TL 27 . 50 PV Pipe: 43 -52 . 6 4 . 260 PL 1 . 50 PF 0.0 RB1 2 . 0 0 . 0 31 .2 0. 0 1.2 120 FTG ---- PE 0. 6 RB 0. 5 H. S. 31 . 9 100. 0 0. 001 TL 1 . 50 PV Pipe: 44 -152 . 6 6. 100 PL 10 . 00 PF 0.0 RB 0. 5 H.S . 31. 9 100. 0 1.7 150 FTG ---- PE 1. 9 UG1 -4 .0 0. 0 33. 8 0. 0 0 .001 TL 10 . 00 PV Pipe: 45 -7.52 . 6 6. 160 PL 270 . 00 PF 0. 3 UG1 -4 . 0 0 . 0 33 . 8 0. 0 1 . 6 140 FTG 4E PE 0.0 13E2 -4 . 0 0 . 0 34 . 1 0.0 0. 001 TL 350 . 34 PV Pipe : 46 FIXED PRESSURE LOSS DEVICE BF]. -4 .0 0 . 0 39 . 1 0 . 0 5. 0 psi, 152. 6 gpm BF2 -4 . 0 0. 0 34 . 1 0. 0 Pipe: 47 -152 . 6 6. 160 PL 10 . 00 PF 0. 0 BF1 -4 . 0 0. 0 39 . 1 0. 0 1 . 6 140 FTG TG PE -1.7 SOURCE 0. 0 SRCE 37 . 4 (N/A) 0. 001 TL 57 . 34 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620524 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4R.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence (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 .054 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6. 0 ft/sec at pipe 14 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE User Pipe Table Name: CUSTOM. PIP PAGE: * MATERIAL: S40 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 F45E11 1 . 101 2 . 53 6. 33 2 . 53 6. 33 7 .59 1 . 27 12 . 66 2 . 53 6. 33 1 .27 1. 394 3. 15 6. 30 2 . 10 7 . 35 6.30 1 . 05 10 . 50 10 . 50 6. 30 1. 58 2 . 003 4 .29 8 . 58 2 . 57 9. 44 5. 15 0. 86 8 . 58 8 . 58 8 . 58 2 . 14 2 . 423 10. 84 21 .68 6. 50 23 . 85 13. 01 2 . 17 21 . 68 21. 68 21 . 68 5 . 42 6. 100 14 . 40 30 .85 9. 26 32 . 91 10.28 3 . 09 28 . 80 28 . 80 30.85 7 .20 6. 160 15 . 10 32 . 36 9. 71 34 . 52 10 . 79 3 . 24 30 . 20 30.20 32 .36 7 . 55 PAGE: A MATERIAL: S40-TW HWC: 120 Diameter Equivalent Fitting Lengths the in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPVly NPTee 2 . 635 8 .00 17 .00 6. 00 19 .00 10. 00 1. 00 14 .00 14 .00 17 . 00 4 . 260 13.00 26.00 8 .00 29 .00 16. 00 3. 00 26 .00 26.00 26. 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4R.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence WATER SUPPLY ANALYSIS Static: 96. 00 psi Resid: 93. 00 psi Flow: 1990. 0 gpm 120 . 0 LEGEND 100. 0 _ 1 MAvailable pressure 1 95 . 97 psi @ 152 . 6 gpm G A 2 Required pressure U 80 . 0 G 37 . 41 psi @ 152 . 6 gpm E P A. Source Supply Curve R B. System Demand Curve E 60. 0 S S U R E 40 . 0 ( 2 /, p s i ) 20. 08_ 0 . 0 -14 . 7 I I 1 1 1 1 1 400600800 1000 1200 1400 1600 1800 2000 FLOW (GPM) )te: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/3/2022ARD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4R. SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence WATER SUPPLY CURVE 96*0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 93. 0 psi @ 1990 gpm-> * Flow Test Point 88+ 80+ 72+ P 64+ R I E I S I S 56+ U I R I E i 48i ( I P S I I 40+ IX 32+ 24+ 16+ LEGEND " I It I X = Required Water Supply I 37 . 41 psi @ 152 . 6 gpm 8+ I 0 = Available Water Supply " 95. 97 psi @ 152 . 6 gpm I " 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Patriot Fire Protection, Inc. 4708 NE Minnehaha Street Vancouver, WA 98661 HYDRAULIC CALCULATIONS FOR Tigard Senior Housing Fourth Floor Residence (Auxiliary Caic. ) DRAWING NUMBER: FP4 of 5 DATE: FEB 3, 2022 -DESIGN DATA- REMOTE AREA NUMBER: 31-1544-RA REMOTE AREA LOCATION: 4th Floor OCCUPANCY CLASSIFICATION: Light DENSITY: . 10 gpm/sq. ft. AREA OF APPLICATION: 4 heads COVERAGE PER SPRINKLER: 407 sq. ft. / 4 heads =102 sq. ft. TYPE OF SPRINKLERS CALCULATED: Reliable KRes 49 K=4 . 9 NUMBER OF SPRINKLERS CALCULATED: 4 *IN-RACK SPRINKLER DEMAND: NA HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 152 . 4 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 52 . 4 gpm @ 31. 