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HomeMy WebLinkAbout100 Arnold Way - Building Plans &amp; Drawin (2) Am g1k . . . Fire Protection by Computer Design H.H.S. Mechanical Contractors 80 Colonial Road Manchester, CT Job Name : Timothy Edwards Stage Building Location System Contract Data File Stage.WXF Water Supply Curve C H.H.S. Mechanical Contractors Timothy Edwards Stage Page 1 Date 11/17/14 City Water Supply: Demand: C1 -Static Pressure : 76 D1 -Elevation 12.993 C2-Residual Pressure: 62 C2 -Residual Flow 1250 D2-System Flow :408.341 D2-System Pressure 53.230 Hose(Demand) :250 D3-System Demand :658.341 Safety Margin 18.495 150 140 130 p 120 R 110 E 100 S 90 S 80 Ll 70 C2 R 60 E 50 40 3 30 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 H.H.S. Mechanical Contractors Timothy Edwards Stage Page 2 Date 11/17/14 Fitting Legend Abbrev. Name / i/4 1 „ 1 , 1% 2 2YZ 3 3%: 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1&E3 7.7 21.5 17 27 29 B NFPA 13 Butterny Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 12 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 i 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 q p p for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters o€Sched 40 i and CF actors actor of 120 except * pipe s as no * p noted with The fittings s m ,arked with avalues supplied by manufacturers based on specific pipe diameters and CFactors lengths dgthey 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 H.H.S. Mechanical Contractors Page 3 Timothy Edwards Stage Date 11/17/14 Node Elevation K-Fact Pt Pn Flow Density Area Press Now Actual - -- ---------- ---- Actual 85 30.0 5.6 17.43 na 23.38 0.2 81 7.0 81 30.0 17.39 na 77 30.0 5.6 17.6 na 23.5 0.2 81 7.0 73 30.0 5.6 18.59 na 24.15 0.2 81 7.0 64 28.0 19.96 na 63 28.0 20:0 na 62 28.0 2011 na 61 28.0 20.66 na 60 20.0 29.24 na 15 8.0 43.08 na 100.0 12 5.0 44.86 na 11 0.0 53.03 na TEST 0.0 53.23 na 150.0 84 30.0 5.6 17.5 na 23.43 0.2 117 7.0 80 30.0 17.46 na 76 30.0 5.6 17.68 na 23.55 0.2 117 7.0 72 30.0 5.6 18.63 na 24.17 0.2 117 7.0 83 30.0 5.6 17.67 na 23.54 0.2 117 7.0 79 30.0 5.6 17.64 na 23.52 0.2 117 7.0 75 30.0 5.6 17.87 na 23.67 0.2 117 7.0 71 3&0 5.6 18.83 na 24.3 0.2 117 7.0 74 30.0 5.6 19.11 na 24.48 02 117 7.0 70 30.0 5.6 19.49 na 24.72 0.2 117 7.0 100 28.0 24.4 na 101 2&0 23.37 na 102 28.0 23.03 na 103 28.0 22.7 na 104 28.0 22.54 na 105 28.0 22.51 na 89 30.0 5.6 19.95 na 25.01 0.2 81 7.0 88 30.0 5.6 19.99 na 25.04 0.2 117 7.0 87 30.0 5.6 20.15 na 25.14 0.2 117 7.0 The maximum velocity is 15.7 and it occurs in the pipe between nodes 100 and 60 Final Calculations - Hazen-Williams H.H.S. Mechanical Contractors Page 4 Timothy Edwards Stage Date 11/17/14 Hyd• Qa Dia. Fitting Pipe Pt Pt Ref. "C'" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 85 30.24 1.049 0.0 9.000 17.431 K Factor=5.60 to 120.0 0.0 0.0 0.0 89 30.24 0.2796 0.0 9.000 - 2.516 Vel= 11.23 0.0 --- -- 30.24 _- 19.947 K Factor= 6.77 81 6.86 1.38 0.0 9.000 17.388 -- -- to 120.0 0.0 0.0 0.0 85 _-- 6.86 0.0048 0.0 9A00 0.043 Vel= 1.47 0.0 -- --- -- - ---- __ 6.86 - __-_ _ 17.431 K Factor= 1.64 81 16.50 1.38 0.0 9.000 17.388 K factor=5.60 to 120.0 0.0 0.0 0.0 77 16.5 0.0240 0.0 9.000 0.216 _Vel= 3.54 _ 77 23.49 1.61 T 8.0 9.000 17.604 K Factor=5.60 to 120.0 0.0 8.000 0.0 73 39.99 0.0582 0.0 17.000 0.990 _ _ Vet= 6.30 73 24.15 2.067 T 10.0 2.000 18.594 K Factor=5.60 to 120.0 0.0 10.000 0.866 64 - 64.14 0.0413 _ 0.0 12.000 __ 0.496_ Vel= 6.13 64 0.0 3.26 0.0 9.000 19.956 to 120.0 0.0 0.0 0.0 63 _---_ 64.14 0.0044 0.0 9.000 0.040 Vel= 2.47 63 64.50 3.26 0.0 13.000 19.996 to 120.0 0.0 0.0 0.0 62 128.64 0.0163 0.0 13.000 0.212 Vel= 4.94 ---------- 62 65.08 3.26 0.0 13.000 20.208 to 120.0 0.0 0.0 0.0 61 193.72 0.0347 _ 0.0 13.000 0.451 Vel= 7.45___ 61 49.20 3.26 2E 18.815 52.000 20.659 to 120.0 0.0 18.815 0.0 100 242.92 0.0528 _---_0.0___ 70.815 3.737 Vel= 9.34 -- -------- 0.0 