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17C-229 FLORENCE_CALC hydraulic calcs
REDHAWK FIRE AND SECURITY 92 SOUTH STREET HOPKINTON, MA. 01748 (508) 478-8080 Job Name : 28 NORTH MAPLE ST Drawing : Location : 28 NORTH MAPLE ST, FLORENCE, MA Remote Area : 1 Contract : Data File : CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 REDHAWK FIRE AND SECURITY Page 1 28 NORTH MAPLE ST Date HYDRAULIC CALCULATIONS for Project name:28 NORTH MAPLE ST Location:28 NORTH MAPLE ST, FLORENCE, MA Drawing no: Date:10-16-14 Design Remote area number:1 Remote area location:VESTEBULE & GALLERY Occupancy classification:LIGHT HAZARD Density:.1 - Gpm/SqFt Area of application:ENTIRE AREA - SqFt Coverage per sprinkler:14080 - SqFt Type of sprinklers calculated:RELIABLE F3QR DRY PENDENT No. of sprinklers calculated:12 In-rack demand: - GPM Hose streams:250 - GPM Total water required (including hose streams):439.764 - GPM @ 27.7687 - Psi Type of system:DRY Volume of dry or preaction system: - Gal Water supply information Date:10-16-2014 Location:28 NORTH MAPLE ST Source:NORTHAMPTON WATER DEPARTMENT Name of contractor:REDHAWK FIRE AND SECURITY Address:92 SOUTH STREET / / HOPKINTON, MA. 01748 Phone number:(508) 478-8080 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 REDHAWK FIRE AND SECURITYPage 2 28 NORTH MAPLE STDate 10203040E50R60U70S80S90E100R110P120130140150100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 59 C2 - Residual Pressure: 58 C2 - Residual Flow : 920 D1 - Elevation : 5.775 D2 - System Flow : 189.764 D2 - System Pressure : 27.769 Hose ( Demand ) : 250 D3 - System Demand : 439.764 Safety Margin : 30.976 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 REDHAWK FIRE AND SECURITYPage 3 28 NORTH MAPLE STDate Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 6071 81 91 101 121 Unit 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. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 REDHAWK FIRE AND SECURITY Page 4 28 NORTH MAPLE ST Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure U04 59.0 58 920.0 58.745 439.76 27.769 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes S01 13.333 5.6 7.0 14.82 S02 13.333 5.6 7.7 15.54 S03 13.333 5.6 7.05 14.87 S04 13.333 5.6 7.76 15.6 S05 13.333 5.6 7.25 15.08 S06 13.333 5.6 7.97 15.81 S07 13.583 5.6 7.32 15.15 S08 13.583 5.6 8.02 15.86 S09 13.583 5.6 8.02 15.86 S10 13.583 5.6 8.78 16.6 S11 13.583 5.6 9.11 16.9 S12 13.583 5.6 9.97 17.68 T01 14.0 7.13 T02 14.0 7.87 A01 14.0 8.59 T03 14.0 7.19 T04 14.0 7.93 A02 14.0 8.66 T05 13.958 7.42 T06 13.958 8.18 A03 13.958 8.92 T07 13.917 7.95 T08 13.917 8.72 A04 13.917 9.47 T09 13.875 8.74 T10 13.875 9.58 A05 13.875 10.39 T11 13.833 9.96 T12 13.833 10.89 A06 13.833 11.81 A07 13.833 16.91 A08 25.5 16.01 A09 25.5 16.29 RT1 8.208 23.88 RB1 4.083 25.67 RB2 2.542 26.42 U01 1.667 26.8 U02 0.0 27.62 U03 0.0 27.75 U04 0.0 27.77 250.0 U05 3.0 26.47 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 REDHAWK FIRE AND SECURITY Page 5 28 