80 psi TYPE OF SYSTEM: NFPA 13 Wet CPVC Residential *VOLUME OF DRY OR PREACTION SYSTEM: NA WATER SUPPLY Source: City of Tigard Test Date: 2/3/21 Test By: Wyatt F. P. Location: Omara and Site Static: 96 psi Residual: 93 psi Flow: 1990 gpm Source Elevation Relative to Finished Floor Level : 0 ft. INSTALLING CONTRACTOR Name: Patriot Fire Protection Address: 4708 NE Minnehaha Street Vancouver, WA 98661 Phone: 360-699-4403 Certification number: 70822 NAME OF DESIGNER: Kevin Long AUTHORITY HAVING JURISDICTION: City NOTES: Calculations performed by HASS under license # 64620524 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results. ) GS�if � !,‘-‘ C o '�• 13 914.11E IS 44' A 1 xhIr:1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/3/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4RA.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence 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 96. 0 93 . 0 1990 . 0 96. 0 152 . 4 37 . 3 Available pressure is 58 . 6 psi (61% ) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 152 . 4 GPM i TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0. 0 GPM OTHER HOSE STREAM ALLOWANCES 100 .0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 52 . 4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 41. 7 - - - - 7 . 1 - - - 2 41 . 7 - - - - 7 . 1 - - - 2R 41 . 2 K= 4 . 90 7 . 0 13 . 0 3 41 . 7 - - - - 9. 2 - - - 4 41 . 7 - - - - 7 . 1 - - - 4R 41 . 2 K= 4 . 90 7 . 0 13 . 0 5 41.7 - - - - 7 . 2 - - - 5R 41 .2 K= 4 . 90 7 . 1 13 . 1 6 41. 7 - - - - 7. 2 - - - 7 41 .7 - - - - 9. 2 - - - 9 41 . 7 - - - - 7 . 3 - - - 9R 40. 2 K= 4 . 90 7 . 6 13 . 5 10 41 . 7 - - - - 7 . 9 - - - 12 41 . 7 - - - - 8 . 1 - - - 13 41. 7 - - - - 8 . 2 - - - 14 41 . 7 - - - - 8 . 3 - - - 15 41 . 7 - - - - 8 . 4 - - - 16 41 . 7 - - - - 8 . 6 - - - 17 41 . 7 - - - - 8 . 6 - - - 18 41 . 7 - - - - 8 . 9 - - - 19 41 . 7 - - - - 8 . 9 - - - 20 41 . 7 - - - - 9. 2 - - - 21 41 . 7 - - - - 9. 3 - - - 25 41 . 7 - - - - 8 . 1 - - - 26 41 . 7 - - - - 9. 4 - - - 28 41 . 7 - - - - 9. 7 - - - 29 41 . 7 - - - - 8. 1 - - - 30 41 . 7 - - - - 9. 7 - - - RT4 41 . 7 - - - - 9. 9 - - - 32 31. 3 - - - - 14 . 8 - - - 33 31. 3 - - - - 14 . 9 - - - 34 31 . 2 - - - - 15. 8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/3/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4RA.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 31.2 - - - - 16. 2 - - - RT3 31.2 - - - - 16. 6 - - - RT2 21. 3 - - - - 21. 1 - - - RT1 11 .3 - - - - 26. 0 - - - 36 11 . 4 - - - - 26. 6 - - - RT 11 . 4 - - - - 26. 7 - - - RB2 2 .0 - - - - 31. 1 - - - RB1 2 . 0 - - - - 31. 1 - - - RB 0. 5 HOSE STREAM 31. 8 100 . 0 UG1 -4 . 0 - - - - 33. 8 - - - BF2 -4 . 0 - - - - 34 . 0 - - - BF1 -4 .0 - - - - 39. 0 - - - SOURCE 0. 0 SOURCE 37 . 3 152 . 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/3/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4RA.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 1 0. 0 1 . 101 PL 6. 83 PF 0.0 1 41 . 7 0. 0 7 . 1 0. 0 0 . 0 150 FTG T PE 0. 0 2 41. 7 0. 0 7 . 1 0. 0 0. 000 TL 16 . 39 PV Pipe: 2 13 . 0 1. 101 PL 0 . 50 PF 0. 3 2 41. 7 0. 0 7 . 1 0. 0 4 . 4 150 FTG T PE 0 . 2 2R 41. 2 4 . 9 7 . 0 13 . 0 0.031 TL 10. 06 PV Pipe : 3 -12 . 9 1 . 101 PL 59. 17 PF 2 . 1 2 41 . 7 0. 0 7 . 1 0 . 0 4 . 4 150 FTG T PE 0. 0 3 41 . 7 0. 0 9 . 2 0 . 0 0. 030 TL 68 .73 PV Pipe : 4 -12 . 9 2 . 003 PL 12 . 83 PF 0.0 3 41 . 7 0. 0 9 . 2 0. 0 1 . 3 150 FTG T PE 0.0 7 41 . 7 0. 0 9 . 2 0 . 0 0. 002 TL 25 . 79 PV Pipe : 5 0. 0 1. 394 PL 0. 50 PF 0. 0 1 41. 7 0 . 0 7 . 1 0 . 0 0 . 0 150 FTG ---- PE 0.0 4 41 . 7 0 . 0 7 . 1 0 . 0 0. 000 TL 0 . 50 PV Pipe: 6 13.0 1. 101 PL 0. 50 PF 0.3 4 41 . 7 0 . 0 7 . 1 0. 0 4 . 4 150 FTG T PE 0.2 4R 41 . 2 4 . 9 7 .0 13 . 0 0. 031 TL 10. 06 PV Pipe: 7 -13 . 0 1 . 394 PL 10. 83 PF 0. 1 4 41 . 7 0 . 0 7 . 1 0 . 0 2 . 7 150 FTG ---- PE 0.0 5 41. 7 0 . 0 7 . 2 0 . 0 0.010 TL 10. 83 PV Pipe: 8 13 . 1 1 . 101 PL 0. 50 PF 0. 3 5 41 . 7 0. 0 7 . 2 0 . 0 4 . 4 150 FTG T PE 0.2 5R 41.2 4 . 9 7 . 1 13 . 1 0. 031 TL 10. 06 PV Pipe: 9 -26. 0 1. 394 PL 1 . 50 PF 0.1 5 41. 7 0 . 0 7 . 2 0 . 0 5 . 