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/ s w (,4/5/1/ Ro( . jet RECENE JUN 2 4 2008 BUILDING DWI SIO dc:im r ....i 1Mltr if I — I�Inu�► ELECTRICAL HEATING EIRE PROTECTION PLUMBING MAINTENANCE WOOD PRODUCTS "Solutions for a streamlined project" JET FIRE PROTECTION 1935 SILVERTON RD NE SALEM, OR 97301 503 - 588 -5262 Job Name : TVF &R GARAGE BAYS Building : FIRE STATION Location : 12585 WALNUT ROAD TIGARD, OR System : Contract : Data File : TVF &R GARAGE BAYS.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 TVF &R GARAGE BAYS Date Hydraulic Design Information Sheet Name - TVF & 4 STATION 50 Date - 06/13/08 Location - 12585 WALNUT ROAD TIGARD, OR Building - FIRE STATION System No. - Contractor - JET FIRE PROTECTION Contract No. - Calculated By - BJD Drawing No. - Construction: ( *) Combustible ( ) Non - Combustible Ceiling Height - 18' -0" Occupancy - MIXED - NON SEPERATED S ( *) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( *) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler /Nozzle Density - .20 ( *) Wet Make VIC D Area Per Sprinkler - 125 ( ) Dry Model V34 E Elevation at Highest Outlet - 25.500 ( ) Deluge Size 3/4 S Hose Allowance - Inside - ( ) Preaction K- Factor 8.0 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - Press Required - Summary C- Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 2/14/08 Cap. - T Time of Test - 8.00AM Rated Cap.- Elev.- E Static Press - 80 Q Press - R Residual Press - 79 Elev. - Well Flow - 716 Proof Flow S Elevation - 0 U P Location - P L Source of Information - Y C Commodity NA Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack M _ ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Water Supply Curve (C) JET FIRE PROTECTION Page 2 TVF &R GARAGE BAYS Date City Water Supply: Demand: Cl - Static Pressure : 80 D1 - Elevation : 11.044 C2 - Residual Pressure: 79 D2 - System Flow : 330.27 C2 - Residual Flow : 716 D2 - System Pressure : 66.761 Hose (Adj City) : Hose ( Demand) : 250 D3 - System Demand : 580.27 Safety Margin : 12.561 150 - - - - - 140 130 p 120 R 110 E 100 S 90 C1 S 80 9 V C2 106 UM& n2 R 60 - D3 E • 50 40 30 20 10 i D1 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary JET FIRE PROTECTION Page 3 TVF &R GARAGE BAYS Date Fitting Legend Abbrev Name '/2 ' 1 1'% 1% 2 2% 3 3 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 1.2 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N CPVC 90'Ell Harvel- Spears 7 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firelock #001 0 0 0 0 0 3.5 4 3 5 0 6 8 8.5 10 13 0 0 0 0 0 0 0 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . • Pressure / Flow Summary - STANDARD JET FIRE PROTECTION Page 4 . TVF &R GARAGE