242.92 24.396 K Factor= 49.18 60 408.34 4.26 6E 79.002 83.000 29.240 - to 120.0 2T 52.668 147.470 5.197 15 408.34 0.0375 B 15.8 230.470 8.639 _ -Vel= 9.19 15 100.00 6.357 A 33.948 3.000 43.076 Qa= 100 to 120.0 L 11.316 57.837 1.299 12 508.34 0.0080 V 12.573 60.837 _ 0.487 Vel= 5.14 _ ---------- 12 0.0 6.357 0.0 750.000 44.862 to 120.0 0.0 0.0 2.166 11 - 508.34 0.0080 0.0 750.000 6.0_01 Vel= 5.14 11 0.0 8.27 T 55.354 30.000 53.029 to 140.0 E 28.468 90.148 0.0 TEST 508.34 0.0017 G 6.326 120.148 0.201 Vel= 3.04 Final Calculations - Hazen-Williams H.H.S. Mechanical Contractors Page 5 Timothy Edwards Stage Date 11/17/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 150.00 - --- - -- Qa= 150.00 _ 658.34 _- - 53.230 _ _ K Factor= 90.23 84 30.05 1.049 0.0 9.000 17.500 K Factor=5.60 to 120.0 0.0 0.0 0.0 88 30.05 0.2763 0.0 9.000 2.487 Vel= 11.16 0.0 --- ----- - - - 30.05 _ _ - -- 19.987 K Factor= 6.72 80 6.62 1.38 0.0 9.000 17.460 to 120.0 0.0 0.0 0.0 84 6.62 0.0044 -- - 0.0 9.000 0.040 Vel= 1.42 0.0 6.62 17.500 K Factor= 1.58 _ 80 16.78 1.38 0.0 9.000 17.460 K Factor=5.60 to 120.0 0.0 0.0 0.0 76 16.78 0.0248 0.0 9.000 0.223 Vel= 3.60 76 23.55 1.61 T 8.0 8.000 17.683 K Factor=5.60 to 120.0 0.0 8.000 0.0 72 40.33 -0.0591-- _ 0.0 - 16.000 0.946 Vel= 6.36 ------------- -------- --- 72 24.17 2.067 T 10.0 2.000 18.629 K Factor=5.60 to 120.0 0.0 10.000 0.866 63 64.5 0.0418_ _-_ 0.0 12.000 -_-_-0.501 Vel= 6.17 0.0 64.50 _ __-_ 19.996 K_F_actor= 14.42 83 29.95 1.049 0.0 9.000 17.674 K Factor=5.60 to 120.0 0.0 0.0 0.0 87__- 29.95 0.2747_- _ -0.0 _-9.000 _- 2.472 Vel= 11.12 -- - -- -- ----------------------- 0.0 -- - 29.95 - - _ -- --_ 20.146 K Factor= 6.67 _ 79 6.41 1.38 0.0 9.000 17.636 K Factor= 5.60 to 120.0 0.0 0.0 0.0 83 6.41 0.0042 _- 0.0_ 9.000 _ 0.038 Vel= 1.37 0.0 ---- 6.41 --_-- - _ _17.674 K Factor 79 17.11 1.38 0.0 9.000 17.636 to 120.0 0.0 0.0 0.0 75_ 17.11 0.0257- - 0.0 9.000_ __ 0.231 _Vel-= 3.67 75 23.67 1.61 T 8.0 8.000 17.867 K Factor=5.60 to 120.0 0.0 8.000 0.0 71 40.78 0.0603 0.0 16.000 0.965 _ Vel= 6.43 71 24.30 2.067 T 10.0 2.000 18.832 K Factor=5.60 to 120.0 0.0 10.000 0.866 62 65.08 0.0425 - 0.0 12.000 0.510 Vel= 6.22 0.0 65.08 ___ 20.208 K Factor=_14.48 74 24.48 1.61 T 8.0 8.000 19.114 K Factor=5.60 to 120.0 0.0 8.000 0.0 7n ')w AD n n,),2c A A as Ann A >7a Final Calculations - Hazen-Williams H.H.S. Mechanical Contractors Page 6 Timothy Edwards Stage Date 11/17/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. tic., or Ftng's Pe Pv *** *** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 70 24.72 2.067 T 10.0 2.000 19.490 K Factor=5.60 to 120.0 0.0 10.000 0.866 61 49.2 0.0252 _ 0.0 12.000 0.303 Vel= 4.70 0.0 49.20 _ _ 20.659 K Factor= 10.82 100 408.34 3.26 0.0 10.000 24.396 to 120.0 0.0 0.0 3.465 60 - 408.34 0.1379 0.0 10.000 1.379 Vel= 15.70 -- ------------- 0.0 408.34 - 29.240 K Factor= 75.52 _ 101 165.42 3.26 E 9.408 10.000 23.371 to 120.0 T 20.159 29.567 0.0 100 165.42 0.0259 0.0 39.567 1.025 Vel= 6.36 0.0 1_65.42 - - - _ _ 24.396 K Factor= 33.49 _ 102 165.42 3.26 0.0 13.000 23.034 to 120.0 0.0 0.0 0.0 101 165.42 0.0259 0.0 13.000 0.337 Vel= 6.36 0.0 _ 165.42 _---_ - 23.371 K Factor= 34.22 103 165.42 3.26 0.0 13.000 22.697 to 120.0 0.0 0.0 0.0 102 165.42 0.0259- 0.0 13.000 0.337 Vel= 6.36 0.0 165.42 23.034 K Factor= 34.47 -- ---------- -------------- ---- ----- --- 104 110.33 3.26 0.0 13.000 22.537 to 120.0 0.0 0.0 0.0 103 110.33 0.0123_ -_ 0.0 13.000 0.160 Vel= 4.24 0.0 110.33 22.697 K Factor= 23.16 105 55.25 3.26 0.0 9.000 22.507 to 120.0 0.0 0.0 0.0 104 55.25 0.0033 _ 0.0 9.000 0.030 Vel= 2.12 0.0 _ 55.25 _ _ _ _ _ 22.537 K Factor= 11.64 89 55.25 1.61 E 4.0 4.000 19.947 K Factor=5.60 to 120.0 T 8.0 12.000 0.866 105 55.25 0.1059 - 0.0 16.000 1.694 Vel= 8.71 0.0 55.25 22.507 K Factor= 11.65 88 55.08 1.61 E 4.0 4.000 19.987 K Factor= 5.60 to 120.0 T 8.0 12.000 0.866 104 55.08 0.1052-_-_ 0.0 16.000 1.684 VeI= 8.68 0.0 