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Report (20) to 3v S RECEIVED FEB 2 6 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 : MET Community Center Building : FP-4 Location : 10330 SW SCHOLLS FERRY RD.,TIGARD, OR System : 1 F'0 PROF., 4 Contract "CC" cud, Data File : MET C.C. Multi-Purpose Calc.WXF C'���,� PCZ &'' 54330PE 'N, ExpJ .,- 6( b Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve,C AFP Systems, Inc. Page 1 MET Community Center Date 2.11.15 City Water Supply: Demand: Cl -Static Pressure : 95 D1 -Elevation : 11.333 C2- Residual Pressure: 78 D2-System Flow :260.077 C2- Residual Flow : 1480 D2-System Pressure : 85.139 Hose( Demand ) : 100 D3-System Demand :360.077 Safety Margin : 8.617 150 140 130 P 120 R 110 E 100 :• Cl S 90 S 80 C2 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary . . AFP Systems, Inc. Page 2 MET Community Center Date 2.11.15 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 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 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 U 45'ElI Firelock#003 0 0 0 0 0 1.8 2.2 2.6 0 3.4 4.2 5 5 0 0 0 0 0 0 0 ✓ 90'ElI 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 Zae Ames 3000SE 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 w Pressure / Flow Summary - STANDARD ` AFP Systems, Inc. Page 3 MET Community Center Date 2.11.15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. H1 26.167 5.6 7.0 na 14.82 0.1 118.146 7.0 H2 26.167 5.6 7.06 na 14.88 0.1 118.146 7.0 H3 26.167 5.6 7.27 na 15.1 0.1 118.146 7.0 H4 26.167 5.6 7.72 na 15.56 0.1 118.146 7.0 H5 26.167 5.6 8.51 na 16.34 0.1 118.146 7.0 H6 26.167 5.6 9.74 na 17.48 0.1 118.146 7.0 H7 26.167 5.6 7.24 na 15.07 0.1 118.146 7.0 H8 26.167 5.6 7.3 na 15.13 0.1 118.146 7.0 H9 26.167 5.6 7.52 na 15.35 0.1 118.146 7.0 H10 26.167 5.6 7.99 na 15.83 0.1 118.146 7.0 H11 26.167 5.6 8.8 na 16.61 0.1 118.146 7.0 H12 26.167 5.6 10.06 na 17.77 0.1 118.146 7.0 H13 26.167 5.6 16.29 na 22.6 0.1 118.146 7.0 H14 26.167 5.6 16.4 na 22.68 0.1 118.146 7.0 H15 26.167 5.6 19.72 na 24.87 0.1 118.146 7.0 133 24.833 26.17 na 132 24.833 26.4 na 131 24.833 27.24 na 130 24.833 31.58 na 125 24.833 38.36 na 120 24.833 42.82 na 99 24.833 47.74 na 90 10.5 56.04 na TOR 10.5 69.92 na BOR 0.0 75.0 na UG1 0.0 75.23 na 100.0 UGH 0.0 75.82 na UG2 0.0 76.47 na • UG3 0.0 84.89 na SRC 0.0 85.14 na The maximum velocity is 14.54 and it occurs in the pipe between nodes 131 and 130 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 sr Final Calculations - Hazen-Williams J. AFP Systems, Inc. Page 4 MET Community Center Date 2.11.15 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 14.82 1.728 0.0 8.917 7.000 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H2 14.82 0.0066 0.0 8.917 0.059 Vel = 2.03 H2 14.87 1.728 0.0 8.917 7.059 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H3 29.69 0.0238 0.0 8.917 0.212 Vel= 4.06 H3 15.10 1.728 0.0 8.917 7.271 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H4 44.79 0.0508 0.0 8.917 0.453 Vel= 6.13 H4 15.57 1.728 0.0 8.917 7.724 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H5 60.36 0.0884 0.0 8.917 0.788 Vel= 8.26 H5 16.34 1.728 0.0 8.917 8.512 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H6 76.7 0.1376 0.0 8.917 1.227 Vel= 10.49 H6 17.47 1.728 2E 11.29 44.917 9.739 K Factor= 5.60 to 120.0 2T 22.58 33.870 0.578 133 94.17 0.2012 0.0 78.787 15.850 Vel = 12.88 0.0 94.17 26.167 K Factor= 18.41 H7 15.07 1.728 0.0 8.917 7.239 K Factor=5.60 to 120.0 0.0 0.0 0.0 H8 15.07 0.0068 0.0 8.917 0.061 Vel = 2.06 H8 15.13 1.728 0.0 8.917 7.300 K Factor=5.60 to 120.0 0.0 0.0 0.0 H9 30.2 0.0244 0.0 8.917 0.218 Vel = 4.13 H9 15.35 1.728 0.0 8.917 7.518 K Factor=5.60 to 120.0 0.0 0.0 0.0 H10 45.55 0.0525 0.0 8.917 0.468 Vel = 6.23 H10 15.83 1.728 0.0 8.917 7.986 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H11 61.38 0.0912 0.0 8.917 0.813 Vel = 8.40 H11 16.61 1.728 0.0 8.917 8.799 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H12 77.99 0.1419 0.0 8.917 1.265 Vel = 10.67 H12 17.76 1.728 2E 11.29 42.083 10.064 K Factor= 5.60 to 120.0 2T 22.58 33.870 0.578 132 95.75 0.2075 0.0 75.953 15.758 Vel = 13.10 0.0 • 95.75 26.400 K Factor= 18.64 H13 22.60 1.728 0.0 8.167 16.287 K Factor= 5.60 to 120.0 0.0 0.0 0.0 . H14 22.6 0.0143 0.0 8.167 0.117 Vel = 3.09 H14 22.68 1.728 4E 22.58 41.333 16.404 K Factor= 5.60 to 120.0 0.0 22.580 0.0 H15 45.28 0.0519 0.0 63.913 3.318 Vel = 6.19 H15 24.87 1.728 2T 22.58 36.917 19.722 K Factor= 5.60 to 120.0 0.0 22.580 0.578 131 70.15 0.1167 0.0 59.497 6.941 Vel = 9.