BAYS Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 12.5 25.96 na 2 13.5 25.77 na 3 12.5 37.96 na 5 12.5 25.93 na 6 14.0 25.55 na 7 12.5 37.95 na 9 12.5 25.91 na 10 20 5 22.86 na 11 12.5 37.83 na 13 12.5 25.6 na 14 19.0 23.23 na 15 12.5 37.91 na 17 12 5 25.1 na 18 15.0 24.36 na 19 12.5 38.25 na 21 17.5 20.49 na 22 19.5 8 15.46 na 31.46 0.2 125 7.0 23 19.5 8 13.01 na 28.85 0.2 125 7.0 24 19.5 8 11.82 na 27.51 0.2 125 7.0 25 19.5 8 12.33 na 28.09 0.2 125 7.0 26 19.5 17.86 na 27 17.5 36.21 na 29 17.5 20.42 na 30 22.5 8 13.61 na 29.51 0.2 125 7.0 31 22.5 8 11.56 na 27.2 0.2 125 7.0 32 22.5 8 10.68 na 26.15 0.2 125 7.0 33 22.5 8 11.3 na 26.89 0.2 125 7.0 34 22.5 16.82 na . 35 17.5 36.42 na 37 17.5 20.58 na 38 25.5 8 12.15 na 27.89 0.2 125 7.0 39 25.5 8 10.41 na 25.82 0.2 125 7.0 ' 40 25.5 8 9.77 na 25.0 0.2 125 7.0 41 25.5 8 10.48 na 25.9 0.2 125 7.0 42 25.5 16.01 na 43 17.5 36.94 na 45 17.5 21 49 na 46 23.5 19.45 na 47 17.5 39.49 na 49 17.5 22.07 na 50 22.5 20.44 na 51 17.5 41.01 na 53 11.0 25.76 na 54 16.0 24.12 na 55 11 0 49.17 na 57 11.0 25.85 na 58 13.0 25.62 na 59 11.0 51.02 na 4 12.5 38.19 na 8 12.5 38.21 na 12 12 5 38.24 na 16 12.5 38.36 na 20 17.5 36.43 na 28 17.5 37.38 na 36 17.5 37.93 na 44 17.5 38.8 na 48 17.5 40.05 na 52 17.5 41.55 na 56 11.0 49.69 na ' 60 11.0 51.66 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard JET FIRE PROTECTION Page 5 TVF &R GARAGE BAYS Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req 61 0.0 58.3 na 62 0 0 63.67 na 63 0 0 66 76 na 250 0 The maximum velocity is 17.57 and it occurs in the pipe between nodes 56 and 60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams JET FIRE PROTECTION Page 6 TVF &R GARAGE BAYS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf /Ft Eqv. Ln. Total Pf Pn *NON REMOTE LINES 1 19.86 1.38 1T 6.0 1.000 25.962 to 120 0.0 6.000 -0.433 2 19.86 0.0339 0.0 7.000 0.237 Vel = 4.26 2 0.0 1.049 2E 4.0 87.500 25.766 to 120 0.0 4.000 0.433 3 19.86 0.1285 0.0 91.500 11.759 Vel = 7 37 3 0.0 1.38 1T 6.0 1.000 37.958 to 120 0.0 6.000 0.0 4 19.86 0.0337 0.0 7.000 0.236 Vel = 4 26 0.0 19.86 38.194 K Factor = 3.21 5 20.28 1.38 1T 6.0 1.500 25.932 to 120 0.0 6.000 -0.650 6 20.28 0.0352 0.0 7.500 0.264 Vel = 4.35 6 0.0 1.049 2E 4.0 84.000 25.546 to 120 0.0 4.000 0.650 7 20.28 0.1335 0.0 88.000 11.750 Vel = 7 53 7 0.0 1.38 1T 6.0 1.500 37.946 . to 120 0.0 6.000 0.0 8 20.28 0.0351 0.0 7.500 0.263 Vel = 4.35 0.0 20.28 38.209 K Factor = 3.28 9 20.97 1.38 1E 3.0 8.000 25.911 to 120 0.0 3.000 -3.465 10 20.97 0.0374 0.0 11.000 0.411 Vel = 4.50 10 0.0 1.049 0.0 81.000 22.857 to 120 0.0 0.0 3.465 11 20.97 0.1420 0.0 81.000 11.506 Vel = 7.78 11 0.0 1.38 1E 3.0 8.000 37.828 to 120 0.0 3.000 0.0 12 20.97 0.0374 0.0 11.000 0.411 Vel = 4.50 0.0 20.97 38.239 K Factor = 3.39 13 21.32 1.38 1T 6.0 5.500 25.604 to 120 0.0 6.000 -2.815 14 21.32 0.0384 0.0 11.500 0.442 Vel = 4.57 14 0.0 1.049 0.0 81.000 23.231 to 120 0.0 0.0 2.815 15 21.32 0.1465 0.0 81.000 11.866 Vel = 7.91 15 0.0 1.38 1T 6.0 5.500 37.912 to 120 0.0 6.000 0.0 16 21.32 0.0385 0.0 11.500 0.443 Vel = 4.