5 150 FTG ---- PE 0.0 6 41 . 7 0. 0 7 . 2 0 . 0 0. 035 TL 1 . 50 PV Pipe : 10 -11. 2 1. 101 PL 66 . 00 PF 2. 0 6 41 . 7 0 . 0 7 . 2 0 . 0 3 . 8 150 FTG 2T PE 0. 0 7 41. 7 0. 0 9 . 2 0 . 0 0. 023 TL 85. 13 PV Pipe: 11 -24 . 1 2 . 003 PL 9. 00 PF 0. 1 7 41.7 0. 0 9 . 2 0 . 0 2 . 5 150 FTG T PE 0. 0 21 41. 7 0 . 0 9 . 3 0 . 0 0. 005 TL 21 . 96 PV Pipe: 12 -14 .8 1 . 394 PL 4 . 00 PF 0. 0 6 41. 7 0 . 0 7 .2 0 . 0 3 . 1 150 FTG ---- PE 0.0 9 41 .7 0 . 0 7 . 3 0. 0 0.012 TL 4 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/3/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4RA.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence 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 13. 5 1 . 101 PL 1 . 50 PF 0 . 4 9 41 . 7 0. 0 7 . 3 0. 0 4 . 5 150 FTG T PE 0 . 6 9R 40. 2 4 . 9 7 . 6 13 . 5 0.033 TL 11 .06 PV Pipe: 14 -28 . 3 1 . 394 PL 5 . 00 PF 0. 6 9 41 . 7 0 . 0 7 . 3 0 . 0 6. 0 150 FTG T PE 0 .0 10 41 . 7 0. 0 7 . 9 0 . 0 0 . 041 TL 14 . 52 PV Pipe: 14A -9 . 5 1. 101 PL 1 . 17 PF 0.2 10 41 . 7 0. 0 7 . 9 0 . 0 3 . 2 150 FTG T PE 0 . 0 12 41. 7 0 . 0 8 . 1 0 . 0 0. 017 TL 10 . 73 PV Pipe: 15 -9. 5 1 . 101 PL 9 . 00 PF 0. 2 12 41.7 0. 0 8 . 1 0 . 0 3 .2 150 FTG ---- PE 0.0 13 41. 7 0 . 0 8 . 2 0 . 0 0. 017 TL 9 . 00 PV Pipe: 16 -9. 5 1 . 101 PL 7 . 00 PF 0. 1 13 41 . 7 0 . 0 8 . 2 0 . 0 3. 2 150 FTG ---- PE 0.0 14 41 . 7 0 . 0 8 . 3 0 . 0 0. 017 TL 7 . 00 PV Pipe: 17 -9 .5 1 . 101 PL 4 . 50 PF 0. 1 14 41 . 7 0 . 0 8 . 3 0 . 0 3. 2 150 FTG ---- PE 0 . 0 15 41 . 7 0 . 0 8 . 4 0 . 0 0 . 017 TL 4 . 50 PV Pipe: 18 -9. 5 1 . 101 PL 10 .50 PF 0 .2 15 41. 7 0 . 0 8 . 4 0 . 0 3. 2 150 FTG ---- PE 0. 0 16 41 . 7 0 . 0 8 . 6 0 . 0 0. 017 TL 10.50 PV Pipe: 19 -9. 5 1. 101 PL 0.50 PF 0.0 16 41 . 7 0. 0 8 . 6 0 . 0 3. 2 150 FTG ---- PE 0.0 17 41 . 7 0 . 0 8 . 6 0 . 0 0 . 017 TL 0 .50 PV Pipe: 20 -9. 5 1 . 101 PL 14 . 00 PF 0.2 17 41 .7 0. 0 8 . 6 0 . 0 3 . 2 150 FTG ---- PE 0.0 18 41.7 0. 0 8 . 9 0 . 0 0. 017 TL 14 . 00 PV Pipe: 21 -9 .5 1 . 101 PL 2 . 00 PE 0.0 18 41.7 0 . 0 8 . 9 0. 0 3. 2 150 FTG ---- PE 0.0 19 41. 7 0 . 0 8 . 9 0. 0 0 . 017 TL 2 . 00 PV Pipe: 22 -9. 5 1 . 101 PL 16. 00 PF 0.3 19 41.7 0 . 0 8 . 9 0 . 0 3. 2 150 FTG ---- PE 0.0 20 41 .7 0 . 0 9 . 2 0 . 0 0 . 017 TL 16. 00 PV Pipe: 23 -9. 5 1. 101 PL 1. 00 PF 0.2 20 41 . 7 0. 0 9. 2 0 . 0 3.2 150 FTG T PE 0.0 21 41 . 7 0. 0 9 . 3 0 . 0 0. 017 TL 10 . 56 PV Pipe: 24 -33 . 6 2 . 003 PL 9. 00 PF 0.1 21 41 . 7 0. 0 9. 3 0 . 0 3 . 4 150 FTG ---- PE 0.0 26 41 . 7 0 . 0 9 . 4 0 . 0 0. 010 TL 9. 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/3/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4RA.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ, PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -18 . 9 1 . 394 PL 9. 00 PF 0.2 10 41. 7 0. 0 7 . 9 0 . 0 4 . 0 150 FTG ---- PE 0.0 25 41. 7 0. 0 8 . 1 0. 0 0. 019 TL 9. 00 PV Pipe: 26 -9 . 1 1 . 101 PL 66. 00 PF 1.4 25 41.7 0. 0 8 . 1 0 .0 3 . 1 150 FTG 2T PE 0.0 26 41. 7 0. 0 9. 4 0 . 0 0. 016 TL 85 . 13 PV Pipe: 27 -42 . 7 2 . 003 PL 4 . 92 PF 0.3 26 41 . 7 0 . 0 9 . 4 0 . 0 4 . 4 150 FTG T PE 0.0 28 41 . 7 0 . 0 9 . 7 0 . 0 0. 015 TL 17 . 88 PV 1 Pipe: 28 9. 7 2 . 003 PL 7 . 92 PF 0.0 28 41 . 7 0 . 0 9 . 7 0 . 0 1.0 150 FTG T PE 0.0 30 41 . 7 0 . 0 9. 7 0 . 0 0. 001 TL 20. 88 PV Pip e: 29 -9. 7 1 . 394 PL 12 . 83 PF 0.1 25 41 . 7 0. 0 8 . 1 0 . 0 2 . 0 150 FTG ---- PE 0.0 29 41 . 7 0. 0 8 . 1 0 . 0 0. 006 TL 12 . 83 PV Pipe: 30 -9.7 1. 101 PL 66. 00 PF 1 . 5 29 41. 7 0 . 0 8 . 1 0 . 0 3. 3 150 FTG 2T PE 0. 0 30 41. 7 0 . 0 9 . 7 0 . 0 0. 018 TL 85 . 13 PV Pipe: 31 -52 . 5 2. 003 PL 1 . 67 PF 0.2 28 41 . 7 0. 0 9 . 7 0. 0 5 . 3 150 FTG E PE 0.0 RT4 41 . 7 0. 0 9. 9 0 .0 0. 022 TL 8 . 15 PV Pipe: 32 -52 .5 2 .003 PL 10. 42 PF 0.4 RT4 41 .7 0. 0 9. 9 0. 0 5 . 3 150 FTG E PE 4 .5 32 31 . 3 0. 0 14 . 8 0 . 0 0 . 022 TL 16. 90 PV Pipe: 33 -52 .5 2 . 003 PL 7 . 08 PF 0.2 32 31. 3 0. 0 14 . 8 0. 0 5. 