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f Final Calculations - Hazen-Williams ' ' AFP Systems, Inc. Page 5 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 70.15 27.241 K Factor= 13.44 133 94.17 2.703 0.0 10.250 26.167 to 120.0 0.0 0.0 0.0 132 94.17 0.0227 0.0 10.250 0.233 Vel = 5.27 132 95.76 2.703 0.0 10.083 26.400 to 120.0 0.0 0.0 0.0 131 189.93 0.0834 0.0 10.083 0.841 Vel = 10.62 131 70.15 2.703 T 18.651 10.417 27.241 to 120.0 0.0 18.651 0.0 130 260.08 0.1491 0.0 29.068 4.334 Vel = 14.54 130 0.0 2.703 T 18.651 13.500 31.575 to 120.0 2V 13.366 32.017 0.0 125 260.08 0.1491 0.0 45.517 6.787 Vel = 14.54 125 0.0 2.703 T 18.651 11.250 38.362 to 120.0 0.0 18.651 0.0 120 260.08 0.1491 0.0 29.901 4.459 Vel = 14.54 120 0.0 2.703 T 18.651 14.333 42.821 to 120.0 0.0 18.651 0.0 99 260.08 0.1491 0.0 32.984 4.918 Vel= 14.54 99 0.0 2.703 V 6.683 7.333 47.739 to 120.0 0.0 6.683 6.208 90 260.08 0.1490 0.0 14.016 2.089 Vel = 14.54 • 90 0.0 2.703 U 3.419 64.333 56.036 to 120.0 V 6.683 28.753 0.0 TOR 260.08 0.1491 T 18.651 93.086 13.880 Vel= 14.54 TOR 0.0 4.31 V 9.477 8.500 69.916 to 120.0 Bvcb 16.724 26.201 4.548 BOR 260.08 0.0154 0.0 34.701 0.533 Vel = 5.72 BOR 0.0 4.31 E 18.536 1.500 74.997 to 140.0 0.0 18.536 0.0 UG1 260.08 0.0116 0.0 20.036 0.232 Vel= 5.72 UG1 100.00 6.16 2E 40.168 75.000 75.229 Qa= 100 to 140.0 T 43.037 83.205 0.0 UGH 360.08 0.0037 0.0 158.205 0.586 Vel = 3.88 UGH 0.0 6.16 0.0 176.000 75.815 to 140.0 0.0 0.0 0.0 UG2 360.08 0.0037 0.0 176.000 0.652 Vel = 3.88 UG2 0.0 6.16 Zae 0.0 6.000 76.467 . to 140.0 0.0 0.0 8.400 **Fixed Loss=8.4 UG3 360.08 0.0038 0.0 6.000 0.023 Vel= 3.88 UG3 0.0 6.16 T 43.037 20.000 84.890 • to 140.0 G 4.304 47.341 0.0 SRC 360.08 0.0037 0.0 67.341 0.249 Vel= 3.88 0.0 360.08 85.139 K Factor= 39.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HYDRANT FLOW REQUEST FORM PROJ ECT: 10330 SW Scholls Ferry Rd.Tigard OR ADDRESS: SW Springwood Dr&SW Ironwood Loop CROSS STREET: FLOW HYDRANT LOCATION: 11287 SW Springwood Dr STATIC: 95 RESIDUAL: Pitot - 78 GPM: 1480 @ 20 PSI = 5333 GPM DATED: 02.11.15 8:00 AM MONITOR HYDRANT LOCATION: 11349 SW Springwood Dr STATIC: 95 RESIDUAL: 88 GPM: DATED: 02.11.15 8:00 AM WITNESS WITNESSED BY: Matt TITLE: ORGANIZATION: City of Tigard SIGNATURE: -- -' ' f7i (-' - i 11 I.1.aa11 . Z 1V - sz 0 i ..,. '7' ':'' X'- -'' '?",*'-;,-, ' ? ir,''C,',-Fi I •4 , ''''' ''''''''2"*::,,,i';*:,'":;f,,4,'''''''"g ii,,,,,' ' ,.' ' , "'-'. * • , , , .. „ ' / / 11•1 Vi(ri" , ovi L )1 1 14 it 1 L,. *' '*'''.*1,:,,*.C,:::-i ''‘• '''" ''''' ''.- ' ,- , I (/ - rZi.CIVP '-'i 'it I' -- ' OVtG 106 : ' -:_ 4• 14 :I I E3 ,...., - i ZOOVti640,VbE prezpiazouutwi ) , ocoovvcozoovtc ....-1 Brz ____,,N,1 co I I , i 0, •,11. 0 Z 95 awn inn%A 7 I II III o P,„,.. .;,....iii Atari Jumpin atSU I'M MU. -Anti 1 ;II _ A•,-*TiVA511 ' 1 /4.t.rt _ ..4 ,-- lf:?:11.11 ,-(5,711-. II DVI. _.— t.,1.1.it 17- , r(:rr r-iiiit!ti. ..' 0 TgIT .--- :0- - -- , • .ij T ri C9P 9C(3°Vti . f..n4.;. T „----"---------- 1.coo ypi c CCOOW 00V tE U __---'- ----------- £ 1 4! ,------j Sll --- ol Pi11.3 a ,------ ______-------- ,, -e •.C.' • ' ' . • • • • • • 4 ' • 1UM6i.k Fire Protection by Computer Design AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : MET Community Center Building : FP-4 Location : 10330 SW SCHOLLS FERRY RD.,TIGARD, OR ContractSyst2 Data File : MET C.C. Pool .WXF 47 <4, , /p 54330PE 71 ras OREGON 013 ;47 C. S Expires: :/f6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve.0 . AFP Systems, Inc. Page 1 MET Community Center Date 2.11.15 City Water Supply: Demand: Cl -Static Pressure : 95 D1 -Elevation : 10.611 C2-Residual Pressure: 78 D2-System Flow : 190.851 C2-Residual Flow : 1480 D2-System Pressure : 68.028 Hose( Demand ) : 100 D3-System Demand :290.851 Safety Margin : 26.134 150 140 I 130 ' p 120 - ' R 110 ' E 100 S 90 —______ s 80 = C2 _ u 70 ,-°I:14 . R 60 13 __. . E 50 - _ _ ., ._..__ . 30 1 - - 20 - 10 D1 _ 200 400 600 800 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 2 MET Community Center Date 2.11.15 Fitting Legend Abbrev. Name '/3 3/4 1 1%, 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 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 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 U 45'ElI Firelock#003 0 0 0 0 0 1.8 2.2 2.6 0 3.4 4.2 5 5 0 0 0 0 0 0 0 ✓ 90'ElI 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 Zae Ames 3000SE 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 3 MET Community Center Date 2.11.15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. H1 26.167 32.93 na H2 26.167 32.93 na H3 26.167 32.93 na H4 26.167 32.93 na H5 26.167 32.93 na