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Report fp vv3 ` LIQ S(A) /[27z 1.141iM!‘ RECEIVED MAR 10 2015 CITY OF TIGARD BUILDING DIVISION Fire Protection by Computer Design AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : Bull Mountain Residence Hydraulic Calc. Building : FP-2 Location : 14680 SW 117th Place, Tigard, OR 97224 System : 1 Contract : 15019 Data File : Bull Mountain Residence Hydraulic Calc.wxf.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP Systems, Inc. Page 1 Bull Mountain Residence Hydraulic Calc. Date 3/4/15 HYDRAULIC CALCULATIONS for Project name: Bull Mountain Residence Location: 14680 SW 117th Place, Tigard, OR 97224 Drawing no: FP-2 Date: 3/5/15 Design Remote area number: 1 Remote area location: Master Bedroom Occupancy classification: 13D Density: .05-Gpm/SqFt Area of application: per mgf list-SqFt Coverage per sprinkler: 324- SqFt Type of sprinklers calculated: Tyco TY3596 4.9 K-Fact. Resid. Concealed No. of sprinklers calculated: 2 In-rack demand: n/a-GPM Hose streams: n/a-GPM Total water required(including hose streams): 34.26-GPM @ 38.078-Psi Type of system: Wet Volume of dry or preaction system: n/a-Gal Water supply information Date: 3/4/15 • Location: Bull Mountain Rd. and Aspen Ridge Dr. Source: City of Tigard Name of contractor: AFP Systems, Inc. Address: 19435 SW 129th Ave., Tualatin, OR 97062 Phone number: 503.692.9284 Name of designer: Ken Molinari Authority having jurisdiction: City of Tigard Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP Systems,Inc. Page 2 Bull Mountain Residence Hydraulic Calc. Date 3/4/15 City Water Supply: Demand: Cl -Static Pressure : 72 D1 -Elevation : -2.563 C2-Residual Pressure: 38 D2-System Flow :34.259 C2-Residual Flow : 1034 D2-System Pressure : 62.171 Hose(Demand) D3-System Demand :34.259 Safety Margin : 9.767 150 140 130 p 120 R 110 _ E 100 S 90 . s 80 C1 D70 R60 di E 50 40 C2 30 20 10 201400 600 800 1000 1200 1400 1600 1800 FLOW(N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 • • Fittings Used Summary AFP Systems,Inc. Page 3 Bull Mountain Residence Hydraulic Calc. Date 3/4/15 Fitting Legend Abbrev. Name ''/ '/. 1 11/4 1'/ 2 21/4 3 31/4 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N* CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaa Ames 2000B Fitting generates a Fixed Loss Based on Flow -Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note:Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 • . Pressure / Flow Summary - STANDARD AFP Systems, Inc. Page 4 Bull Mountain Residence Hydraulic Calc. Date 3/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual _ Actual Req. • H1 25.083 4.9 12.0 na 16.97 0.05 324 12.0 H2 22.333 4.9 12.44 na 17.28 0.05 324 12.0 29 23.0 13.57 na 28 23.0 13.58 na 25 20.083 17.77 na 20 20.083 18.75 na 10 9.5 24.49 na 5 9.5 26.34 na TOR 9.5 29.53 na BOR 1.0 38.08 na UG1 0.0 40.91 na UG2 0.0 47.29 na UG3 13.0 58.44 na UG4 13.0 62.96 na UG5 13.0 69.94 na UG6 31.0 62.15 na UG7 31.0 62.17 na SRC 31.0 62.17 na The maximum velocity is 13.32 and it occurs in the pipe between nodes UG3 and UG4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Hazen-Williams AFP Systems, Inc. Page 5 Bull