55.08 22.537 K Factor= 11.60 Final Calculations - Hazen-Williarns H.H.S. Mechanical Contractors Page 7 Timothy Edwards Stage Date 11/17/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 87 55.09 1.61 E 4.0 4.000 20.146 K Factor= 5.60 to 120.0 T 8.0 12,000 0.866 103 55.09 0.1053 0.0 16.000 1.685 Vel= 8.68 0.0 55.09 22.697 Factor= 11.56--- . . . Fire Protection by Computer Design H.H.S. Mechanical Contractors 80 Colonial Road Manchester,CT Job Name Timothy Edwards Auditorium Building Location System Contract : Data File Auditodum.WXF Water Supply Curve C H.H.S. Mechanical Contractors Timothy Edwards Auditorium Page 1 Date 11-17-14 City Water Supply: C1 Static Pr Demand: essure ; 76 D1 -Elevation : 12.g93 C2 -Residual Pressure: 62 C2-Residual Flow 1250 D2-System Flow :213.261 D2-System Pressure : 63.929 Hose(Demand) : 100 D3-System Demand : 313.261 Safety Margin 10.989 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 G2 3 E 50 40 30 20 10 AM- 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 H.H.S. Mechanical Contractors Timothy Edwards Auditorium Page 2 Date 11-17-14 Fitting Legend Abbrev. Name _ +� '/, 1 1Y< 1% 2 2%= 3 3%: 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1&E3 7.7 21.5 17 27 29 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 12 V 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.6 10 13 0 0 0 0 0 0 0 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 1 Flow Summary- STANDARD H.N.S. Mechanical Contractors Page 3 Timothy Edwards Auditorium Date 11-17-14 Node Elevation K-Fact Pt Pn Flow Density Area Press -- No Actual Actual ---- Req. 112 30.0 5.6 11.39 na 18.9 0.1 189 7.0 110 30.0 6.6 12.97 na 20.17 0.1 189 7.0 108 30.0 5.6 19.04 na 24.43 0.1 189 7.0 106 30.0 5.6 22.95 na 26.83 0.1 189 7.0 103 30.0 25.45 na 102 30.0 26.54 na 101 30.0 30.26 na 100 28.0 35.71 na 61 28.0 35.95 na 60 20.0 45.46 na 15 8.0 53.25 na 100.0 12 5.0 54.75 na 11 0.0 63.85 na TEST 0.0 63.93 na 111 30.0 5.6 11.9 na 19.32 0.1 189 7.0 109 30.0 5.6 13.55 na 20.61 0.1 189 7.0 107 30.0 5.6 19.86 na 24.96 0.1 189 7.0 105 30.0 5.6 23.94 na 27.4 0.1 189 7.0 104 30.0 5.6 29.92 na 30.63 0.1 189 7.0 The maximum velocity is 20.39 and it occurs in the pipe between nodes 101 and 100 Final Calculations- Hazen-Williams H.H.S. Mechanical Contractors Page 4 Timothy Edwards Auditorium Date 11-17-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. IV, or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 112 18-90 1.049 0.0 13.500 11.391 K Factor= 5.60 to 120.0 0.0 0.0 0.0 110 18.9 0.1172 ----0.0 13.500 1.582 Vel= 7.02 110 20.17 1.049 0.0 13.500 12.973 K Factor=5.60 to 120.0 0.0 0.0 0.0 108 39.07 0.4491 0.0 13.500 6.063 14.50 108 24.43 1.38 0.0 13.500 19.036 K Factor=5.60 to 120.0 0.0 0.0 0.0 106 63.5 --- 0.2901 0.0 13.500 3.917 Vel= 13.62 106 26.83 1.61 T 8.0 1.500 22.953 K Factor= 5.60 to 120.0 0.0 8.000 0.0 103 90.33 0.2628 0.0 9.500 2.497 Vel= 14.24 103 0.0 2.067 0.0 14.000 25.450 to 120.0 0.0 0.0 0.0 102 90.33 0.0779 0.0 14.000 1.090 Vel-=----8.64 102 92.30 2.067 0.0 13.000 26.540 to 120.0 0.0 0.0 0.0 101 182.63 0.2863 -- 0-.0 13.000 3.722 Vel= 17.46 101 30.63 2.067 T 10.0 2.000 30.262 to 120.0 0.0 10.000 0.866 100 213.26 0.3815 0.0 12.000 4.578 Vel= 20.39 100 0.0 3.26 0.0 6.000 35.706 to 120.0 0.0 0.0 0.0 61 213.26 0.0415 0.0 6.000 0.249 Vel= 8.20 61 0.0 3.26 6E 56.446 69.000 35.955 to 120.0 T 20.159 76.605 3.465 60 213.26 0.0415 --- ----0.0 145.605 6.038 --vel= 8.20 60 0.0 4.26 6E 79.002 83.000 45.458 to 120.0 2T 52.668 147.470 5.197 15 213.26 0.0113 B 15.8 230.470 2.598 Vel= 4.80 15 100-00 6.357 A 33.948 3.000 53.253 Oa= 100 to 120.0 L 11.316 57.837 1.299 12 313.26 0.0033 V 12.573 60.837 0.199 Vel= 3.17 12 0.0 6.357 0.0 2121.000 54.751 to 120.0 0.0 0.0 2.166 - 11 313.26 0.0033 0.0 2121.000 6.930 Vel= 3.17 11 0.0 8.27 T 55.354 30.000 63.847 to 140.0 E 28.468 90.148 0.0 TEST 313.26 0.0007 G------6.326 120.148 0.082 Vel= 1.87 0.0 313.26 63.929 