NORTH MAPLE ST Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf *HEADS S01 13.333 5.60 14.82 1 T 5.0 0.667 120 7.000 to 0.0 5.000 -0.289 T01 14 14.82 1.049 0.0 5.667 0.0746 0.423 Vel = 5.50 0.0 T01 14.82 7.134 K Factor = 5.55 S02 13.333 5.60 15.54 1 T 5.0 0.667 120 7.696 to 0.0 5.000 -0.289 T02 14 15.54 1.049 0.0 5.667 0.0815 0.462 Vel = 5.77 0.0 T02 15.54 7.869 K Factor = 5.54 S03 13.333 5.60 14.87 1 T 5.0 0.667 120 7.055 to 0.0 5.000 -0.289 T03 14 14.87 1.049 0.0 5.667 0.0752 0.426 Vel = 5.52 0.0 T03 14.87 7.192 K Factor = 5.54 S04 13.333 5.60 15.60 1 T 5.0 0.667 120 7.756 to 0.0 5.000 -0.289 T04 14 15.6 1.049 0.0 5.667 0.0821 0.465 Vel = 5.79 0.0 T04 15.60 7.932 K Factor = 5.54 S05 13.333 5.60 15.08 1 T 5.0 0.667 120 7.253 to 0.0 5.000 -0.271 T05 13.958 15.08 1.049 0.0 5.667 0.0773 0.438 Vel = 5.60 0.0 T05 15.08 7.420 K Factor = 5.54 S06 13.333 5.60 15.81 1 T 5.0 0.667 120 7.972 to 0.0 5.000 -0.271 T06 13.958 15.81 1.049 0.0 5.667 0.0843 0.478 Vel = 5.87 0.0 T06 15.81 8.179 K Factor = 5.53 S07 13.583 5.60 15.15 1 2E 4.0 1.000 120 7.321 to T 5.0 9.000 -0.145 T07 13.917 15.15 1.049 0.0 10.000 0.0778 0.778 Vel = 5.62 0.0 T07 15.15 7.954 K Factor = 5.37 S08 13.583 5.60 15.86 1 2E 4.0 1.000 120 8.018 to T 5.0 9.000 -0.145 T08 13.917 15.86 1.049 0.0 10.000 0.0847 0.847 Vel = 5.89 0.0 T08 15.86 8.720 K Factor = 5.37 S09 13.583 5.60 15.86 1 2E 4.0 1.000 120 8.024 to T 5.0 9.000 -0.126 T09 13.875 15.86 1.049 0.0 10.000 0.0847 0.847 Vel = 5.89 0.0 T09 15.86 8.745 K Factor = 5.36 S10 13.583 5.60 16.60 1 2E 4.0 1.000 120 8.783 to T 5.0 9.000 -0.126 T10 13.875 16.6 1.049 0.0 10.000 0.0921 0.921 Vel = 6.16 EOD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 REDHAWK FIRE AND SECURITY Page 6 28 NORTH MAPLE ST Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 T10 16.60 9.578 K Factor = 5.36 S11 13.583 5.60 16.90 1 2E 4.0 1.000 120 9.111 to T 5.0 9.000 -0.108 T11 13.833 16.9 1.049 0.0 10.000 0.0953 0.953 Vel = 6.27 0.0 T11 16.90 9.956 K Factor = 5.36 S12 13.583 5.60 17.68 1 2E 4.0 1.000 120 9.966 to T 5.0 9.000 -0.108 T12 13.833 17.68 1.049 0.0 10.000 0.1036 1.036 Vel = 6.56 0.0 T12 17.68 10.894 K Factor = 5.36 *LINES T01 14 14.82 1 0.0 9.833 120 7.134 to 0.0 0.0 0.0 T02 14 14.82 1.049 0.0 9.833 0.0747 0.735 Vel = 5.50 T02 14 15.53 1.25 T 6.0 3.708 120 7.869 to 0.0 6.000 0.0 A01 14 30.35 1.38 0.0 9.708 0.0741 0.719 Vel = 6.51 A01 14 0.0 2 0.0 8.125 120 8.588 to 0.0 0.0 0.0 A02 14 30.35 2.157 0.0 8.125 0.0084 0.068 Vel = 2.66 0.0 A02 30.35 8.656 K Factor = 10.32 T03 14 14.87 1 0.0 9.833 120 7.192 to 0.0 0.0 0.0 T04 14 14.87 1.049 0.0 9.833 0.0753 0.740 Vel = 5.52 T04 14 15.60 1.25 T 6.0 3.708 120 7.932 to 0.0 6.000 0.0 A02 14 30.47 1.38 0.0 9.708 0.0746 0.724 Vel = 6.54 A02 14 30.35 2 0.0 8.125 120 8.656 to 0.0 0.0 0.018 A03 13.958 60.82 2.157 0.0 8.125 0.0305 0.248 Vel = 5.34 0.0 A03 60.82 8.922 K Factor = 20.36 T05 13.958 15.08 1 0.0 9.833 120 7.420 to 0.0 0.0 0.0 T06 13.958 15.08 1.049 0.0 9.833 0.0772 0.759 Vel = 5.60 T06 13.958 15.81 