Mountain Residence Hydraulic Calc. Date 3/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 16.97 1.101 N 7.0 1.333 12.000 K Factor=4.90 to 150.0 0 5.0 12.000 0.902 29 16.97 0.0503 0.0 13.333 0.670 Vel= 5.72 0.0 16.97 13.572 K Factor= 4.61 H2 17.28 1.101 2N 14.0 8.500 12.443 K Factor=4.90 to 150.0 0 5.0 19.000 -0.289 28 17.28 0.0519 0.0 27.500 1.428 Vel = 5.82 0.0 17.28 13.582 K Factor= 4.69 29 16.97 1.394 0.0 0.667 13.572 to 150.0 0.0 0.0 0.0 28 16.97 0.0150 0.0 0.667 0.010 Vel = 3.57 28 17.29 1.394 3N 24.0 20.083 13.582 to 150.0 0 6.0 30.000 1.263 25 34.26 0.0584 0.0 50.083 2.924 Vel= 7.20 25 0.0 1.394 0 6.0 10.833 17.769 to 150.0 0.0 6.000 0.0 20 34.26 0.0583 0.0 16.833 0.982 Vel = 7.20 20 0.0 1.598 2N 18.0 12.500 18.751 to 150.0 0 8.0 26.000 4.584 10 34.26 0.0300 0.0 38.500 1.155 Vel = 5.48 10 0.0 1.598 2N 18.0 43.500 24.490 to 150.0 0.0 18.000 0.0 5 34.26 0.0300 0.0 61.500 1.846 Vel = 5.48 5 0.0 1.598 5N 45.0 61.417 26.336 to 150.0 0.0 45.000 0.0 TOR 34.26 0.0300 0.0 106.417 3.193 Vel= 5.48 TOR 0.0 1.61 Zaa 0.0 8.500 29.529 to 150.0 0.0 0.0 8.302 **Fixed Loss=4.621 BOR 34.26 0.0291 0.0 8.500 0.247 Vel= 5.40 0.0 34.26 38.078 K Factor= 5.55 BOR 34.26 1.069 E 1.307 10.000 38.078 to 150.0 0.0 1.307 0.433 UG1 34.26 0.2126 0.0 11.307 2.404 Vel = 12.25 UG1 0.0 1.069 0.0 30.000 40.915 to 150.0 0.0 0.0 0.0 UG2 34.26 0.2126 0.0 30.000 6.378 Vel= 12.25 UG2 0.0 1.069 3E 3.921 75.000 47.293 to 150.0 0.0 3.921 -5.630 UG3 34.26 0.2126 0.0 78.921 16.778 Vel= 12.25 UG3 0.0 1.025 0.0 2.000 58.441 to 150.0 0.0 0.0 4.000 **Fixed Loss=4 UG4 34.26 0.2610 0.0 2.000 0.522 Vel = 13.32 UG4 0.0 1.025 T 6.75 20.000 62.963 • to 150.0 0.0 6.750 0.0 UG5 34.26 0.2609 0.0 26.750 6.979 Vel = 13.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 6 Bull Mountain Residence Hydraulic Calc. Date 3/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG5 0.0 6.16 2T 86.075 15.000 69.942 to 140.0 0.0 86.075 -7.796 UG6 34.26 0.0 0.0 101.075 0.005 Vel = 0.37 UG6 0.0 6.16 T 43.037 300.000 62.151 to 140.0 0.0 43.037 0.0 UG7 34.26 0.0 0.0 343.037 0.017 Vel= 0.37 UG7 0.0 6.16 T 43.037 8.000 62.168 to 140.0 G 4.304 67.425 0.0 SRC 34.26 0.0 E 20.084 75.425 0.003 Vel = 0.37 0.0 34.26 62.171 K Factor= 4.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I. HYDRANT FLOW REQUEST FORM PROJECT: SW Bull Mtn. Rd &SW Mcfarland ADDRESS: CROSS STREET: FLOW HYDRANT LOCATION: SW Bull Mt. & SW Aspen Ridge Dr. STATIC: 72 RESIDUAL: 38 GPM: 1034.0 @ 20 PSI= 2841.0 DATED: 03.04.15 0800 MONITOR HYDRANT LOCATION: 1/2 block east of flow hydrant STATIC: 72 RESIDUAL: 64 GPM: DATED: 03.04.15 0800 WITNESS WITNESSED BY: Matt Kaatz TITLE: ORGANIZATION: City of Tigard SIGNATURE: • r \...,..._.-_- 6" DIP.._ _ 108034410603461 0347 i --__�__._ 000343 7 4111,A1 L..__ i 1060345.... n -- .. 0_ lellO I 0 E Co 1 .1-A 106036710B03$6 1080348,,,/.. , , i 080394 r 1060391 r 1060395 r �, s^ 10603831 -1-4‘--11035OB:396 1060 91060350 6".CIP oBu3 10/3036210 80365 BULL_MOUN7AIN RD_ 6'.DIP xit-b- •8-5-s-"-_12 DIF _ - 1 1060392 . x I i �;1DB0361108 ��i r101303:4,i1 I I,Vi ,} 14621 I - dia 1:17... 1 i'l ki.-01 - ----7,._::_ 106 i `j ^ .__-__...,,.......___��_ ix, 101 1303 VI; g 1 2. ai1�'' ___`_w ., , Feet 0 125 .—