K Factor= 39.18 ill 19.32 1.049 0.0 13.500 11.903 K Factor=5.60 to 120.0 0.0 0.0 0.0 109 19.32 0.1221 0.0 13.500 1.648 Vel= 7.17 109 20.61 1.049 0.0 13.500 13.551 K Factor=5.60 to 120.0 0.0 0.0 0.0 107 39.93 0.4677 0.0 13.500 6.314 Vel= 14.82 Final Calculations- Hazen-Williams H.H.S. Mechanical Contractors Page 5 Timothy Edwards Auditorium Date 11-17-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref, IfC.I or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 107 24.96 1.38 0.0 13.500 19.865 K Factor=5.60 to 120.0 0.0 0.0 0.0 105 64.89 0.3020 0.0 13.500---- 4.077 Vel= 13.92 105 27.40 1.61 T 8.0 1.500 23.942 K Factor=5.60 to 120.0 0.0 8.000 0.0 102 92.29 0.2735 0.09.500 Vel= 14.54 0.0 92.29 26.540 K Factor= 17.91 104 30.63 1.61 T 8.0 1.500 29.925 K Factor=5.60 to 120.0 0,0 8.000 0.0 101 30.63-------0.0355 0.0---- 9.500 0.337 Vel= 4.83 0.0 30.63 30.262 K Factor= 5.57 Joe Am _ _ . Fire Protection by Computer Design H.H.S. Mechanical Contractors 80 Colonial Road Manchester, CT Job Name Timothy Edwards Gym Building Location System Contract Data File Gym.WXF Water Supply Curve C f- r� H.H.S. Mechanical Contractors Page 1 Timothy Edwards GymI Date 11-17-14 City Water Supply: Demand: C1 -Static Pressure 76 D1 -Elevation 12.993 C2-Residual Pressure: 62 D2-System Flow : 168.485 C2 - Residual Flow : 1250 D2-System Pressure : 69.342 ; Hose( Demand) : 100 E D3-System Demand :268.485 Safety Margin 5.844 f' 'i 150 €' 140 E 130 t p 120 wl R 110I E 100 f r S 90 K S 80 � U 70 C2 , R 60 3 _ k E 50 40 tl, 30i 20 � 10 �II 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N " 1.85) rj kI fj �I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �I Fittings Used Summary H.H.S. Mechanical Contractors Page 2 Timothy Edwards Gym Date 11-17-14 Fitting Legend Abbrev___.Name__ Y2 '/, 1 1'/. 1% 2 2Y2 3 3% 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1&E3 7.7 21.5 17 27 29 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 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 12 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. l Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/Flow Summary- STANDARD H.H.S. Mechanical Contractors Page 3 Timothy Edwards Gym Date 11-17-14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual 71 30.0 5.6 9.31 na 17.09 0.1 162 7.0 72 30.0 5.6 9.13 na 16.92 0.1 162 7.0 73 30.0 5.6 9.17 na 16.96 0.1 162 7.0 74 30.0 5.6 9.74 na 17.48 0.1 162 7.0 70 30.0 10.64 na 69 30.0 10.8 na 68 30.0 10.96 na 67 30.0 11.57 na 66 30.0 12.08 na 65 30.0 12.47 na 64 30.0 12.7 na 62 X0 10.81 na 61 30.0 10.9 na 60 30.0 11.28 na 59 30.0 11.95 na 58 30.0 12.73 na 57 30.0 13.68 na 56 30.0 14.9 na 55 30.0 16.55 na 54 30.0 19.78 na 53 9.5 42.07 na 62 9.6 43.62 na 51 9.5 50.01 na 50 9.5 52.66 na 23 9.5 52.99 na 22 9.5 53.67 na 21 9.5 54.85 na 15 9.5 57.91 na 100.0 12 5.0 59.95 na 11 0.0 69.28 na TEST 0,0 69.34 na 75 30.0 5,6 8.78 na 16.6 0.1 162 7.0 76 30.0 5.6 8.38 na 16.21 0.1 162 7.0 77 30.0 5.6 8.37 na 16.2 0.1 162 7.0 78 30.0 5.6 8.62 na 16.44 0.1 162 7.0 79 30.0 5.6 9.18 na 16.97 OA 162 7.0 80 30.0 5.6 9.91 na 17.63 0.1 162 7.0 63 30.0 12.78 na The maximum velocity is 14.79 and it occurs in the pipe between nodes 55 and 54 Final Calculations - Hazen-Williams H.H.S. Mechanical Contractors Page 4 Timothy Edwards Gym Date 11-17-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. IICII or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 71 -11.89 1.38 0.0 14.000 9.314 K Factor=5.60 to 120.0 0.0 0.0 0.0 72 -11.89 -0.0131 0.0--- 14.000 -0.183 Vel= 2.55 72 16.93 1.38 0.0 14.000 9.131 K Factor= 5.60 to 120.0 0.0 0.0 0.0 -.73 5.04 0.0026 0.0 14.000 0.037--- Vel= 1.08 73 16.95 1.38 0.0 14.000 9.168 K Factor=5.60 to 120.0 0.0 0.0 0.0 74 21.99 0.0408 0.0 14.000 0.571 Vel= 4.72 74 17.48 1.38 T 6.0 1.500 9.739 K Factor= 5.60 to 120.0 0.0 6.000 0.0 70 39.47 0.1204 --- 0.0 7.500 0.903 Vel= 8.47 70 0.0 2.157 0.0 11.500 10.642 to 120.0 0.0 0.0 