1.25 T 6.0 3.708 120 8.179 to 0.0 6.000 0.0 A03 13.958 30.89 1.38 0.0 9.708 0.0765 0.743 Vel = 6.63 A03 13.958 60.82 2 0.0 8.125 120 8.922 to 0.0 0.0 0.018 A04 13.917 91.71 2.157 0.0 8.125 0.0650 0.528 Vel = 8.05 0.0 A04 91.71 9.468 K Factor = 29.80 T07 13.917 15.15 1 0.0 9.833 120 7.954 to 0.0 0.0 0.0 T08 13.917 15.15 1.049 0.0 9.833 0.0779 0.766 Vel = 5.62 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 REDHAWK FIRE AND SECURITY Page 7 28 NORTH MAPLE ST Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf T08 13.917 15.86 1.25 T 6.0 3.708 120 8.720 to 0.0 6.000 0.0 A04 13.917 31.01 1.38 0.0 9.708 0.0770 0.748 Vel = 6.65 A04 13.917 91.71 2 0.0 8.125 120 9.468 to 0.0 0.0 0.018 A05 13.875 122.72 2.157 0.0 8.125 0.1115 0.906 Vel = 10.77 0.0 A05 122.72 10.392 K Factor = 38.07 T09 13.875 15.86 1 0.0 9.833 120 8.745 to 0.0 0.0 0.0 T10 13.875 15.86 1.049 0.0 9.833 0.0847 0.833 Vel = 5.89 T10 13.875 16.60 1.25 T 6.0 3.708 120 9.578 to 0.0 6.000 0.0 A05 13.875 32.46 1.38 0.0 9.708 0.0838 0.814 Vel = 6.96 A05 13.875 122.72 2 0.0 8.125 120 10.392 to 0.0 0.0 0.018 A06 13.833 155.18 2.157 0.0 8.125 0.1722 1.399 Vel = 13.62 0.0 A06 155.18 11.809 K Factor = 45.16 T11 13.833 16.90 1 0.0 9.833 120 9.956 to 0.0 0.0 0.0 T12 13.833 16.9 1.049 0.0 9.833 0.0954 0.938 Vel = 6.27 T12 13.833 17.68 1.25 T 6.0 3.708 120 10.894 to 0.0 6.000 0.0 A06 13.833 34.58 1.38 0.0 9.708 0.0943 0.915 Vel = 7.42 A06 13.833 155.18 2 T 12.307 8.125 120 11.809 to 0.0 12.307 0.0 A07 13.833 189.76 2.157 0.0 20.432 0.2498 5.103 Vel = 16.66 A07 13.833 0.0 3 2E 18.815 65.000 120 16.912 to 2T 40.319 59.134 -5.053 A08 25.500 189.76 3.26 0.0 124.134 0.0334 4.148 Vel = 7.29 A08 25.500 0.0 6 2E 28.0 113.250 120 16.007 to T 30.0 58.000 0.0 A09 25.500 189.76 6.065 0.0 171.250 0.0016 0.278 Vel = 2.11 A09 25.500 0.0 6 T 30.0 19.333 120 16.285 to E 14.0 44.000 7.489 RT1 8.208 189.76 6.065 0.0 63.333 0.0016 0.104 Vel = 2.11 0.0 RT1 189.76 23.878 K Factor = 38.83 *RISER RT1 8.208 189.76 6 0.0 4.125 120 23.878 to 0.0 0.0 1.787 RB1 4.083 189.76 6.065 0.0 4.125 0.0015 0.006 Vel = 2.11 RB1 4.083 0.0 6 Eql 47.0 1.542 120 25.671 to 0.0 47.000 0.667 RB2 2.542 189.76 6.065 0.0 48.542 0.0016 0.079 Vel = 2.11 RB2 2.542 0.0 6 G 3.0 0.875 120 26.417 to 0.0 3.000 0.379 U01 1.667 189.76 6.065 0.0 3.875 0.0015 0.006 Vel = 2.11 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 REDHAWK FIRE AND SECURITY Page 8 28 NORTH MAPLE ST Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf U01 1.667 0.0 6 L 9.0 50.000 120 26.802 to 0.0 9.000 0.722 U02 0 189.76 6.065 0.0 59.000 0.0016 0.096 Vel = 2.11 U02 0 0.0 8 2L 26.0 250.000 120 27.620 to G 4.0 65.000 0.0 U03 0 189.76 7.981 T 35.0 315.000 0.0004 0.135 Vel = 1.22 U03 0 0.0 10 0.0 100.000 120 27.755 to 0.0 0.0 0.0 U04 0 189.76 10.02 0.0 100.000 0.0001 0.014 Vel = 0.77 U04 0 H250 -189.76 10 0.0 250.000 120 27.769 to 0.0 0.0 -1.299 U05 3 0.0 10.02 0.0 250.000 0 -0.001 Vel = 0 0.0 U05 0.0 26.469 K Factor = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087