H6 26.167 32.93 na H7 26.167 32.93 na H8 26.167 32.93 na H9 26.167 32.93 na H10 26.167 32.93 na H11 26.167 32.93 na H12 26.167 32.93 na H13 26.167 32.93 na H14 26.167 32.93 na H15 26.167 32.93 na H21 24.5 5.6 9.0 na 16.8 0.1 168 7.0 H22 24.5 5.6 9.26 na 17.04 0.1 168 7.0 H23 24.5 5.6 10.22 na 17.9 0.1 168 7.0 H24 24.5 5.6 12.32 na 19.65 0.1 168 7.0 H25 24.5 5.6 9.07 na 16.87 0.1 168 7.0 H26 24.5 5.6 9.33 na 17.11 0.1 168 7.0 H27 24.5 5.6 10.3 na 17.97 0.1 168 7.0 H28 24.5 5.6 12.41 na 19.73 0.1 168 7.0 H29 24.5 5.6 17.95 na 23.73 0.1 168 7.0 H30 24.5 5.6 18.45 na 24.05 0.1 168 7.0 153 25.0 22.33 na 152 25.0 22.49 na 151 25.0 23.1 na - 133 24.833 33.5 na 132 24.833 33.5 na 131 24.833 33.5 na 130 24.833 33.5 na - 125 24.833 33.5 na 120 24.833 36.02 na 99 24.833 38.79 na 90 10.5 46.18 na TOR 10.5 54.01 na BOR 0.0 58.86 na UG1 0.0 58.99 na 100.0 UGH 0.0 59.38 na UG2 0.0 59.82 na UG3 0.0 67.86 na SRC 0.0 68.03 na The maximum velocity is 14.08 and it occurs in the pipe between nodes H28 and 152 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ' AFP Systems, Inc. Page 4 MET Community Center Date 2.11.15 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 0.0 1.728 0.0 8.917 32.926 to 120.0 0.0 0.0 0.0 H2 0.0 0.0 0.0 8.917 0.0 Vel =0 H2 0.0 1.728 0.0 8.917 32.926 to 120.0 0.0 0.0 0.0 H3 0.0 0.0 0.0 8.917 0.0 Vel =0 H3 0.0 1.728 0.0 8.917 32.926 to 120.0 0.0 0.0 0.0 H4 0.0 0.0 0.0 8.917 0.0 Vel =0 H4 0.0 1.728 0.0 8.917 32.926 to 120.0 0.0 0.0 0.0 H5 0.0 0.0 0.0 8.917 0.0 Vel =0 H5 0.0 1.728 0.0 8.917 32.926 to 120.0 0.0 0.0 0.0 H6 0.0 0.0 0.0 8.917 0.0 Vel =0 H6 0.0 1.728 2E 11.29 44.917 32.926 to 120.0 2T 22.58 33.870 0.578 133 0.0 0.0 0.0 78.787 0.0 Vel=0 0.0 0.0 33.504 K Factor=0 • H7 0.0 1.728 0.0 8.917 32.926 to 120.0 0.0 0.0 0.0 H8 0.0 0.0 0.0 8.917 0.0 Vel =0 H8 0.0 1.728 0.0 8.917 32.926 to 120.0 0.0 0.0 0.0 H9 0.0 0.0 0.0 8.917 0.0 Vel =0 H9 0.0 1.728 0.0 8.917 32.926 to 120.0 0.0 0.0 0.0 H10 0.0 0.0 0.0 8.917 0.0 Vel =0 H10 0.0 1.728 0.0 8.917 32.926 to 120.0 0.0 0.0 0.0 H11 0.0 0.0 0.0 8.917 0.0 Vel = 0 H11 0.0 1.728 0.0 8.917 32.926 to 120.0 0.0 0.0 0.0 H12 0.0 0.0 0.0 8.917 0.0 Vel = 0 H12 0.0 1.728 2E 11.29 42.083 32.926 to 120.0 2T 22.58 33.870 0.578 132 0.0 0.0 0.0 75.953 0.0 Vel = 0 0.0 0.0 33.504 K Factor=0 H13 0.0 1.728 0.0 8.167 32.926 to 120.0 0.0 0.0 0.0 . H14 0.0 0.0 0.0 8.167 0.0 Vel =0 H14 0.0 1.728 4E 22.58 41.333 32.926 to 120.0 0.0 22.580 0.0 H15 0.0 0.0 0.0 63.913 0.0 Vel =0 H15 0.0 1.728 2T 22.58 36.917 32.926 to 120.0 0.0 22.580 0.578 131 0.0 0.0 0.0 59.497 0.0 Vel =0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 5 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** _ Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 33.504 K Factor=0 H21 16.80 1.442 0.0 13.083 9.000 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H22 16.8 0.0200 0.0 13.083 0.262 Vel= 3.30 H22 17.04 1.442 0.0 13.083 9.262 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H23 33.84 0.0731 0.0 13.083 0.956 Vel= 6.65 H23 17.90 1.442 0.0 13.083 10.218 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H24 51.74 0.1604 0.0 13.083 2.098 Vel= 10.16 H24 19.66 1.442 T 7.432 24.000 12.316 K Factor= 5.60 to 120.0 E 3.716 11.148 -0.217 153 71.4 0.2910 0.0 35.148 10.227 Vel= 14.03 0.0 71.40 22.326 K Factor= 15.11 H25 16.87 1.442 0.0 13.083 9.070 K Factor=5.60 to 120.0 0.0 0.0 0.0 H26 16.87 0.0202 0.0 13.083 0.264 Vel = 3.31 H26 17.10 1.442 0.0 13.083 9.334 K Factor=5.60 to 120.0 0.0 0.0 0.0 H27 33.97 0.0736 0.0 13.083 0.963 Vel= 6.67 . H27 17.97 1.442 0.0 13.083 10.297 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H28 51.94 0.1615 0.0 13.083 2.113 Vel= 10.20 H28 19.73 1.442 T 7.432 24.000 12.410 K Factor= 5.60 to 120.0 E 3.716 11.148 -0.217 152 71.67 0.2930 0.0 35.148 10.300 Vel= 14.08 0.0 71.67 22.493 K Factor= 15.11 H29 23.73 1.442 0.0 13.083 17.954 K Factor= 5.60 to 120.0 0.0 0.0 0.0 H30 23.73 0.0379 0.0 13.083 0.496 Vel = 4.66 H30 24.05 1.442 T 7.432 24.000 18.450 K Factor= 5.60 to 120.0 E 3.716 11.148 -0.217 151 47.78 0.1384 0.0 35.148 4.865 Vel = 9.39 0.0 47.78 23.098 K Factor= 9.94 153 71.40 2.703 0.0 12.250 22.326 to 120.0 0.0 0.0 0.0 152 71.4 0.0136 0.0 12.250 0.167 Vel = 3.99 152 71.67 2.703 0.0 12.250 22.493 to 120.0 0.0 0.0 0.0 151 143.07 0.0494 0.0 12.250 0.605 Vel= 8.00 151 47.78 2.703 3V 20.049 84.167 23.098 to 120.0 T 18.651 38.700 0.072 125 190.85 0.0841 0.0 122.867 10.334 Vel = 10.67 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 6 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** _ Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 190.85 33.504 K Factor= 