0.0 69 39.47 0.0137 -- 0.0 11.500 0.157 Val= 3.47 69 0.0 2.157 0.0 11.500 10.799 to 120.0 0.0 0.0 0.0 68 39.47 0.0137 0.0 11.500 0.158 Vel= 3.47 68 42.75 2.157 0.0 11.500 10.957 to 120.0 0.0 0.0 0.0 67 82.22 0.0531----0.0 11,500 0.611 Vel= 7.22 67 -7.35 2.157 0.0 11.500 11.568 to 120.0 0.0 0.0 0.0 66 74.87 0.0447 0.0 11.500 0.514 Vel= 6.57 66 -1038 2.157 0.0 11.500 12.082 to 120.0 0.0 0.0 0.0 65 64.09 0.0335 0.0 11.500 0.385 Vel= 5.63 65 -15.16 2.157 0.0 11.500 12.467 to 120.0 0.0 0.0 0.0 64 48.93 0.0203 0.0 11.500 0.234 Val= 4.30 64 -20.94 2.157 0.0 11.500 12.701 to 120.0 0.0 0.0 0.0 63 27.99 0.0073 11.500 0.084 Vel= 2.46 0.0 27.99 12.785 K Factor= 7.83 71 28.98 1.38 T 6.0 16.000 9.314 to 120.0 0.0 6.000 0.0 62 28.98 0.0680-.--- -----0.0 22.000 1.495 Vel= 6.22 62 0.0 2.157 0.0 11.500 10.809 to 120.0 0.0 0.0 0.0 61 28.98 0.0077 0.0 11.500 0.089 Vel= 2.54 61 34.93 2.157 0.0 11.500 10.898 to 120.0 0.0 0.0 U 60 63.91 0.0333 0.0 11.500 0.383 Vel= 5.61 60 22.35 2.157 0.0 11.500 11.281 to 120.0 0.0 0.0 0.0 59 86.26 0.0581 0.0 11.500 0.668 Vel= 7.57 Final Calculations- Hazen-Williams H.H.S. Mechanical Contractors Page 5 Timothy Edwards Gym Date 11-17-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cf, or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 59 7.35 2.157 0.0 11.500 11.949 to 120.0 0.0 0.0 0.0 58 93.61 -0.0676 0.0------ 11.500 0.777 Vel= 8.22 58 10.79 2.157 0.0 11.500 12.726 to 120.0 0.0 0.0 0.0 104.4 - 0.0827 --- 0.0 11.500 0.951 ___Vel= 9.17 57 15.16 2.157 0.0 11.500 13.677 to 120.0 0.0 0.0 0.0 56 119.56 0.1063 0.0 11.500 1.222 Vel= 10.50 56 20.93 2.157 0.0 11.500 14.899 to 120.0 0.0 0.0 0.0 55 140.49 0.1432 0.0- 11.500 1.647 Vel= 12.33 55 27.99 2.157 E 6.153 10.000 16.546 to 120.0 0.0 6.153 0.0 54 168.48 0.2004 0.0 16.163 3.237 Vel= 14.79 54 0.0 2.157 4E 24.613 30.000 19.783 to 120.0 T 12.307 36.920 8.879 53 168.48 0.2004 0.0 66.920 13.412- = 14.79 53 0.0 2.635 T 16.474 4.000 42.074 to 120.0 0.0 16.474 0.0 52 168.48 0.0756 0.0_ _ 20.474 1.548 Vel= 9.91 52 0.0 2.635 T 16.474 68.000 43.622 to 120.0 0.0 16.474 0.0 51 1168,48 0.0756 -0.0 ------------84.474 6.387 Vel= 9.91 51 0.0 2.635 2E 16.474 9.000 50.009 to 120.0 B 9.61 26.084 0.0 50 168.48 0.0756 0.0 35.084 2.653 50 0.0 4.26 B 15.8 3.000 52.662 to 120.0 T 26.334 42.134 0.0 23 168.48 0.0073 0.0 45.134 0.329 Vel= 3.79 23 0.0 4.26 E 13.167 80.000 52.991 to 120.0 0.0 13.167 0.0 22 168.48 0.0073 0.0 93.167 0.679 Vel= 3.79 22 0.0 4.26 E 13.167 149.000 53.670 to 120.0 0.0 13.167 0.0 21 168.48 0.0073 0.0- 162.167 1181 Vel= 3.79 21 0.0 4.26 14E 184.339 183.000 54.851 to 120.0 2T 52.668 237.007 0.0 15 168.48 0.0.073____________ 0.0 - 420.007 3.061 Vel= 3.79 15 100-00 6.357 A 33.948 3.000 57.912 Oa= 100 to 120.0 0.0 33.948 1.949 12 268.48 0.0025 0.0 36.948 0.091 Vel= 2.71 12 0.0 6.357 0.0 2916.000 59.952 to 120.0 0.0 0.0 2.166 11 268.48 0.0025 0.0 2916.000 7.162 Vel= 2.71 Final Calculations - Hazen-Williams H.H.S. Mechanical Contractors Page 6 Timothy Edwards Gym Date 11-17-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11 ------0.0- _ 8.27 ------ E 28.468 30.000 69.280 ------- - to 140.0 T 55.354 90.148 0.0 _TEST 268.48 0.0005 G 6.326 120.148 0.062 Vel= 1.60 0.0 268.48 69.342 K Factor= 32.24 75 -18.34 1.38 0.0 14.000 8.784 K Factor=5.60 to 120.0 0.0 0.0 0.0 76 -18.34 -_0.0291 0.0 14.000 _ -0.408 Vel=_3.93 _ 76 16.21 1.38 0.0 14.000 8.376 K Factor=5.60 to 120.0 0.0 0.0 0.0 77 -2.13 -0.0005 0.0 14.000 -0.007 Vel= 0.46 77 16.20 1.38 0.0 14.000 8.369 K Factor=5.60 to 120.0 0.0 0.0 0.0 78 14.07 0.0179 0.0 14.000 0.250 Vel= 3.02 _ 78 16.44 1.38 T 6.0 1.500 8.619 K Factor=5.60 to 120.0 0.0 6.000 0.0 79 30.51 0.0747 0.0 7.500 0.560 Vel= 6.54 0.0 -- - 30.51 _ 9.179 K Factor= 10.07 -75----- 34.94 1.38 --- T 6.0 16.000---- 8.784-------- -- - to 120.0 0.0 6.000 0.0 61 34.94 0.0961 0.0 22.000 2.114 Vel= 7.49 0.0 34.94 10.898 K Factor= 10.58 79 25.12 1.38 0.0 14.000 9.179 K Factor= 5.60 to 120.0 