3 150 FTG ---- PE 0.0 33 31. 3 0. 0 14 . 9 0. 0 0. 022 TL 7 . 08 PV Pipe: 34 -52 . 5 2. 003 PL 24 . 92 PF 0.8 33 31. 3 0. 0 14 . 9 0 . 0 5 . 3 150 FTG T PE 0.0 34 31 .2 0. 0 15 . 8 0. 0 0. 022 TL 37 . 88 PV Pipe: 35 -52 . 5 2. 003 PL 7 . 42 PF 0.4 34 31 . 2 0 . 0 15 . 8 0 . 0 5 . 3 150 FTG T PE 0.0 35 31 .2 0 . 0 16. 2 0 . 0 0.022 TL 20. 38 PV Pipe: 36 -52. 5 2 . 003 PL 4 . 92 PF 0.4 35 31.2 0 . 0 16.2 0 .0 5.3 150 FTG T PE 0.0 RT3 31.2 0 . 0 16. 6 0. 0 0. 022 TL 17 . 88 PV Pipe: 37 -52 .5 2 . 003 PL 9. 92 PF 0.2 RT3 31.2 0. 0 16. 6 0 . 0 5. 3 150 FTG ---- PE 4.3 RT2 21.3 0. 0 21 . 1 0. 0 0.022 TL 9. 92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/3/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4RA.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence 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: 38 -52 . 5 2 .003 PL 10. 00 PF 0.5 RT2 21.3 0 . 0 21 . 1 0 . 0 5 . 3 150 FTG T PE 4 .3 RT1 11. 3 0 . 0 26. 0 0 . 0 0. 022 TL 22 . 96 PV Pipe: 39 -52 . 5 2 . 003 PL 15 . 67 PF 0. 6 RT1 11. 3 0 . 0 26. 0 0 . 0 5 . 3 150 FTG T PE 0 .0 36 11. 4 0. 0 26. 6 0 . 0 0. 022 TL 28 . 63 PV Pipe: 40 -52 .5 2. 423 PL 3 .75 PF 0 .2 36 11. 4 0 . 0 26. 6 0 . 0 3 .7 150 FTG E PE 0.0 RT 11. 4 0. 0 26 . 7 0 . 0 0. 009 TL 20 . 13 PV Pipe: 41 -52 . 5 2 . 635 PL 9. 39 PF 0.3 RT 11. 4 0 . 0 26. 7 0 . 0 3 . 1 120 FTG TB PE 4 .1 RB2 2. 0 0 . 0 31 . 1 0. 0 0.009 TL 36. 39 PV Pipe: 42 -52 . 5 4 . 260 PL 1 . 50 PF 0.0 RB2 2 .0 0. 0 31 . 1 0 . 0 1 . 2 120 FTG T PE 0.0 RB1 2 . 0 0 . 0 31 . 1 0 . 0 0. 001 TL 27 . 50 PV Pipe : 43 -52. 5 4 . 260 PL 1 . 50 PF 0.0 RB1 2 . 0 0. 0 31 . 1 0 . 0 1. 2 120 FTG ---- PE 0. 6 RB 0 . 5 H. S . 31 . 8 100 . 0 0. 001 TL 1 . 50 PV Pipe: 44 -152 . 5 6. 100 PL 10. 00 PF 0.0 RB 0. 5 H. S . 31 . 8 100. 0 1. 7 150 FTG ---- PE 1. 9 UG1 -4 . 0 0 . 0 33 . 8 0. 0 0. 001 TL 10.00 PV Pipe: 45 -152 . 5 6. 160 PL 270. 00 PF 0 . 3 UG1 -4 . 0 0 . 0 33. 8 0. 0 1. 6 140 FTG 4E PE 0 .0 BF2 -4 . 0 0 . 0 34 .0 0. 0 0. 001 TL 350. 34 PV Pipe: 46 FIXED PRESSURE LOSS DEVICE BF1 -4 . 0 0 . 0 39 . 0 0 . 0 5.0 psi, 152 . 5 gpm BF2 -4 . 0 0. 0 34 . 0 0. 0 Pipe: 47 -152 . 4 6. 160 PL 10. 00 PF 0.0 BF1 -4 . 0 0 . 0 39 . 0 0 . 0 1 . 6 140 FTG TG PE -1.7 SOURCE 0 . 0 SRCE 37 . 3 (N/A) 0 . 001 TL 57 . 34 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 6 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620524 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/3/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4RA.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence (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 . 186 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6. 0 ft/sec at pipe 14 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE User Pipe Table Name: CUSTOM. PIP PAGE ; * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly Bf V1v GatViv AlmChk DPV1v NPTee PTee F F45E11 1 . 101 2 . 53 6. 33 2 . 53 6. 33 7 . 59 1.27 12 . 66 2 . 53 6. 33 1 .27 1 . 394 3 . 15 6. 30 2 . 10 7 . 35 6. 30 1 .05 10.50 10. 50 6. 30 1 . 58 2 . 003 4 . 29 8 . 58 2 . 57 9. 44 5 . 15 0. 86 8 . 58 8 . 58 8. 58 2 . 14 2 . 423 10. 84 21. 68 6. 50 23. 85 13 . 01 2 . 17 21 . 68 21 . 66 21. 68 5 . 42 6. 100 14 . 40 30. 85 9.26 32 . 91 10 . 28 3 . 09 28 .80 28 .80 30. 85 7 .20 6. 160 15. 10 32 . 36 9. 71 34 . 52 10 . 79 3 .24 30 .20 30 . 20 32. 36 7 .55 PAGE: A MATERIAL: S40-TW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2 . 635 8 . 00 17 .00 6 . 00 19. 00 10 . 00 1. 00 14 . 00 14. 00 17. 00 4 .260 13. 00 26. 00 8 . 00 29. 00 16. 00 3. 00 26. 00 26. 00 26. 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/3/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4RA.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence WATER SUPPLY ANALYSIS Static: 96. 00 psi Resid: 93 . 00 psi Flow: 1990 . 0 gpm 120. 0 LEGEND 100. 0 _ 1 gAvailable pressure 1 95 . 97 psi @ 152 . 4 gpm G A U 2 Required pressure 80 . 0 _ G 37 . 