32.97 133 0.0 2.703 0.0 10.250 33.504 to 120.0 0.0 0.0 0.0 132 0.0 0.0 0.0 10.250 0.0 Vel =0 132 0.0 2.703 0.0 10.083 33.504 to 120.0 0.0 0.0 0.0 131 0.0 0.0 0.0 10.083 0.0 Vel =0 131 0.0 2.703 T 18.651 10.417 33.504 to 120.0 0.0 18.651 0.0 130 0.0 0.0 0.0 29.068 0.0 Vel =0 130 0.0 2.703 T 18.651 13.500 33.504 to 120.0 2V 13.366 32.017 0.0 125 0.0 0.0 0.0 45.517 0.0 Vel=0 125 190.85 2.703 T 18.651 11.250 33.504 to 120.0 0.0 18.651 0.0 120 190.85 0.0841 0.0 29.901 2.515 Vel= 10.67 120 0.0 2.703 T 18.651 14.333 36.019 to 120.0 0.0 18.651 0.0 99 190.85 0.0841 0.0 32.984 2.775 Vel = 10.67 99 0.0 2.703 V 6.683 7.333 38.794 to 120.0 0.0 6.683 6.208 90 190.85 0.0840 0.0 14.016 1.178 Vel = 10.67 90 0.0 2.703 U 3.419 64.333 46.180 to 120.0 V 6.683 28.753 0.0 TOR 190.85 0.0841 T 18.651 93.086 7.829 Vel= 10.67 TOR 0.0 4.31 V 9.477 8.500 54.009 to 120.0 Bvcb 16.724 26.201 4.548 BOR 190.85 0.0087 0.0 34.701 0.301 Vel = 4.20 BOR 0.0 4.31 E 18.536 1.500 58.858 to 140.0 0.0 18.536 0.0 UG1 190.85 0.0065 0.0 20.036 0.130 Vel= 4.20 UG1 100.00 6.16 2E 40.168 75.000 58.988 Qa = 100 to 140.0 T 43.037 83.205 0.0 UGH 290.85 0.0025 0.0 158.205 0.395 Vel = 3.13 UGH 0.0 6.16 0.0 176.000 59.383 to 140.0 0.0 0.0 0.0 UG2 290.85 0.0025 0.0 176.000 0.440 Vel = 3.13 UG2 0.0 6.16 Zae 0.0 6.000 59.823 to 140.0 0.0 0.0 8.023 ** Fixed Loss=8.023 UG3 290.85 0.0023 0.0 6.000 0.014 Vel = 3.13 UG3 0.0 6.16 T 43.037 20.000 67.860 to 140.0 G 4.304 47.341 0.0 SRC 290.85 0.0025 0.0 67.341 0.168 Vel = 3.13 0.0 290.85 68.028 K Factor= 35.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 /-6-14 _ Fire Protection by Computer Design AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : MET Community Center Building : FP-4 Location : 10330 SW SCHOLLS FERRY RD., TIGARD, OR System : 3 �c0 PRQFF Contract 5,� S GINF �i Data File : MET C.C. Class RM. 2, 3,&4 Area C I .WXF -co O 54330PE C'1 N� Oe , 13,A9 �� 197-C. SOP Expires: 6//6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve,C • AFP Systems, Inc. Page 1 MET Community Center Date 2.11.15 City Water Supply: Demand: Cl -Static Pressure : 95 D1 -Elevation : 10.539 C2- Residual Pressure: 78 D2-System Flow : 112.089 C2- Residual Flow : 1480 D2-System Pressure : 49.484 Hose( Demand ) : 100 D3-System Demand :212.089 Safety Margin : 45.049 150 140 130 P 120 R 110 E 100 C1 — S 90 S 80 C2 U 70 R 60 D2 E 50 40 ' 30 20 10 D1.. ......... . . . . . . . . . . . . . , . . . , . . . . 200 400 600 800 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 2 MET Community Center Date 2.11.15 Fitting Legend Abbrev. Name Y2 % 1 1% 1Y: 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 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 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 U 45'ElI Firelock#003 0 0 0 0 0 1.8 2.2 2.6 0 3.4 4.2 5 5 0 0 0 0 0 0 0 ✓ 90'ElI 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 Zae Ames 3000SE 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 3 MET Community Center Date 2.11.15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. H61 24.333 5.6 10.56 na 18.2 0.1 182 7.0 H62 24.333 5.6 10.84 na 18.44 0.1 168 7.0 H63 24.333 5.6 11.92 na 19.34 0.1 168 7.0 H64 24.333 5.6 10.62 na 18.25 0.1 182 7.0 H65 24.333 5.6 10.89 na 18.48 0.1 168 7.0 H66 24.333 5.6 11.98 na 19.39 0.1 168 7.0 261 24.833 11.4 na 262 24.833 11.7 na 263 24.833 12.88 na 264 24.833 11.45 na 265 24.833 11.76 na 266 24.833 12.95 na 251 24.833 21.42 na 252 24.833 21.52 na H81 24.333 22.76 na H82 24.333 22.76 na H83 24.333 22.76 na H84 24.333 22.76 na H85 24.333 22.76 na H86 24.333 22.76 na 281 24.833 22.54 na 282 24.833 22.54 na 283 24.833 22.54 na 284 24.833 22.54 na 285 24.833 22.54 na 286 24.833 22.54 na 271 24.833 22.54 na 272 24.833 22.54 na • 240 24.833 22.54 na 120 24.833 25.38 na 99 24.833 26.41 na 90 10.5 33.06 na - TOR 10.5 35.99 na BOR 0.0 40.65 na UG1 0.0 40.7 na 100.0 UGH 0.0 40.92 na UG2 0.0 41.16 na UG3 0.0 49.39 na SRC 0.0 49.48 na The maximum velocity is 11.02 and it occurs in the pipe between nodes 266 and 252 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ` AFP Systems, Inc. Page 4 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H61 18.20 1.049 E 2.0 2.600 10.562 K Factor=5.60 to 120.0 T 5.0 7.000 -0.217 261 18.2 0.1094 0.0 9.600 1.050 Vel= 6.76 0.0 18.20 11.395 K Factor= 5.39 H62 18.44 1.049 E 2.0 2.600 10.839 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.217 262 18.44 0.1120 0.0 9.600 1.075 Vel = 6.85 0.0 18.44 11.697 K Factor= 5.39 H63 19.34 1.049 E 2.0 2.600 11.925 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.217 263 19.34 0.1223 0.0 9.600 1.174 Vel = 7.18 0.0 19.34 12.882 K Factor= 5.39 H64 18.25 1.049 E 2.0 2.600 10.616 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.217 264 18.25 0.1098 0.0 9.600 1.054 Vel = 6.77 0.0 18.25 11.453 K Factor= 5.39 • H65 18.48 1.049 E 2.0 2.600 10.893 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.217 265 18.48 0.1125 0.0 9.600 1.080 Vel = 6.86 0.0 18.48 11.756 K Factor= 5.39 H66 19.39 1.049 E 2.0 2.600 11.984 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.217 266 19.39 0.1229 0.0 9.600 1.180 Vel = 7.20 0.0 19.39 12.947 K Factor= 5.39 261 18.20 1.442 0.0 13.000 11.395 to 120.0 0.0 0.0 0.0 262 18.2 0.0232 0.0 13.000 0.302 Vel = 3.58 262 18.44 1.442 0.0 14.000 11.697 to 120.0 0.0 0.0 0.0 263 36.64 0.0846 0.0 14.000 1.185 Vel = 7.20 263 19.33 1.442 T 7.432 38.583 12.882 to 120.0 0.0 7.432 0.0 251 55.97 0.1855 0.0 46.015 8.535 Vel = 11.00 0.0 55.97 21.417 K Factor= 12.09 264 18.25 1.442 0.0 13.000 11.453 • to 120.0 0.0 0.0 0.0 265 18.25 0.0233 0.0 13.000 0.303 Vel= 3.59 265 18.48 1.442 0.0 14.000 11.756 to 120.0 0.0 0.0 0.0 266 36.73 0.0851 0.0 14.000 1.191 Vel= 7.22 266 19.38 1.442 T 7.432 38.583 12.947 to 120.0 0.0 7.432 0.0 252 56.11 0.1863 0.0 46.015 8.574 Vel = 11.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ` AFP Systems, Inc. Page 5 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes . Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 56.11 21.521 K Factor= 12.10 251 55.97 2.703 0.0 12.000 21.417 to 120.0 0.0 0.0 0.0 252 55.97 0.0087 0.0 12.000 0.104 Vel = 3.13 252 56.12 2.703 T 18.651 13.833 21.521 to 120.0 0.0 18.651 0.0 240 112.09 0.0314 0.0 32.484 1.021 Vel = 6.27 0.0 112.09 22.542 K Factor= 23.61 H81 0.0 1.049 E 2.0 2.500 22.758 to 120.0 T 5.0 7.000 -0.217 281 0.0 0.0001 0.0 9.500 0.001 Vel =0 0.0 0.0 22.542 K Factor=0 H82 0.0 1.049 E 2.0 2.500 22.758 to 120.0 T 5.0 7.000 -0.217 282 0.0 0.0001 0.0 9.500 0.001 Vel =0 0.0 0.0 22.542 K Factor=0 H83 0.0 1.049 E 2.0 2.500 22.758 to 120.0 T 5.0 7.000 -0.217 283 0.0 0.0001 0.0 9.500 0.001 Vel=0 0.0 0.0 22.542 K Factor=0 H84 0.0 1.049 E 2.0 2.500 22.758 to 120.0 T 5.0 7.000 -0.217 284 0.0 0.0001 0.0 9.500 0.001 Vel=0 0.0 0.0 22.542 K Factor=0 H85 0.0 1.049 E 2.0 2.500 22.758 to 120.0 T 5.0 7.000 -0.217 285 0.0 0.0001 0.0 9.500 0.001 Vel =0 0.0 0.0 22.542 K Factor=0 H86 0.0 1.049 E 2.0 2.500 22.758 to 120.0 T 5.0 7.000 -0.217 286 0.0 0.0001 0.0 9.500 0.001 Vel =0 0.0 0.0 22.542 K Factor= 0 281 0.0 1.442 0.0 15.000 22.542 to 120.0 0.0 0.0 0.0 - 282 0.0 0.0 0.0 15.000 0.0 Vel =0 282 0.0 1.442 0.0 13.500 22.542 to 120.0 0.0 0.0 0.0 283 0.0 0.0 0.0 13.500 0.0 Vel =0 283 0.0 1.442 2E 7.432 22.750 22.542 to 120.0 T 7.432 14.864 0.0 271 0.0 0.0 0.0 37.614 0.0 Vel=0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ` AFP Systems, Inc. Page 6 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes _ Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 22.542 K Factor=0 284 0.0 1.442 0.0 15.000 22.542 to 120.0 0.0 0.0 0.0 285 0.0 0.0 0.0 15.000 0.0 Vel=0 285 0.0 1.442 0.0 13.500 22.542 to 120.0 0.0 0.0 0.0 286 0.0 0.0 0.0 13.500 0.0 Vel =0 286 0.0 1.442 T 7.432 21.250 22.542 to 120.0 0.0 7.432 0.0 272 0.0 0.0 0.0 28.682 0.0 Vel = 0 0.0 0.0 22.542 K Factor=0 271 0.0 2.703 0.0 10.500 22.542 to 120.0 0.0 0.0 0.0 272 0.0 0.0 0.0 10.500 0.0 Vel = 0 272 0.0 2.703 0.0 52.167 22.542 1 to 120.0 0.0 0.0 0.0 1 240 0.0 0.0 0.0 52.167 0.0 Vel=0 240 112.09 2.703 4V 26.733 63.500 22.542 to 120.0 0.0 26.733 0.0 120 112.09 0.0314 0.0 90.233 2.835 Vel= 6.27 . 120 0.0 2.703 T 18.651 14.333 25.377 to 120.0 0.0 18.651 0.0 99 112.09 0.0314 0.0 32.984 1.037 Vel= 6.27 99 0.0 2.703 V 6.683 7.333 26.414 to 120.0 0.0 6.683 6.208 90 112.09 0.0314 0.0 14.016 0.440 Vel= 6.27 90 0.0 2.703 U 3.419 64.333 33.062 to 120.0 V 6.683 28.753 0.0 TOR 112.09 0.0314 T 18.651 93.086 2.925 Vel = 6.27 TOR 0.0 4.31 V 9.477 8.500 35.987 to 120.0 Bvcb 16.724 26.201 4.548 BOR 112.09 0.0032 0.0 34.701 0.112 Vel = 2.46 BOR 0.0 4.1 E 14.534 1.500 40.647 to 140.0 0.0 14.534 0.0 UG1 112.09 0.0031 0.0 16.034 0.050 Vel = 2.72 UG1 100.00 6.16 2E 40.168 75.000 40.697 Qa= 100 to 140.0 T 43.037 83.205 0.0 UGH 212.09 0.0014 0.0 158.205 0.220 Vel = 2.28 UGH 0.0 6.16 0.0 176.000 40.917 to 140.0 0.0 0.0 0.0 - UG2 212.09 0.0014 0.0 176.000 0.245 Vel = 2.28 UG2 0.0 6.16 Zae 0.0 6.000 41.162 to 140.0 0.0 0.0 8.220 **Fixed Loss=8.22 UG3 212.09 0.0013 0.0 6.000 0.008 Vel = 2.28 UG3 0.0 6.16 T 43.037 20.000 49.390 to 140.0 G 4.304 47.341 0.0 SRC 212.09 0.0014 0.0 67.341 0.094 Vel = 2.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 7 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** . Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 212.09 49.484 K Factor= 30.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 41MaM% _ Fire Protection by Computer Design AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : MET Community Center Building : FP-4 Location : 10330 SW SCHOLLS FERRY RD.,TIGARD, OR System : 4 ��cO PRace Contract NS ti�GI `5> i � Data File : MET C.C.Class RM.6, 7&Art Studio Area Cal ; 54330PE -37 OaG09 ' Oe 4Y/3,1 tcq�.C. S0.0 Expires: 6//4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve.0 AFP Systems, Inc. Page 1 MET Community Center Date 2.11.15 City Water Supply: Demand: Cl -Static Pressure : 95 D1 - Elevation : 10.106 C2-Residual Pressure: 78 D2-System Flow : 120.983 C2-Residual Flow : 1480 D2-System Pressure : 51.686 Hose( Demand ) : 100 D3-System Demand :220.983 Safety Margin : 42.810 150 140 130 P 120 R 110 E 100 Ct S 90 S 80 C2 U 70 R60 D2, E 50 - — 40 30 20 10 D1 200 400 600 800 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 2 MET Community Center Date 2.11.15 Fitting Legend Abbrev. Name '/2 3/4 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 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 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 U 45'Ell Firelock#003 0 0 0 0 0 1.8 2.2 2.6 0 3.4 4.2 5 5 0 0 0 0 0 0 0 ✓ 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 Zae Ames 3000SE 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 3 MET Community Center Date 2.11.15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. H81 23.333 5.6 11.76 na 19.2 0.1 192 7.0 H82 23.333 5.6 12.11 na 19.49 0.1 156 7.0 H83 23.333 5.6 13.27 na 20.4 0.1 156 7.0 H84 23.333 5.6 12.91 na 20.12 0.1 192 7.0 H85 23.333 5.6 13.29 na 20.42 0.1 156 7.0 H86 23.333 5.6 14.56 na 21.37 0.1 156 7.0 281 24.833 12.25 na 282 24.833 12.64 na 283 24.833 13.9 na 284 24.833 13.51 na 285 24.833 13.93 na 286 24.833 15.3 na 271 24.833 21.61 na 272 24.833 21.71 na 240 24.833 23.6 na 120 24.833 26.86 na 99 24.833 28.06 na 90 10.5 34.77 na TOR 10.5 38.14 na BOR 0.0 42.82 na UG1 0.0 42.88 na 100.0 UGH 0.0 43.11 na UG2 0.0 43.38 na UG3 0.0 51.59 na SRC 0.0 51.69 na The maximum velocity is 12.16 and it occurs in the pipe between nodes 286 and 272 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 4 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H81 19.20 1.049 E 2.0 2.500 11.755 K Factor=5.60 to 120.0 T 5.0 7.000 -0.650 281 19.2 0.1207 0.0 9.500 1.147 Vel = 7.13 0.0 19.20 12.252 K Factor= 5.49 H82 19.49 1.049 E 2.0 2.500 12.108 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.650 282 19.49 0.1240 0.0 9.500 1.178 Vel = 7.24 0.0 19.49 12.636 K Factor= 5.48 H83 20.40 1.049 E 2.0 2.500 13.268 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.650 283 20.4 0.1349 0.0 9.500 1.282 Vel= 7.57 0.0 20.40 13.900 K Factor= 5.47 H84 20.12 1.049 E 2.0 2.500 12.906 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.650 284 20.12 0.1316 0.0 9.500 1.250 Vel= 7.47 0.0 20.12 13.506 K Factor= 5.47 H85 20.42 1.049 E 2.0 2.500 13.291 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.650 285 20.42 0.1352 0.0 9.500 1.284 Vel = 7.58 0.0 20.42 13.925 K Factor= 5.47 H86 21.37 1.049 E 2.0 2.500 14.556 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.650 286 21.37 0.1471 0.0 9.500 1.397 Vel = 7.93 0.0 21.37 15.303 K Factor= 5.46 281 19.20 1.442 0.0 15.000 12.252 to 120.0 0.0 0.0 0.0 282 19.2 0.0256 0.0 15.000 0.384 Vel = 3.77 282 19.49 1.442 0.0 13.500 12.636 to 120.0 0.0 0.0 0.0 283 38.69 0.0936 0.0 13.500 1.264 Vel = 7.60 283 20.39 1.442 2E 7.432 22.750 13.900 to 120.0 T 7.432 14.864 0.0 271 59.08 0.2050 0.0 37.614 7.710 Vel = 11.61 0.0 59.08 21.610 K Factor= 12.71 284 20.12 1.442 0.0 15.000 13.506 to 120.0 0.0 0.0 0.0 285 20.12 0.0279 0.0 15.000 0.419 Vel = 3.95 285 20.41 1.442 0.0 13.500 13.925 to 120.0 0.0 0.0 0.0 286 40.53 0.1021 0.0 13.500 1.378 Vel = 7.96 286 21.37 1.442 T 7.432 21.250 15.303 to 120.0 0.0 7.432 0.0 272 61.9 0.2234 0.0 28.682 6.408 Vel = 12.