0.0 0.0 0.0 80 25.12 0.0522 0.0 14.000 0.731 Vel= 5.39 80 17.63 1.38 T 6.0 1.500 9.910 K Factor=5.60 to 120.0 0.0 6.000 0.0 68 42.75 0.1396 0.0 7.500 1.047 Vel= 9.17 0.0 42.75 10.957 K Factor= 12.91 79 22.35 1.38 T 6.0 44.000---- 9.179------- -- - --- ---- to 120.0 0.0 6.000 0.0 60 22.35 0.0420 0.0 50.000 2.102 Vel= 4.79 0.0 22.35 11.281 K Factor= 6.65 67 7.35 1.38 2T 12.0 59.000 11.568 to 120.0 0.0 12.000 0.0 59 7.35 0.0054 0.0 71.000 0.381 Vel= 1.58 0.0 7.35 11.949 K Factor= 2.13 66 - - 10.79 1.38 0.0 59.000 12.082 - -to 120.0 0.0 0.0 0.0 58 10.79 0.0109 0.0 59.000 0.644 Vel= 2.31 Final Calculations - Hazen-Williams H.H.S. Mechanical Contractors Page 7 Timothy Edwards Gym Date 11-17-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 10.79 _ 12.726 K Factor= 3.02 _ 65 15.16 1.38 0.0 59.000 12.467 to 120.0 0.0 0.0 0.0 57 15.16 0.0205_ 0.0 59.000 1.210 Vel= 3.25 0.0 15.16_ 13.677 K Factor= 4.10 64 20.94 1.38 0.0 59.000 12.701 to 120.0 0.0 0.0 0.0 56 20.94 0.0373 0.0 59.000 2.198 Vel= 4.49 0.0 20.94 14.899 K Factor= 5.42 63 27.99 1.38 0.0 59.000 12.785 to 120.0 0.0 0.0 0.0 55 27.99 0.0637 0.0 59.000 3.761 Vel= 6.00 0.0 27.99 16.546 K Factor= 6.88 f IRA a _ _ . Fire Protection by Computer Design H.H.S. Mechanical Contractors 80 Colonial Road Manchester,CT Job Name Timothy Edwards Aux Gym Building Location System Contract : Data File Aux Gym.WXF Water Supply Curve C H.H.S. Mechanical Contractors Page 1 Timothy Edwards Aux Gym Date 11-17-14 City Water Supply Demand: C1 -Static Pressure : 76 D1 -Elevation 12.993 C2- Residual Pressure: 62 D2-System Flow : 197.83 C2 - Residual Flow : 1250 D2 -System Pressure : 62.840 Hose(Demand) : 100 D3 -System Demand :297.83 Safety Margin 12.174 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 D C2 R 60 E 50 3 40 30 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 H.H.S. Mechanical.Contractors Page 2 Timothy Edwards Aux Gym Date 11-17-14 Fitting Legend Abbrev, Name Y2 e/, _ ......1 _1'/< 1'/s ?__.-----2%=_._ 3 3.'�= 4.__. _5_... .__6 8__. _..1�_ ____121416 _ 18 20 24 ...................... A Alarm Rel E1&E3 7.7 21.5 17 27 29 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 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 12 li 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. i i i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/Flow Summary STANDARD H.H.S. Mechanical Contractors Page 3 Timothy Edwards Aux Gym Date 11-17-14 Node Elevation K-Fact Pt Pn Flow Density Area Press No• Actual Actual Req. 200 30.0 5.6 8.06 na 15.9 0.1 154 7.0 201 30.0 5.6 9.0 na 16.8 0.1 168 7.0 202 30.0 5.6 12.88 na 20.1 0.1 168 7.0 203 30.0 5.6 15.56 na 22.09 0.1 168 7.0 204 28.0 19.4 na 205 28.0 19.63 na 206 28.0 20.49 na 50 9.5 44.53 na 23 9.5 44.97 na 22 9.5 45.89 na 21 9.5 47.48 na 15 9.5 51.6 na 100.0 12 5.0 53.66 na 11 0.0 62.77 na TEST 0.0 62.84 na 207 30.0 5.6 8.17 na 16.01 0.1 154 7.0 208 30.0 5.6 9.12 na 16.91 0.1 168 7.0 209 30.0 5.6 13.05 na 20.23 0.1 168 7.0 210 30.0 5.6 15.76 na 22.23 0.1 168 7.0 211 30.0 5.6 17.74 na 23.58 0.1 168 7.0 212 30.0 5.6 18.34 na 23.98 0.1 168 7.0 The maximum velocity is 12.22 and it occurs in the pipe between nodes 208 and 209 Final Calculations- Hazen-Williams H.H.S. Mechanical Contractors Page 4 Timothy Edwards Aux Gym Date 11-17-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C., or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 200 15.90 1.049 0.0 11.000 8.063 K Factor=5.60 to 120.0 0.0 0.0 0.0 201 15.9 0.0852 0.0 -_11.000 0.937 Vel= 5.90 201 16.80 1.049 0.0 12.000 9.000 K Factor=5.60 to 120.0 0.0 0.0 0.0 202 32.7 0.3232 0.0 12.000 3.878 Vel= 12.14 202 20.10 1.38 0.0 13.000 12.878 K Factor= 5.60 to 120.0 0.0 0.0 0.0 203 52.8 0.2062 0.0--- 13.000 2.681 Vel= 11.33 203 22.09 1.61 E 4.0 4.000 15.559 K Factor=5.60 to 120.0 T 8.0 12.000 0.866 204 74.89 0.1858 0.0 16.000 2.973 Vel= 11.80 204 0.0 2.635 0.0 14.000 19.398 to 120.0 0.0 0.0 0.0 205 74.89 