33 psi @ 152. 4 gpm A. Source Supply Curve R B. System Demand Curve E 60. 0 _ S S U R E 40 . 0 2 p s i ) 20. 0B_ 0 .0 _ -14 .7 I I 1 1 I 1 1 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) )te: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/3/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4RA.SDF JOB TITLE: Tigard Senior Housing 4th Fl Residence WATER SUPPLY CURVE 96*0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ I 93. 0 psi @ 1990 gpm-> Flow Test Point 88+ 80+ 72+ 1 P 64+ R I E I S 1 S 56+ U I R I E 1 48+ ( I P I S I I 40+ IX 32+ 24+ 16+ LEGEND I " I X = Required Water Supply I 37 . 33 psi @ 152 . 4 gpm 8+ I 0 = Available Water Supply " I 95 . 97 psi @ 152 . 4 gpm " I " 0++ +---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Patriot Fire Protection, Inc. 4708 NE Minnehaha Street Vancouver, WA 98661 HYDRAULIC CALCULATIONS FOR Tigard Senior Housing Fourth Floor Corridor DRAWING NUMBER: FP4 of 5 DATE: MAY 23, 2022 -DESIGN DATA- REMOTE AREA NUMBER: 31-1544-C REMOTE AREA LOCATION: 4th Floor Corridor OCCUPANCY CLASSIFICATION: Light DENSITY: . 10 gpm/sq. ft . AREA OF APPLICATION: 4 heads COVERAGE PER SPRINKLER: 14 'x 14 ' TYPE OF SPRINKLERS CALCULATED : Reliable KRes 49 K=4 . 9 NUMBER OF SPRINKLERS CALCULATED: 4 *IN-RACK SPRINKLER DEMAND: NA HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 179. 9 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 79. 9 gpm @ 50 . 0 psi TYPE OF SYSTEM: NFPA 13 Wet CPVC Residential *VOLUME OF DRY OR PREACTION SYSTEM: NA WATER SUPPLY Source: City of Tigard Test Date : 2/3/21 Test By: Wyatt F. P . Location: Omara and Site Static: 96 psi Residual: 93 psi Flow: 1990 gpm Source Elevation Relative to Finished Floor Level : 0 ft . INSTALLING CONTRACTOR Name: Patriot Fire Protection Address : 4708 NE Minnehaha Street Vancouver, WA 98661 Phone: 360-699-4403 Certification number: 70822 NAME OF DESIGNER: Kevin Long AUTHORITY HAVING JURISDICTION: City NOTES: Calculations performed by HASS under license # 64620524 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results . ) ••41� fF�' N3t G'14f .. e`; . f'• GO' 4 "h 8 74�'tcytk g17.0 J. GfF.SS FAhir1E.8 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/23/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4C.SDF JOB TITLE: Tigard Senior Housing 4th Fl Corridor 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 96. 0 93 . 0 1990. 0 96. 0 179. 9 55.7 Available pressure is 40 . 3 psi (42%) greater than required pressure. AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 179. 9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 100 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 79. 9 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 1 41 . 7 - - - - 19. 9 - - - - - - - - - - - - 2 41 .7 - - - - 20 . 3 - - - - - - - - - - - - 3 41 . 7 - - - - 22 .0 - - - - - - - - - - - - 4 41 .7 - - - - 19 . 9 - - - - - - - - - - - - 5 41 . 7 - - - - 19.8 - - - - - - - - - - - - 6 41 . 7 - - - - 19.8 - - - - - - - - - - - - 7 41 .7 - - - - 22 .0 - - - - - - - - - - - - 9 41 . 7 - - - - 19 . 7 - - - - - - - - - - - - 10 41 . 7 - - - - 19 .3 - - - - - - - - - - - 11 41 . 7 - - - - 18 .4 - - - - - - - - - - - - 11C 40 . 5 K= 4 . 90 18 .1 20 . 9 84 . 0 0 . 100 0 .248 12 41 . 7 - - - - 17 .7 - - - - - - - - - - - - 13 41 .7 - - - - 16 .4 - - - - - - - - - - - - 13C 40 . 5 K= 4 . 90 16 . 2 19.7 84 . 0 0 . 100 0.235 14 41 .7 - - - - 16. 3 - - - - - - - - - - - - 15 41 . 7 - - - - 16 .2 - - - - - - - - - - - - 15C 40 .5 K= 4 . 90 16 . 0 19. 6 196 . 0 0 . 100 0 . 100 16 41 . 7 - - - - 16.4 - - - - - - - - - - - - 17 41 .7 - - - - 16 . 4 - - - - - - - - - - - - 17C 40 . 5 K= 4 . 90 16 .2 19.7 84 . 0 0 . 100 0 .235 18 41 . 7 - - - - 18 .3 - - - - - - - - - - - - 19 41 . 7 - - - - 18 .5 - - - - - - - - - - - - 20 41 . 7 - - - - 20 .7 - - - - - - - - - - - - 21 41 . 7 - - - - 22 . 1 - - - - - - - - - - - - 25 41 . 