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 1 AFP Systems, Inc. Page 5 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 61.90 21.711 K Factor= 13.28 271 59.08 2.703 0.0 10.500 21.610 to 120.0 0.0 0.0 0.0 272 59.08 0.0096 0.0 10.500 0.101 Vel = 3.30 272 61.90 2.703 0.0 52.167 21.711 to 120.0 0.0 0.0 0.0 240 120.98 0.0362 0.0 52.167 1.888 Vel = 6.76 240 0.0 2.703 4V 26.733 63.500 23.599 to 120.0 0.0 26.733 0.0 120 120.98 0.0362 0.0 90.233 3.266 Vel = 6.76 120 0.0 2.703 T 18.651 14.333 26.865 to 120.0 0.0 18.651 0.0 99 120.98 0.0362 0.0 32.984 1.193 Vel = 6.76 99 0.0 2.703 V 6.683 7.333 28.058 to 120.0 0.0 6.683 6.208 90 120.98 0.0362 0.0 14.016 0.507 Vel = 6.76 90 0.0 2.703 U 3.419 64.333 34.773 to 120.0 V 6.683 28.753 0.0 TOR 120.98 0.0362 T 18.651 93.086 3.369 Vel = 6.76 TOR 0.0 4.31 V 9.477 8.500 38.142 to 120.0 Bvcb 16.724 26.201 4.548 . BOR 120.98 0.0037 0.0 34.701 0.129 Vel = 2.66 BOR 0.0 4.1 E 14.534 1.500 42.819 to 140.0 0.0 14.534 0.0 UG1 120.98 0.0036 0.0 16.034 0.058 Vel = 2.94 UG1 100.00 6.16 2E 40.168 75.000 42.877 Qa= 100 to 140.0 T 43.037 83.205 0.0 UGH 220.98 0.0015 0.0 158.205 0.237 Vel= 2.38 UGH 0.0 6.16 0.0 176.000 43.114 to 140.0 0.0 0.0 0.0 UG2 220.98 0.0015 0.0 176.000 0.265 Vel = 2.38 UG2 0.0 6.16 Zae 0.0 6.000 43.379 to 140.0 0.0 0.0 8.198 **Fixed Loss=8.198 UG3 220.98 0.0013 0.0 6.000 0.008 Vel = 2.38 UG3 0.0 6.16 T 43.037 20.000 51.585 to 140.0 G 4.304 47.341 0.0 SRC 220.98 0.0015 0.0 67.341 0.101 Vel = 2.38 0.0 220.98 51.686 K Factor= 30.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection by Computer Design AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : MET Community Center Building : FP-3 Location : 10330 SW SCHOLLS FERRY RD.,TIGARD, OR System : 5 �v,Ep PRp c. Contract GW Ss Data File : MET C.C. Kitchen-Storage Ord. Hazard Gp. F.p HOZ 54330PE �OREGON � SOB 0113•'Ns <6.' FRt c. seu" Expir;s: 6//6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Water Supply Curve.0 • • AFP Systems, Inc. Page 1 MET Community Center Date 2.11.15 City Water Supply: Demand: Cl -Static Pressure : 95 D1 - Elevation : 3.898 C2-Residual Pressure: 78 D2-System Flow :277.363 C2- Residual Flow : 1480 D2-System Pressure : 35.302 Hose( Demand ) : 250 D3-System Demand : 527.363 Safety Margin : 57.178 150 140 130 P 120 R 110 E 100 Cl S 90 S 80 _`e C2 U 70 R 60 E 50 40 D2 30 Io D3 20 10 200 400 600 800 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 2 MET Community Center Date 2.11.15 Fitting Legend Abbrev. Name %2 % 1 11/4 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 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 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 U 45'Ell Firelock#003 0 0 0 0 0 1.8 2.2 2.6 0 3.4 4.2 5 5 0 0 0 0 0 0 0 ✓ 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 Zae Ames 3000SE 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 3 MET Community Center Date 2.11.15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. H41 9.0 5.6 11.76 na 19.2 0.2 96 7.0 H42 9.0 5.6 11.95 na 19.36 0.2 96 7.0 H43 9.0 5.6 13.0 na 20.19 0.2 80 7.0 H44 9.0 5.6 12.72 na 19.97 0.2 80 7.0 H45 9.0 5.6 10.14 na 17.83 0.2 80 7.0 H46 9.0 5.6 10.3 na 17.97 0.2 80 7.0 H47 9.0 5.6 10.97 na 18.55 0.2 80 7.0 H48 12.667 5.6 11.32 na 18.84 0.2 80 7.0 H49 12.667 5.6 12.5 na 19.8 0.2 80 7.0 H50 12.667 5.6 11.55 na 19.03 0.2 80 7.0 H51 9.0 5.6 8.48 na 16.31 0.2 80 7.0 H52 9.0 5.6 8.62 na 16.44 0.2 80 7.0 H53 9.0 5.6 9.18 na 16.97 0.2 80 7.0 H54 12.667 5.6 8.99 na 16.79 0.2 80 7.0 H55 12.667 5.6 12.91 na 20.12 0.2 80 7.0 501 10.5 12.27 na 502 10.5 12.64 na 509 10.5 10.43 na 508 10.5 10.61 na 507 10.5 11.34 na 513 10.5 8.76 na 514 10.5 8.91 na 515 10.5 9.53 na 516 10.5 10.88 na 517 10.5 14.79 na 503 10.5 13.46 na 504 10.5 13.5 na 505 10.5 13.59 na - 506 10.5 13.64 na 510 10.5 13.92 na 511 10.5 14.35 na 512 10.5 14.8 na 518 10.5 15.18 na TOR 10.5 17.32 na BOR 0.0 22.47 na UG1 0.0 22.73 na 250.0 UGH 0.0 23.92 na UG2 0.0 25.24 na UG3 0.0 34.8 na SRC 0.0 35.3 na The maximum velocity is 15.51 and it occurs in the pipe between nodes 518 and TOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 4 AFP Systems, Inc. Page 4 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H41 19.20 1.049 E 2.0 2.667 11.755 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.650 501 19.2 0.1207 0.0 9.667 1.167 Vel = 7.13 0.0 19.20 12.272 K Factor= 5.48 H42 19.36 1.049 E 2.0 4.000 11.947 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.650 502 19.36 0.1225 0.0 11.000 1.348 Vel = 7.19 0.0 19.36 12.645 K Factor= 5.44 H43 20.19 1.049 T 5.0 1.667 13.001 K Factor= 5.60 to 120.0 E 2.0 7.000 -0.650 504 20.19 0.1325 0.0 8.667 1.148 Vel= 7.50 0.0 20.19 13.499 K Factor= 5.50 H44 19.97 1.049 T 5.0 4.667 12.722 K Factor= 5.60 to 120.0 E 2.0 7.000 -0.650 505 19.97 0.1299 0.0 11.667 1.515 Vel= 7.41 0.0 19.97 13.587 K Factor= 5.42 H45 17.83 1.049 T 5.0 2.000 10.137 K Factor= 5.60 to 120.0 E 2.0 7.000 -0.650 _ 509 17.83 0.1052 0.0 9.000 0.947 Vel = 6.62 0.0 17.83 10.434 K Factor= 5.52 H46 17.97 1.049 T 5.0 2.000 10.302 K Factor= 5.60 to 120.0 E 2.0 7.000 -0.650 508 17.97 0.1068 0.0 9.000 0.961 Vel = 6.67 0.0 17.97 10.613 K Factor= 5.52 H47 18.55 1.049 T 5.0 2.000 10.974 K Factor= 5.60 to 120.0 E 2.0 7.000 -0.650 507 18.55 0.1132 0.0 9.000 1.019 Vel= 6.89 0.0 18.55 11.343 K Factor= 5.51 H48 18.84 1.049 2E 4.0 5.333 11.317 K Factor= 5.60 to 120.0 T 5.0 9.000 0.939 510 18.84 0.1164 0.0 14.333 1.669 Vel = 6.99 0.0 18.84 13.925 K Factor= 5.05 H49 19.80 1.049 T 5.0 2.167 12.498 K Factor= 5.60 to 120.0 0.0 5.000 0.939 ' 511 19.8 0.1277 0.0 7.167 0.915 Vel = 7.35 0.0 19.80 14.352 K Factor= 5.23 H50 19.03 1.049 2E 4.0 10.500 11.549 K Factor= 5.60 to 120.0 T 5.0 9.000 0.939 512 19.03 0.1187 0.0 19.500 2.314 Vel= 7.