0.0169 0.0 14.000 0.236 -----------Vel-= 4.41 205 75.37 2.635 0.0 14.000 19.634 to 120.0 0.0 0.0 0.0 206 150.26 ------0.0611- 0-.0 14.000 0.856 Vel 8.84 206 47.57 2.635 6E 49.423 82.000 20.490 to 120.0 T 16.474 75.507 8.012 50 197.83 0.1018 B 9.61 157.507 16.029- -- 1.64 50 0.0 4.26 B 15.8 3.000 44.531 to 120.0 T 26.334 42.134 0.0 23 197.83 0.0098 0.0 45.134 0.443 Vel= 4.45 23 0.0 4.26 E 13.167 80.000 44.974 to 120.0 0.0 13.167 0.0 22 197.83 0.0098 0.0 93.167 0.914 Vel= 4.45 22 0.0 4.26 E 13.167 149.000 45.888 to 120.0 0.0 13.167 0.0 21 197.83 0.0098 0,0 162.167 1.590 Vel= 4.45 21 0.0 4.26 14E 184.339 183.000 47.478 to 120.0 2T 52.668 237.007 0.0 15 197.83 0.0098 0.0 420.007 4.120 Vel= 4.45 15 100.00 6.357 A 33.948 3.000 51.598 Qa= 100 to 120.0 0.0 33.948 1.949 12 297.83 0.0030 0.-0 - 36.948 0A09 Vel= 3.01 12 0.0 6.357 0.0 2333.000 53.656 to 120.0 0.0 0.0 2.166 11 297.83 0.0030 0.0 2333.000 6.943 Vel= 3.01 11 0.0 8.27 E 28.468 30.000 62.765 to 140.0 T 55.354 90.148 0.0 TEST 297.83 0.0006 G 6.326 120.148 0.075 Vel= 1.78 0.0 297.83 62.840 K Factor= 37.57 207 16.01 1.049 0.0 11.000 8.171 K Factor=5.60 to 120.0 0.0 0.0 0.0 208 16.01 0.0863 0.0 11.000 0,949 Vel= 5.94 Final Calculations- Hazen-Williams H.H.S. Mechanical Contractors Page 5 Timothy Edwards Aux Gym Date 11-17-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. IICII or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 208 16.91 1.049 0.0 12.000 9.120 K Factor=5.60 to 120.0 U 0.0 0.0 209 32.92 0.3272 0.0 12.000 3.926 Vel= 12.22 209 20.23 1.38 0.0 13.000 13.046 K Factor=5.60 to 120.0 0.0 0.0 0.0 210 53.15 0.2087 0.0 13.000 ____2.713 Vel= 11.40 210 22.23 1.61 E 4.0 4.000 15.759 K Factor=5.60 to 120.0 T 8.0 12.000 0.866 205 75.38 0,1881 0.0- 16.000 3.009 Vel= 11.88 0.0 75.38 - 19.634 K Factor= 17.01 211 23.58 1.38 0.0 13.000 17.737 K Factor=5.60 to 120.0 0.0 0.0 0.0 212 23.58 0.0464 0.0 13.000 0.603 -----Vel=-5.06 212 23.99 1.61 E 4.0 4.000 18.340 K Factor=5.60 to 120.0 T 8.0 12.000 0.866 206 47.57 0.0802 0.0 16.000 1.284 Vel= 7.50 0.0 47.57 20.490 K Factor= 10.51 Ad k _ . Fire Protection by Computer Design H.N.S. Mechanical Contractors 80 Colonial Road Manchester, CT Job Name Timothy Edwards 3rd Floor Classroom Building Location System Contract Data File 3rd Floor Classroom.WXF Water Supply Curve C H.H.S. Mechanical Contractors Timothy Edwards 3rd Floor Classroom Page 1 Date 11-17-14 City Water Supply: C1 -Static Pressure 76 Demand: C2 Residual Pressure: 62 D1 -Elevation : 12.993 C2 -Residual Flow 1250 D2-System Flow : 162.262 D2 System Pressure : 62.157 Hose(Demand ) : 100 D3-System Demand :262.262 Safety Margin 13.064 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 p R 60 C2 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary H.H.S. Mechanical Contractors Timothy Edwards 3rd Floor Classroom Page 2 Date 11-17-14 Fitting Legend A Alarm Rels1uso u wpPA 13o o p o n o o /r 21.5 17 ur un s wpp*1amr ' Elbow � c u 3 � * r 10 « 12 e 10 1e 19 21 o o o n o « / a 10 12 1* 1n uz ur oo �o �o oo *1 o wppA 1ooamva*w V o o o o 1 T w�p«m*np�wm�ne n 4 o e u ,n ,u �s �r uo ou o �� « * r » 10 11 �� � . ^ � =o v, vv oo 71 81 e1 101 12 Units Summary Diameter Units Inches Length Units Feet Flow Units U@ 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 of12O except mm noted with°. The fittings marked with m°show equivalent lengths values supplied by manufacturers hmeedonnpeci5opipediommteruandCFactons and they require no � adjustment. All values for fittings not marked with o°will be adjusted in the calculation � for CFmotormof other than 12O and diameters other than Schd40 per NFPA. _ Computer Programs hyHydrateoInc. Route 111 Windham N.H. USA O3O87 Pressure/FIbw Summary- STANDARD H.H.S. Mechanical Contractors Page 3 Timothy Edwards 3rd Floor Classroom Date 11-17-14 Node Elevation K-Fact Pt Pn Flow Density No. _ Actual Area Press - -- -- Actual 68 30.0 5.6 8.77 na 16.58 0.1 67 30.0 5.6 10.05 144 7.0 66 30.0 na 17.76 0.1 168 7.0 65 30:0 5.6 17.48 na 17.48 na 64 30.0 17.58 na 23.42 0.1 168 7.0 63 30.0 5.6 17.6 na 23.49 0.1 62 30.0 5.6 1814 na 168 7.0 . 