7 - - - - 19 . 6 - - - - - - - - - - - - 26 41 .7 - - - - 22 .3 - - - - - - - - - - - - 28 41 . 7 - - - - 22 . 9 - - - - - - - - - - - - 29 41 . 7 - - - - 19 . 8 - - - - - - - - - - - - 30 41 . 7 - - - - 22 . 9 - - - - - - - - - - - - RT4 41 .7 - - - - 23 .3 - - - - - - - - - - - - 32 31 . 3 - - - - 28 . 6 - - - - - - - - - - - - 33 31 . 3 - - - - 29 . 0 - - - - - - - - - - 34 31 .2 - - - - 30 . 8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/23/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4C.SDF JOB TITLE: Tigard Senior Housing 4th Fl Corridor NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 35 31 .2 - - - - 31 . 8 - - - - - - - - - - - - RT3 31 . 2 - - - - 32 . 6 - - - - - - - - - - - - RT2 21 . 3 - - - - 37 .4 - - - - - - - - - - - - RT1 11 . 3 - - - - 42 . 8 - - - - - - - - - - - - 36 11 .4 - - - - 44 .2 - - - - - - - - - - - - RT 11 .4 - - - - 44 . 6 - - - - - - - - - - - - RB2 2 . 0 - - - - 49.3 - - - - - - - - - - - - RB1 2 . 0 - - - - 49. 4 - - - - - - - - - - - - RB 0 . 5 HOSE STREAM 50 . 0 100.0 - - - - - - - - - UG1 -4 . 0 - - - - 52 . 0 - - - - - - - - - - - - BF2 -4 .0 - - - - 52 .3 - - - - - - - - - - - - BF1 -4 . 0 - - - - 57 .3 - - - - - - - - - - - - SOURCE 0 . 0 SOURCE 55. 7 179. 9 - - - - - - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/23/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4C.SDF JOB TITLE: Tigard Senior Housing 4th Fl Corridor 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 -11 . 5 1 . 101 PL 6 . 83 PF 0 . 4 1 41 . 7 0 . 0 19 . 9 0 . 0 3. 9 150 FTG T PE 0 . 0 2 41 . 7 0. 0 20 . 3 0 . 0 0 . 024 TL 16.39 PV Pipe: 3 -11 . 5 1 . 101 PL 59. 17 PF 1 .7 2 41 .7 0 . 0 20 . 3 0 . 0 3 . 9 150 FTG T PE 0 . 0 3 41 .7 0 . 0 22 . 0 0 . 0 0. 024 TL 68 .73 PV Pipe: 4 -11 . 5 2 . 003 PL 12 . 83 PF 0 . 0 3 41 . 7 0 . 0 22 . 0 0 . 0 1 .2 150 FTG T PE 0 . 0 7 41 . 7 0 . 0 22 . 0 0 . 0 0 . 001 TL 25 . 79 PV Pipe: 5 11 . 5 1 .394 PL 0 . 50 PF 0 . 0 1 41 . 7 0 . 0 19 . 9 0 . 0 2 . 4 150 FTG ---- PE 0 . 0 4 41 .7 0 . 0 19 . 9 0 . 0 0. 008 TL 0.50 PV Pipe: 7 11 . 5 1 . 394 PL 10 . 83 PF 0 . 1 4 41 . 7 0. 0 19. 9 0 . 0 2 . 4 150 FTG ---- PE 0 .0 5 41.7 0. 0 19. 8 0 . 0 0 . 008 TL 10 . 83 PV Pipe : 9 11 . 5 1 . 394 PL 1 . 50 PF 0 . 0 5 41 . 7 0 . 0 19 . 8 0 .0 2 . 4 150 FTG ---- PE 0 . 0 6 41 . 7 0 . 0 19 . 8 0. 0 0. 008 TL 1 .50 PV Pipe: 10 -11 . 9 1 . 101 PL 66.00 PF 2 . 2 6 41 . 7 0 . 0 19. 8 0 . 0 4 . 0 150 FTG 2T PE 0 . 0 7 41 .7 0 . 0 22 . 0 0 . 0 0. 026 TL 85 . 13 PV Pipe: 12 -23 . 4 2 . 003 PL 9 .00 PF 0 . 1 7 41 . 7 0 . 0 22 . 0 0 .0 2 .4 150 FTG T PE 0 . 0 21 41 . 7 0 . 0 22 . 1 0 . 0 0 . 005 TL 21. 96 PV Pipe: 13 23 .4 1 . 394 PL 4 . 00 PF 0 . 1 6 41 . 7 0 . 0 19. 8 0 . 0 4 . 9 150 FTG ---- PE 0 . 0 9 41 . 7 0 . 0 19. 7 0 . 0 0 . 029 TL 4 . 00 PV Pipe: 15 23 . 4 1 . 394 PL 5 . 00 PF 0 .4 9 41 . 7 0. 0 19. 7 0 . 0 4 . 9 150 FTG T PE 0 . 0 10 41. 7 0 . 0 19 . 3 0 . 0 0 . 029 TL 14 .52 PV Pipe: 16 20 . 9 1 . 101 PL 2 . 00 PF 0 . 9 10 41 . 7 0 . 0 19. 3 0 . 0 7 . 0 150 FTG T PE 0 . 0 11 41 .7 0. 0 18 . 4 0 .0 0 . 074 TL 11 . 56 PV Pipe: 16A 20 . 9 1 . 101 PL 1 .21 PF 0 .8 11 41 . 7 0 . 0 18 . 4 0 . 0 7 . 0 150 FTG T PE 0 . 5 11C 40 . 5 4 . 9 18 . 1 20 . 9 0 . 074 TL 10 .77 PV Pipe: 17 30. 0 1 . 101 PL 1 . 17 PF 1 . 6 10 41 . 7 0 . 0 19 . 3 0 . 0 10 . 1 150 FTG T PE 0 . 0 12 41 . 7 0 . 0 17 . 7 0 .0 0 . 144 TL 10 .73 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/23/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4C.SDF JOB TITLE: Tigard Senior Housing 4th Fl Corridor 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: 18 30 . 0 1 . 101 PL 9. 00 PF 1 . 3 12 41 .7 0 . 0 17 . 7 0 . 0 10. 1 150 FTG ---- PE 0 . 0 13 41 . 7 0 . 0 16 . 4 0. 0 0 . 144 TL 9. 00 PV Pipe : 18A 19 . 7 1 . 101 PL 1 .21 PF 0 .7 13 41 .7 0 . 0 16 . 4 0 . 0 6 . 7 150 FTG T PE 0 .5 13C 40. 5 4 . 9 16 . 2 19 . 7 0 . 066 TL 10 . 77 PV Pipe: 19 10 . 3 1 . 101 PL 7 . 00 PF 0 . 1 13 41 . 7 0 . 