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams V AFP Systems, Inc. Page 5 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** . Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 19.03 14.802 K Factor= 4.95 H51 16.31 1.049 E 2.0 3.417 8.479 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.650 513 16.31 0.0893 0.0 10.417 0.930 Vel = 6.05 0.0 16.31 8.759 K Factor= 5.51 H52 16.44 1.049 E 2.0 3.417 8.617 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.650 514 16.44 0.0905 0.0 10.417 0.943 Vel = 6.10 0.0 16.44 8.910 K Factor= 5.51 H53 16.97 1.049 E 2.0 3.417 9.179 K Factor=5.60 to 120.0 T 5.0 7.000 -0.650 515 16.97 0.0960 0.0 10.417 1.000 Vel = 6.30 0.0 16.97 9.529 K Factor= 5.50 H54 16.79 1.049 E 2.0 3.167 8.987 K Factor=5.60 to 120.0 T 5.0 7.000 0.939 . 516 16.79 0.0940 0.0 10.167 0.956 Vel= 6.23 0.0 16.79 10.882 K Factor= 5.09 • H55 20.12 1.049 T 5.0 2.167 12.909 K Factor= 5.60 to 120.0 0.0 5.000 0.939 517 20.12 0.1316 0.0 7.167 0.943 Vel= 7.47 0.0 20.12 14.791 K Factor= 5.23 501 19.20 1.38 0.0 11.750 12.272 to 120.0 0.0 0.0 0.0 502 19.2 0.0317 0.0 11.750 0.373 Vel= 4.12 502 19.36 1.38 T 6.0 1.083 12.645 to 120.0 0.0 6.000 0.0 503 38.56 0.1152 0.0 7.083 0.816 Vel= 8.27 0.0 38.56 13.461 K Factor= 10.51 509 17.83 1.442 0.0 8.000 10.434 to 120.0 0.0 0.0 0.0 508 17.83 0.0224 0.0 8.000 0.179 Vel= 3.50 508 17.97 1.442 0.0 9.000 10.613 to 120.0 0.0 0.0 0.0 507 35.8 0.0811 0.0 9.000 0.730 Vel = 7.03 _ 507 18.55 1.442 T 7.432 5.667 11.343 to 120.0 0.0 7.432 0.0 506 54.35 0.1757 0.0 13.099 2.301 Vel= 10.68 0.0 54.35 13.644 K Factor= 14.71 513 16.31 1.442 0.0 8.000 8.759 to 120.0 0.0 0.0 0.0 514 16.31 0.0189 0.0 8.000 0.151 Vel = 3.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Y AFP Systems, Inc. Page 6 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** • Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 514 16.44 1.442 0.0 9.000 8.910 to 120.0 0.0 0.0 0.0 515 32.75 0.0688 0.0 9.000 0.619 Vel= 6.43 515 16.96 1.442 0.0 9.083 9.529 to 120.0 0.0 0.0 0.0 516 49.71 0.1490 0.0 9.083 1.353 Vel = 9.77 516 16.79 1.442 T 7.432 9.417 10.882 to 120.0 0.0 7.432 0.0 518 66.5 0.2551 0.0 16.849 4.298 Vel= 13.06 0.0 66.50 15.180 K Factor= 17.07 517 20.12 1.442 T 7.432 6.500 14.791 to 120.0 0.0 7.432 0.0 518 20.12 0.0279 0.0 13.932 0.389 Vel= 3.95 0.0 20.12 15.180 K Factor= 5.16 503 38.56 2.703 0.0 8.667 13.461 to 120.0 0.0 0.0 0.0 504 38.56 0.0044 0.0 8.667 0.038 Vel= 2.16 504 20.19 2.703 0.0 9.250 13.499 to 120.0 0.0 0.0 0.0 505 58.75 0.0095 0.0 9.250 0.088 Vel = 3.28 • 505 19.97 2.703 0.0 3.500 13.587 to 120.0 0.0 0.0 0.0 506 78.72 0.0163 0.0 3.500 0.057 Vel= 4.40 506 54.36 2.703 0.0 6.500 13.644 to 120.0 0.0 0.0 0.0 510 133.08 0.0432 0.0 6.500 0.281 Vel = 7.44 510 18.84 2.703 0.0 7.750 13.925 to 120.0 0.0 0.0 0.0 511 151.92 0.0551 0.0 7.750 0.427 Vel= 8.49 511 19.79 2.703 U 3.419 3.083 14.352 to 120.0 0.0 3.419 0.0 512 171.71 0.0692 0.0 6.502 0.450 Vel = 9.60 512 19.03 2.703 0.0 4.500 14.802 to 120.0 0.0 0.0 0.0 518 190.74 0.0840 0.0 4.500 0.378 Vel= 10.66 518 86.62 2.703 E 9.325 3.417 15.180 to 120.0 0.0 9.325 0.0 • TOR 277.36 0.1679 0.0 12.742 2.140 Vel = 15.51 TOR 0.0 4.31 V 9.477 8.500 17.320 to 120.0 Bvcb 16.724 26.201 4.548 BOR 277.36 0.0173 0.0 34.701 0.601 Vel = 6.10 BOR 0.0 4.31 E 18.536 1.500 22.469 to 140.0 0.0 18.536 0.0 UG1 277.36 0.0130 0.0 20.036 0.260 Vel = 6.10 UG1 250.00 6.16 2E 40.168 75.000 22.729 Qa=250 to 140.0 T 43.037 83.205 0.0 UGH 527.36 0.0075 0.0 158.205 1.188 Vel = 5.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 7 MET Community Center Date 2.11.15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** . Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UGH 0.0 6.16 0.0 176.000 23.917 to 140.0 0.0 0.0 0.0 UG2 527.36 0.0075 0.0 176.000 1.321 Vel = 5.68 UG2 0.0 6.16 Zae 0.0 6.000 25.238 to 140.0 0.0 0.0 9.513 **Fixed Loss=9.513 UG3 527.36 0.0077 0.0 6.000 0.046 Vel = 5.68 UG3 0.0 6.16 T 43.037 20.000 34.797 to 140.0 G 4.304 47.341 0.0 SRC 527.36 0.0075 0.0 67.341 0.505 Vel = 5.68 0.0 527.36 35.302 K Factor= 88.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087