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard . JET FIRE PROTECTION Page 7 TVF &R GARAGE BAYS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 0.0 21.32 38.355 K Factor = 3.44 17 21.87 1.38 1T 6.0 2.500 25.096 to 120 0.0 6.000 -1.083 18 21.87 0.0404 0.0 8.500 0.343 Vel = 4.69 18 0.0 1.049 0.0 83.500 24.356 to 120 0.0 0.0 1.083 19 21.87 0.1535 0.0 83.500 12.815 Vel = 8.12 19 0.0 1.38 1T 6.0 2.500 38.254 to 120 0.0 6.000 -2.166 20 21.87 0.0405 0.0 8.500 0.344 Vel = 4.69 0.0 21.87 36.432 K Factor = 3.62 *REMOTE LINES *LINE 1 21 -77.16 1.38 1N 8.0 2.000 20.486 to 120 0.0 8.000 -0.866 22 -77.16 - 0.4160 0.0 10.000 -4.160 Vel = 16.55 22 31.46 1.049 0.0 4.083 15.460 K Factor = 8.00 to 120 0.0 0.0 0.0 23 -45.7 - 0.6003 0.0 4.083 -2.451 Vel = 16.97 23 28.85 1.049 0.0 12.500 13.009 K Factor = 8.00 to 120 0.0 0.0 0.0 - 24 -16.85 - 0.0947 0.0 12.500 -1.184 Vel = 6.26 24 27.51 1.049 0.0 12.500 11.825 K Factor = 8.00 to 120 0.0 0.0 0.0 25 10.66 0.0406 0.0 12.500 0.508 Vel = 3.96 25 28.10 1.049 0.0 12.500 12.333 K Factor = 8.00 to 120 0.0 0.0 0.0 26 38.76 0.4426 0.0 12.500 5.532 Vel = 14.39 26 0.0 1.049 0.0 39.500 17.865 to 120 0.0 0.0 0.866 27 38.76 0.4425 0.0 39.500 17.480 Vel = 14.39 27 0.0 1.38 1N 8.0 2.000 36.211 to 120 0.0 8.000 0.0 28 38.76 0.1164 0.0 10.000 1.164 Vel = 8.31 0.0 38.76 37.375 K Factor = 6.34 *LINE 2 29 -71.04 1.38 1N 8.0 5.000 20.418 to 120 0.0 8.000 -2.166 30 -71.04 - 0.3570 0.0 13.000 -4.641 Vel = 15.24 30 29.52 1.049 0.0 4.083 13.611 K Factor = 8.00 to 120 0.0 0.0 0.0 31 -41.52 -0 5026 0.0 4.083 -2.052 Vel = 15.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Ca Iculations - Standard JET FIRE PROTECTION Page 8 TVF &R GARAGE BAYS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 31 27.20 1.049 0.0 12.500 11.559 K Factor = 8.00 to 120 0.0 0.0 0.0 32 -14.32 - 0.0702 0.0 12.500 -0.877 Vel = 5.32 32 26.14 1.049 0.0 12.500 10.682 K Factor = 8 00 to 120 0.0 0.0 0.0 33 11.82 0.0492 0.0 12.500 0.615 Vel = 4.39 33 26.89 1.049 0.0 12.500 11.297 K Factor = 8.00 to 120 0.0 0.0 0.0 34 38.71 0.4416 0.0 12.500 5.520 Vel = 14.37 34 0.0 1.049 0.0 39.500 16.817 to 120 0.0 0.0 2.166 35 38.71 0.4415 0.0 39.500 17.441 Vel = 14.37 35 0.0 1.38 1N 8.0 5.000 36.424 to 120 0.0 8.000 0.0 36 38.71 0.1162 0.0 13.000 1.510 Vel = 8.30 0.0 38.71 37.934 K Factor = 6.29 *LINE 3 37 -65.86 1.38 1N 