0 16.4 0 . 0 3.5 150 FTG ---- PE 0 . 0 14 41 . 7 0 . 0 16. 3 0 . 0 0. 020 TL 7 . 00 PV Pipe : 20 10 .3 1 . 101 PL 4 .50 PF 0 . 1 14 41 . 7 0 . 0 16.3 0.0 3.5 150 FTG ---- PE 0 . 0 15 41 .7 0 . 0 16. 2 0 .0 0 . 020 TL 4 .50 PV Pipe: 20A 19 . 6 1 . 101 PL 1 .21 PF 0 .7 15 41 .7 0 . 0 16 .2 0 . 0 6 . 6 150 FTG T PE 0 .5 15C 40 . 5 4 . 9 16 . 0 19 . 6 0 . 066 TL 10 . 77 PV Pipe: 21 -9. 3 1 . 101 PL 10 . 50 PF 0 .2 15 41 .7 0 . 0 16 . 2 0 . 0 3 . 1 150 FTG ---- PE 0 . 0 16 41 . 7 0 . 0 16. 4 0 . 0 0 . 016 TL 10 .50 PV Pipe: 22 -9. 3 1 . 101 PL 0 . 50 PF 0 . 0 16 41. 7 0 . 0 16. 4 0. 0 3. 1 150 FTG ---- PE 0 . 0 17 41 .7 0. 0 16 .4 0 . 0 0 . 016 TL 0 . 50 PV Pipe: 22A 19.7 1 . 101 PL 1 .21 PF 0 . 7 17 41 . 7 0 . 0 16 . 4 0 . 0 6 . 6 150 FTG T PE 0 .5 17C 40 . 5 4 . 9 16.2 19. 7 0 . 066 TL 10 .77 PV Pipe: 23 -29 . 0 1 .101 PL 14 . 00 PF 1 . 9 17 41 . 7 0 . 0 16 . 4 0 . 0 9 . 8 150 FTG ---- PE 0 .0 18 41 . 7 0. 0 18 . 3 0 . 0 0. 135 TL 14 . 00 PV Pipe: 24 -29. 0 1 . 101 PL 2 . 00 PF 0 . 3 18 41 . 7 0. 0 18 . 3 0 . 0 9 . 8 150 FTG ---- PE 0 . 0 19 41 .7 0 . 0 18 . 5 0 . 0 0 . 135 TL 2 . 00 PV Pipe: 25 -29 . 0 1 . 101 PL 16 . 00 PF 2 .2 19 41 . 7 0 . 0 18 .5 0 . 0 9. 8 150 FTG ---- PE 0 . 0 20 41 . 7 0 . 0 20 . 7 0 . 0 0. 135 TL 16. 00 PV Pipe: 26 -29. 0 1 . 101 PL 1 . 00 PF 1 .4 20 41 .7 0 . 0 20 . 7 0 . 0 9. 8 150 FTG T PE 0 . 0 21 41 . 7 0 . 0 22 . 1 0 . 0 0 . 135 TL 10. 56 PV Pipe: 30 -52 . 4 2 . 003 PL 9 . 00 PF 0 .2 21 41 . 7 0 . 0 22 . 1 0 . 0 5 . 3 150 FTG ---- PE 0 . 0 26 41 . 7 0 . 0 22 . 3 0 . 0 0 .022 TL 9 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/23/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4C. SDF JOB TITLE: Tigard Senior Housing 4th Fl Corridor 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: 31 -27 . 5 1 . 394 PL 9. 00 PF 0 . 4 10 41 . 7 0 . 0 19 . 3 0 . 0 5 . 8 150 FTG ---- PE 0 . 0 25 41 . 7 0 . 0 19 . 6 0 . 0 0. 039 TL 9. 00 PV Pipe: 32 -13 .2 1 .101 PL 66. 00 PF 2 . 7 25 41. 7 0. 0 19 . 6 0 . 0 4 . 5 150 FTG 2T PE 0 . 0 26 41 . 7 0. 0 22 . 3 0 . 0 0. 032 TL 85.13 PV Pipe: 34 -65 . 6 2 . 003 PL 4 . 92 PF 0. 6 26 41 . 7 0 . 0 22 . 3 0 . 0 6. 7 150 FTG T PE 0 . 0 28 41 . 7 0 . 0 22 . 9 0 .0 0 . 033 TL 17 . 88 PV Pipe: 35 14 . 3 2 . 003 PL 7 . 92 PF 0. 0 28 41 . 7 0 . 0 22 . 9 0. 0 1 . 5 150 FTG T PE 0. 0 30 41 .7 0 . 0 22 . 9 0 . 0 0 . 002 TL 20 . 88 PV Pipe: 36 -14 . 3 1 . 394 PL 12 . 83 PF 0 . 1 25 41 . 7 0. 0 19 . 6 0 . 0 3 . 0 150 FTG ---- PE 0. 0 29 41 . 7 0 . 0 19 . 8 0 . 0 0. 012 TL 12 . 83 PV Pipe: 37 -14 . 3 1 . 101 PL 66. 00 PF 3. 1 29 41 . 7 0 . 0 19. 8 0 . 0 4 . 8 150 FTG 2T PE 0. 0 30 41 . 7 0. 0 22 . 9 0 . 0 0 . 036 TL 85. 13 PV Pipe: 38 -79. 9 2 . 003 PL 1 . 67 PF 0. 4 28 41. 7 0 . 0 22 . 9 0 . 0 8 . 1 150 FTG E PE 0. 0 RT4 41. 7 0 . 0 23. 3 0 . 0 0 . 048 TL 8 . 15 PV Pipe: 39 -79 . 9 2 . 003 PL 10 . 42 PF 0 . 8 RT4 41 .7 0 . 0 23 . 3 0 . 0 8 . 1 150 FTG E PE 4 . 5 32 31 .3 0. 0 28 . 6 0 . 0 0. 048 TL 16. 90 PV Pipe: 40 -79 . 9 2 . 003 PL 7 . 08 PF 0 . 3 32 31 .3 0 . 0 28 . 6 0 . 0 8 . 1 150 FTG ---- PE 0. 0 33 31 . 3 0 . 0 29. 0 0 . 0 0 . 048 TL 7 . 08 PV Pipe: 41 -79 . 9 2 . 003 PL 24 . 92 PF 1 . 8 33 31 . 3 0 . 0 29 . 0 0 . 0 8 . 1 150 FTG T PE 0 . 0 34 31.2 0 . 0 30 . 8 0 . 0 0 . 048 TL 37 . 88 PV Pipe: 42 -79 . 9 2 . 003 PL 7 . 42 PF 1 . 0 34 31 . 2 0 . 0 30. 8 0 . 0 8 . 1 150 FTG T PE 0. 0 35 31.2 0 . 0 31 . 8 0 . 0 0 . 048 TL 20 . 38 PV Pipe: 43 --79 . 9 2 . 003 PL 4 . 92 PF 0. 9 35 31 .2 0 . 0 31. 8 0 . 0 8 . 1 150 FTG T PE 0. 0 RT3 31 .2 0 . 0 32 . 6 0 . 0 0 . 048 TL 17 . 88 PV Pipe: 44 -79 . 9 2 . 003 PL 9. 92 PF 0 . 5 RT3 31 .2 0. 0 32 . 6 0 . 0 8 . 1 150 FTG ---- PE 4 . 3 RT2 21 . 3 0 . 0 37 . 4 0 . 0 0 .048 TL 9. 92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/23/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4C.SDF JOB TITLE: Tigard Senior Housing 4th Fl Corridor 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 : 45 -79. 9 2 . 