08 55 30.0 21.14 na 23 85 0.1 168 7.0 54 30.0 23.56 na 53 30.0 30.49 na 52 30.0 35.24 na 51 30.0 36.79 na 90 30.0 38.4 na 50 9.5 47.51 na 23 9.5 47.82 na 22 9.5 48A5 na 21 9.5 49.55 na 15 9.5 52.41 na 100.0 12 5.0 54.44 na 11 U 62.1 na TEST 0.0 62A6 na 70 30.0 5.6 9.0 na 16.8 0.1 69 30.0 5.6 168 7.0 10.6 na 18.23 4.1 168 7.0 71 30.0 5.6 15.62 na 22.13 0.1 168 7.0 The maximum velocity is 13 and it occurs in the pipe between nodes 69 and 64 Final Calculations- Hazen-Williams H.H.S. Mechanical Contractors Page 4 TIMOMY Edwards 3rd Floor Classroom Date 11-17-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 68 16.58 1.049 2E 4.0 10.000 8.765 K Factor=5.60 to 120.0 0.0 4.000 0.0 67__ __ 16.58 0.0920 0.0 14.000 _1.288 Vel= 6.15 _ 67 17.75 1.049 E 2.0 14.000 - -10.053------- K factor= 5.60 to 120.0 T 5.0 7.000 0.0 66 _ _-34.33 0.3536- 0.0 21.000 7.426 Vel= 12.74 66 0.0 2.635 0.0 1.000 17.479 --- -� to 120.0 0.0 0.0 0.0 65 _-_ 34.33 0.0040 - 0.0 1.000 0.004_ Vel= 2.02 65 23.42 2.635 0.0 9,000--- 17.483 ---- - K Factor=5.60 ------- to 120.0 0.0 0.0 0.0 64___ 57.75- 0.0104 0.0----- 9.000 0.094 Vet= 3.40 64 35.03 2.635 0.0 1.000 17.577 -- - ----- --to 120.0 0.0 0.0 0.0 63 _ 92.78 0.0250____ ---- 0.0 1.000 0.025 Vel= 5.46 ----------- 63 23.50 2.635 0.0 14.000 ---17.602 K Factor=5.60 -- --to 120.0 0.0 0.0 0.0 62 116.28 0.0381 ----0.0 14,000 0.533 __ Vel= 6.84 _ --------------- 62 45.98 2.635 E 8.237 17.000 18.135 K Factor= 5.60 to 120.0 T 16.474 24.711 0.0 55 162.26 0.0705 _ 0.0 41.711 2.942 Vel= 9.55 ------------- 55 0.0 2.635 0.0 35.000 21.077 -- --- - --- to 120.0 0.0 0.0 0.0 54 162.26 0.0705 0.0 35.000 2.469 Vel= 9.55 54 0.0 2.635 2E 16.474 82.000 23.546 to 120.0 0.0 16.474 0.0 53 162.26 0.0705 0.0 98.474 6.945 Vel= 9_.55 53 0.0 3.26 4E 37,631 112.000 30.491 to 120.0 2T 40.319 77.950 0.0 52 162.26 0.0250- - 0.0 189.950 4.751 Vel= 6.24 52 0.0 3.26 0.0 62.000 35.242 - -- -to 120.0 0.0 0.0 0.0 51 162.26 0.0250 0.0 - 62.000 1.551 Vel= 6.24 --------------- 51 0.0 3.26 B 13.44 12.000 36.793 to 120.0 2E 18.815 52.414 0.0 90 162.26 -- 0.0250 T 20.159 64.414 1.611 Vel= 6.24 -- ---- ---- 90 0.0 4.26 E 13.167 20.500 38.404 ------- _.------_-__-- to 120.0 0.0 13.167 8.879 50 162.26 0.0068 0.0 33.667 0.229 Vel= 3.65 --- --- ------------ 50 0.0 4.26 B 15.8 3.000 47.512 --- --to 120.0 T 26.334 42.134 0.0 23 -- 162.26 0.0068- - 0.0 ___ 45.134 0.306 _ Vel= 3.65_ _ 23 0.0 4.26 E 13.167 80.000 47.818 to 120.0 0.0 13.167 0.0 22 162.26 0.0068 0.0 93.167 0.634 Vel= 3.65 Final Calculations- Hazen-Williams H.H.S. Mechanical Contractors Page 5 Timothy Edwards 3rd Floor Classroom Date 11-17-14 Hyd. Qa Dia* Fitting Pipe Pt Pt Ref. IICII or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 22 0.0 4.26 E 13.167 149.000 48.452 to 120.0 0.0 13.167 0.0 21 162.26 0.0068 0.0 162.167 1.102 Vel= 3.65 21 0.0 4.26 14E 184.339 183.000 49.554 to 120.0 2T 52-668 237.007 0.0 15 162.26 0.0068 0.0 - 420.007 2.855 Vel= 3.65 15 100-00 6.357 A 33.948 3.000 52.409 Oa= 100 to 120.0 0.0 33.948 1.949 12 262.26___0.0024 ------ 0.0 _ 36.948 0.087 Vel= 2.65 12 0.0 6.357 0.0 2333.000 54.445 to 120.0 0.0 0.0 2.166 11 262.26 0.0024 0.0 2333-.000 5.487 Vel= 2.65 11 0.0 8.27 E 28.468 30.000 62.098 to 140.0 T 55,354 90.148 0.0 TEST 262.26 0,0005 G 6.326 120.148 0.059 Vel=--1.57 0.0 262.26 62.157 K Factor= 33.26 70 16.80 1.049 2E 4.0 13.000 9.000 K Factor=5.60 to 120.0 0.0 4.000 0.0 69 16.8 0.0942 0.0 17.000 1.602 Vel= 6.24 _____ 69 18.23 1.049 E 2.0 12.000 10.602 K Factor=5.60 to 120.0 T 5.0 7.000 0.0 64 35.03 -------------- 0.3671 0.0 19.000 6.975 Vel= 13.00 0.0 35.03 ------- 17.577 Factor= 71 22.13 1.049 2E 4.0 12.000 15.624 K Factor=5.60 to 120.0 0.0 4.000 0.0 62 22.13 0.1569 0.0- 0.0 _16.000_---_._2.5_11 Vel= 8.22 22.13 ____K Factor= 5.20