8.0 8.000 20.584 - to 120 0.0 8.000 -3.465 38 -65.86 - 0.3104 0.0 16.000 -4.966 Vel = 14.13 38 27.89 1.049 0.0 4.083 12.153 K Factor = 8.00 to 120 0.0 0.0 0.0 39 -37.97 - 0.4262 0.0 4.083 -1.740 Vel = 14.10 39 25.81 1.049 0.0 12.500 10.413 K Factor = 8.00 to 120 0.0 0.0 0.0 40 -12.16 - 0.0518 0.0 12.500 -0.647 Vel = 4.51 40 25.00 1.049 0.0 12.500 9.766 K Factor = 8.00 to 120 0.0 0.0 0.0 41 12.84 0.0573 0.0 12.500 0.716 Vel = 4.77 41 25.90 1.049 0.0 12.500 10.482 K Factor = 8.00 to 120 0.0 0.0 0.0 42 38.74 0.4422 0.0 12.500 5.528 Vel = 14.38 42 0.0 1.049 0.0 39.500 16.010 to 120 0.0 0.0 3.465 43 38.74 0.4422 0.0 39.500 17.468 Vel = 14.38 43 0.0 1.38 1N 8.0 8.000 36.943 to 120 0.0 8.000 0.0 44 38.74 0.1163 0.0 16.000 1.861 Vel = 8.31 0.0 38.74 38.804 K Factor = 6.22 *NONREMOTE LINES 45 23.55 1.38 1T 6.0 6.000 21.491 to 120 0.0 6.000 -2.599 46 23.55 0.0463 0.0 12.000 0.556 Vel = 5.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard JET FIRE PROTECTION Page 9 TVF &R GARAGE BAYS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 46 0.0 1.049 4E 8.0 91.083 19.448 to 120 0.0 8.000 2.599 47 23.55 0.1761 0.0 99.083 17.445 Vel = 8.74 47 0.0 1.38 1T 6.0 6.000 39.492 to 120 0.0 6.000 0.0 48 23.55 0.0463 0.0 12.000 0.556 Vel = 5.05 0.0 23.55 40.048 K Factor = 3.72 49 24.24 1.38 1T 6.0 5.000 22.071 to 120 0.0 6.000 -2.166 50 24.24 0.0489 0.0 11.000 0.538 Vel = 5.20 50 0.0 1.049 4E 8.0 91.083 20.443 to 120 0.0 8.000 2.166 51 24.24 0.1857 0.0 99.083 18.403 Vel = 9.00 51 0.0 1.38 1T 6.0 5.000 41.012 to 120 0.0 6.000 0.0 52 24.24 0.0488 0.0 11.000 0.537 Vel = 5.20 0.0 24.24 41.549 K Factor = 3.76 53 30.40 1.38 1E 3.0 4.000 25.764 to 120 0.0 3.000 -2.166 54 30.4 0.0743 0.0 7.000 0.520 Vel = 6.52 54 0.0 1.049 0.0 81.083 24.118 . to 120 0.0 0.0 2.166 55 30.4 0.2823 0.0 81.083 22.891 Vel = 11.29 55 0.0 1.38 1E 3.0 4.000 49.175 to 120 0.0 3.000 • 0.0 56 30.4 0.0741 0.0 7.000 0.519 Vel = 6.52 0.0 30.40 49.694 K Factor = 4.31 57 31.56 1.38 1T 6.0 2.000 25.845 to 120 0.0 6.000 -0.866 58 31.56 0.0796 0.0 8.000 0.637 Vel = 6.77 58 0.0 1.049 0.0 81.083 25.616 to 120 0.0 0.0 0.866 59 31.56 0.3026 0.0 81.083 24.539 Vel = 11.72 59 0.0 1.38 1T 6.0 2.000 51 021 to 120 0.0 6.000 0.0 60 31.56 0.0795 0.0 8.000 0.636 Vel = 6.77 0.0 31.56 51.657 K Factor = 4.39 *BACK MAIN 1 -19.86 2.157 0.0 8.000 25.962 to 120 0.0 0.0 0.0 5 -19.86 - 0.0038 0.0 8.000 -0.030 Vel = 1.