003 PL 10 .00 PF 1 . 1 RT2 21 . 3 0 . 0 37 . 4 0 . 0 8 . 1 150 FTG T PE 4 .3 RT1 11 . 3 0. 0 42 . 8 0 . 0 0 . 048 TL 22 . 96 PV Pipe: 46 -79. 9 2 . 003 PL 15. 67 PF 1 . 4 RT1 11 .3 0. 0 42 . 8 0 . 0 8 .1 150 FTG T PE 0. 0 36 11 .4 0.0 44 .2 0. 0 0. 048 TL 28 . 63 PV Pipe : 47 -79. 9 2 . 423 PL 3.75 PF 0 .4 36 11 . 4 0 . 0 44 . 2 0 . 0 5 . 6 150 FTG E PE 0 . 0 RT 11 . 4 0 . 0 44 . 6 0 . 0 0 . 019 TL 20 . 13 PV Pipe: 48 -79. 9 2 . 635 PL 9 .39 PF 0 .7 RT 11 . 4 0. 0 44 . 6 0 . 0 4 . 7 120 FTG TB PE 4 . 1 RB2 2 . 0 0 . 0 49 . 3 0 . 0 0 . 019 TL 36. 39 PV Pipe: 49 -79. 9 4 .260 PL 1 . 50 PF 0 . 1 RB2 2 .0 0. 0 49. 3 0. 0 1 .8 120 FTG T PE 0 . 0 RB1 2 . 0 0 . 0 49. 4 0 . 0 0 . 002 TL 27 .50 PV Pipe: 50 -79. 9 4 .260 PL 1 .50 PF 0 . 0 RB1 2 . 0 0 . 0 49 . 4 0 .0 1. 8 120 FTG ---- PE 0. 6 RB 0. 5 H.S. 50 . 0 100 . 0 0. 002 TL 1 .50 PV Pipe: 51 -179 . 9 6 . 100 PL 10 . 00 PF 0 . 0 RB 0 . 5 H.S . 50. 0 100. 0 2. 0 150 FTG ---- PE 1 . 9 UG1 -4 . 0 0. 0 52 . 0 0 . 0 0 . 001 TL 10 . 00 PV Pipe: 52 -179. 9 6. 160 PL 270 . 00 PF 0 . 4 UG1 -4 . 0 0 . 0 52 . 0 0 . 0 1 . 9 140 FTG 4E PE 0. 0 BF2 -4 . 0 0. 0 52 . 3 0 .0 0 . 001 TL 350 .34 PV Pipe: 53 FIXED PRESSURE LOSS DEVICE BF1 -4 . 0 0 . 0 57 .3 0 . 0 5. 0 psi, 179. 9 gpm BF2 -4 . 0 0. 0 52 .3 0 . 0 Pipe : 54 -179 . 9 6. 160 PL 10 .00 PF 0 . 1 BF1 -4 . 0 0 . 0 57 . 3 0 . 0 1 . 9 140 FTG TG PE -1 . 7 SOURCE 0 .0 SRCE 55. 7 (N/A) 0 . 001 TL 57 .34 PV NOTES (BASS) : (1) Calculations were performed by the HASS 8 .8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620524 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 . 003 gpm and a maximum imbalance at any node of 0 . 145 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/23/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4C.SDF JOB TITLE: Tigard Senior Housing 4th Fl Corridor (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10 . 1 ft/sec at pipe 18 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . (5) PIPE FITTINGS TABLE User Pipe Table Name: CUSTOM.PIP PAGE : * MATERIAL: S40 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 DPVly NPTee F F45E11 1 . 101 2 . 53 6 . 33 2 . 53 6. 33 7.59 1 .27 12 . 66 2 . 53 6.33 1 .27 1 .394 3 . 15 6. 30 2 . 10 7 . 35 6. 30 1 . 05 10 . 50 10 .50 6 .30 1 .58 2 . 003 4 .29 8 . 58 2 . 57 9. 44 5. 15 0 . 86 8 . 58 8 .58 8 .58 2 . 14 2 . 423 10 . 84 21 . 68 6. 50 23 . 85 13. 01 2 . 17 21 . 68 21 . 68 21 . 68 5 .42 6. 100 14 .40 30. 85 9 .26 32 . 91 10 .28 3 . 09 28 . 80 28 . 80 30. 85 7 .20 6.160 15. 10 32 . 36 9. 71 34 . 52 10. 79 3.24 30 .20 30 .20 32 .36 7 . 55 PAGE: A MATERIAL: S40-TW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2 . 635 8 . 00 17 . 00 6 . 00 19. 00 10 . 00 1 . 00 14 . 00 14 . 00 17 . 00 4 .260 13 .00 26. 00 8 .00 29 . 00 16.00 3 . 00 26. 00 26. 00 26. 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/23/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4C.SDF JOB TITLE: Tigard Senior Housing 4th Fl Corridor WATER SUPPLY ANALYSIS Static: 96.00 psi Resid: 93 . 00 psi Flow: 1990. 0 gpm 120. 0 L_ LEGEND 100 . 0 1 M Available pressure 1 95 . 96 psi @ 179. 9 gpm A U 2 M Required pressure 80. 0 _ G 55 . 66 psi @ 179 . 9 gpm E P A. Source Supply Curve R B. System Demand Curve E 60 . 0 _ 2 P S U R E 40 .0 p s 20 . 0 _ 0. 0 -14 .7 I I I I I I I 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) te : (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/23/2022RD SENIOR HOUSING\DOCUMENTS\HYDRAULIC CALCS\31-1544-4C.SDF JOB TITLE: Tigard Senior Housing 4th Fl Corridor WATER SUPPLY CURVE 96*0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 93 . 0 psi @ 1990 gpm-> * Flow Test Point 88+ 80+ 1 72+ 1 1 1 P 64+ R E S S 56+X U R E 1 48+ ( P S I 40+ 32+ 24+ 16+ LEGEND X = Required Water Supply 55 . 66 psi @ 179. 9 gpm 8+ 0 = Available Water Supply " 95. 96 psi @ 179 . 9 gpm n +------- + Ot+-+---+----+ t + -+ t 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)