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Ca Iculations - Standard JET FIRE PROTECTION Page 10 TVF &R GARAGE BAYS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes Point Qt Pf /Ft Eqv Ln. Total Pf Pn 5 -20.29 2.157 0.0 1.500 25.932 to 120 0.0 0.0 0.0 9 -40.15 - 0.0140 0.0 1.500 -0.021 Vel = 3.53 9 -20.97 2.157 0.0 10.000 25.911 to 120 0.0 0.0 0.0 13 -61.12 - 0.0307 0.0 10.000 -0.307 Vel = 5.37 13 -21.32 2.157 0.0 9.500 25.604 to 120 0.0 0.0 0.0 17 -82.44 - 0.0535 0.0 9.500 -0.508 Vel = 7.24 17 -21.86 2.157 2V 8.615 21.000 25.096 to 120 0.0 8.615 -2.166 21 -104.3 - 0.0825 0.0 29.615 -2:444 Vel = 9.16 21 77.15 2.157 0.0 10.000 20.486 to 120 0.0 0.0 0.0 29 -27.15 - 0.0068 0.0 10.000 -0.068 Vel = 2.38 _ 29 71.04 2.157 0.0 10.000 20.418 to 120 0.0 0.0 0.0 37 43.89 0.0166 0.0 10.000 0.166 Vel = 3.85 37 65.86 2.157 0.0 10.000 20.584 . to 120 0.0 0.0 0.0 45 109.75 0.0907 0.0 10.000 0.907 Vel = 9.64 45 -23.55 2.157 0.0 10.000 21.491 to 120 0.0 0.0 0.0 49 86.2 0.0580 0.0 10.000 0.580 Vel = 7.57 49 -24.24 2.157 2V 8.615 19.250 22.071 to 120 0.0 8.615 2.815 53 61.96 0.0315 0.0 27.865 0.878 Vel = 5.44 53 -30.40 2.157 0.0 9.000 25.764 to 120 0.0 0.0 0.0 57 31.56 0.0090 0.0 9.000 0.081 Vel = 2.77 0.0 31.56 25.845 K Factor = 6.21 *FRONT MAIN 4 19.86 2.635 0.0 10.000 38.194 to 120 0.0 0.0 0.0 8 19.86 0.0015 0.0 10.000 0.015 Vel = 1.17 8 20.29 2.635 0.0 5.750 38.209 to 120 0.0 0.0 0.0 12 40.15 0.0052 0.0 5.750 0.030 Vel = 2.36 12 20.97 2.635 0.0 10.000 38.239 to 120 0.0 0.0 0.0 16 61.12 0.0116 0.0 10.000 0.116 Vel = 3.60 16 21.32 2.635 0.0 12.000 38.355 to 120 0.0 0.0 -2.166 20 82.44 0.0202 0.0 12.000 0.243 Vel = 4.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard JET FIRE PROTECTION Page 11 TVF &R GARAGE BAYS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 20 21.86 2.635 2V 11.807 18.500 36.432 to 120 0.0 11.807 0.0 28 104.3 0.0311 0.0 30.307 0.943 Vel = 6.14 28 38.76 2.635 0.0 10.000 37.375 to 120 0.0 0.0 0.0 36 143.06 0.0559 0.0 10.000 0.559 Vel = 8.42 36 38.72 2.635 0.0 10.000 37.934 to 120 0.0 0.0 0.0 44 181.78 0.0870 0.0 10.000 0.870 Vel = 10.69 44 38.74 2.635 0.0 10.000 38.804 to 120 0.0 0.0 0.0 48 220.52 0.1244 0.0 10.000 1.244 Vel = 12.97 48 23.55 2.635 0.0 10.000 40.048 to 120 0.0 0.0 0.0 52 244.07 0.1501 0.0 10.000 1.501 Vel = 14.36 52 24.24 2.635 2V 11.807 18.000 41.549 to 120 0.0 11.807 2.815 56 268.31 0.1788 0.0 29.807 5.330 Vel = 15.79 56 30.40 2.635 0.0 9.000 49.694 to 120 0.0 0.0 0.0 60 298.71 0.2181 0.0 9.000 1.963 Vel = 17.57 0.0 298.71 51.657 K Factor = 41.56 *FEED /RISER /UG 60 330.27 3.26 2V 13.44 6.750 51.657 to 120 0.0 13.440 4.764 61 330.27 0.0932 0.0 20.190 1.881 Vel = 12.69 61 0.0 3.26 1 Fsp 0.0 12.000 58.302 to 120 1B 13.44 13.440 3.000 * Fixed loss = 3 62 330.27 0.0932 0.0 25.440 2.370 Vel = 12.69 62 0.0 6.28 1T 47.277 52.000 63.672 to 140 1E 22.063 69.340 2.740 * Fixed loss = 2.74 63 330.27 0.0029 1Zaf 0.0 121.340 0.349 Vel = 3.42 250.00 Qa = 250.00 580.27 66.761 K Factor = 71.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087