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REVIEWED FIR FIR2021-0131+Calculations+11.18.2021_7.29.22_AM+2526448
rrwrwr..rwrwwrwwwrwwwr ■ WASHINGTON STATE ■ ■ CERTIFICATE OF COMtETENCT ■ FIRE PROTECTION SPRINKLER STSTEMS ■ RECEIVED F I R2021-0131 Adrian Badelita Nov 18 2021 ■ 2683-0213-A Level 1 ' ' CITY OF EDMONDS NewWay Energy & Hometechnic ; ■ DEVELOPMENT SERVICES NE ■ DEPARTMENT ■ ■ EAPIC"16 ■ SINRlUft IV31 r* w r r r w w w r w� w w r w r w r r■ ANOW DESIGN A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name MIREL ROGOJAN - One Head Calculation (H.12) Drawing RESIDENTIAL Location 21705 96TH AVE W EDMONDS WA 98020 Remote Area 1 Contract 211112-06 Data File 211112-06 Mirel Rogojan.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. MIREL ROGOJAN - One Head Calculation (H.12) HYDRAULIC DESIGN INFORMATION SHEET Page 1 Date 11/12/2021 Name - MIREL ROGOJAN Date - 11-12-2021 Location - EDMONDS WA 98020 Building - RESIDENTIAL System No. - 1 Contractor - NEW WAY ENERGY Contract No. - 211112-06 Calculated By - LIBBY BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 116 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 37.51 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 95 Elev. R Residual (Psi) - 20 Other Flow (Gpm) - 500 S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. MIREL ROGOJAN - One Head Calculation (H.12) Page 2 Date 11 /12/2021 City Water Supply: Demand: C1 - Static Pressure 95 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.974 C2 - Residual Flow 500 D2 - System Pressure 37.507 Hose ( Demand ) D3 - System Demand : 16.974 Safety Margin 57.349 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW ( N 1 1.85 ) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. MIREL ROGOJAN - One Head Calculation (H.12) Fitting Legend Abbrev. Name E 90' Standard Elbow 2 2 2 3 G Generic Gate Valve 1 1 1 1 T 90' Flow thru Tee 3 4 5 6 Utb * Aquapex Tee - Branch 2 17 14 9 Utr * Aquapex Tee - Run 1 2 2 4 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Page 3 Date 11 /12/2021 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 MIREL ROGOJAN - One Head Calculation (H.12) Date 11/12/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 95.0 20 500.0 94.856 16.97 37.507 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 116.0 H.2 116.0 H.11 116.0 T.38 116.0 T.35 108.0 T.37 108.0 H.14 108.0 T.40 108.0 T.42 108.0 S.1 104.0 PRV 100.0 MTR 100.0 STIR 100.0 H.13 116.0 T.39 116.0 T.34 116.0 H.9 116.0 T.33 116.0 T.32 108.0 H.1 108.0 H.6 108.0 H.15 108.0 H.22 108.0 H.28 108.0 T.41 108.0 HA 116.0 H.5 116.0 T.36 116.0 H.18 116.0 H.23 116.0 H.29 116.0 H.26 116.0 T.44 116.0 H.17 116.0 H.16 116.0 T.43 116.0 H.21 116.0 H.27 116.0 T.45 116.0 H.7 108.0 H.8 108.0 H.3 108.0 4.9 12.0 13.17 13.64 13.95 17.94 18.03 18.59 18.95 19.14 21.65 30.61 35.09 37.51 12.44 12.49 13.12 13.41 13.7 17.8 17.92 18.0 18.14 18.23 18.3 18.47 13.81 13.94 14.06 14.19 14.32 14.44 14.61 14.73 14.11 14.2 14.28 14.41 14.52 14.78 17.84 17.86 17.91 16.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 MIREL ROGOJAN - One Head Calculation (H.12) Date 11/12/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 108.0 17.93 H.19 116.0 14.73 H.20 116.0 14.74 H.25 116.0 14.75 H.31 116.0 14.76 H.30 116.0 14.77 H.24 116.0 14.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 MIREL ROGOJAN - One Head Calculation (H.12) Date 11/12/2021 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 H.12 116 4.90 8.22 1 Utr 2.0 25.000 150 12.000 to 0.0 2.000 0.0 H.2 116 8.22 0.862 0.0 27.000 0.0433 1.168 Vel = 4.52 H.2 116 0.0 1 Utr 2.0 9.000 150 13.168 to 0.0 2.000 0.0 H.11 116 8.22 0.862 0.0 11.000 0.0433 0.476 Vel = 4.52 H.11 116 0.0 1 Utr 2.0 5.000 150 13.644 to 0.0 2.000 0.0 T.38 116 8.22 0.862 0.0 7.000 0.0433 0.303 Vel = 4.52 T.38 116 -4.15 1 2Utb 34.0 17.000 150 13.947 to 0.0 28.000 3.465 T.35 108 4.07 0.862 0.0 45.000 0.0118 0.530 Vel = 2.24 T.35 108 1.69 1 Utr 2.0 2.000 150 17.942 to 0.0 2.000 0.0 T.37 108 5.76 0.862 0.0 4.000 0.0225 0.090 Vel = 3.17 T.37 108 0.0 1 Utr 2.0 23.000 150 18.032 to 0.0 2.000 0.0 H.14 108 5.76 0.862 0.0 25.000 0.0224 0.559 Vel = 3.17 H.14 108 0.0 1 Utb 17.0 2.000 150 18.591 to 0.0 14.000 0.0 T.40 108 5.76 0.862 0.0 16.000 0.0224 0.358 Vel = 3.17 T.40 108 6.10 1.25 Utr 4.0 2.000 150 18.949 to 0.0 4.000 0.0 T.42 108 11.86 1.054 0.0 6.000 0.0320 0.192 Vel = 4.36 T.42 108 5.11 1.25 T 2.44 10.000 150 19.141 to 0.0 2.440 1.732 S.1 104 16.97 1.054 0.0 12.440 0.0621 0.773 Vel = 6.24 S.1 104 0.0 1.5 2E 3.443 5.000 150 21.646 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 16.97 1.244 0.0 8.443 0.0278 0.235 Vel = 4.48 PRV 100 0.0 1.5 2E 3.443 50.000 150 30.613 to 0.0 3.443 3.000 * * Fixed Loss = 3 MTR 100 16.97 1.244 0.0 53.443 0.0277 1.481 Vel = 4.48 MTR 100 0.0 1 E 2.336 20.000 150 35.094 to T 5.841 9.345 0.0 STIR 100 16.97 0.995 G 1.168 29.345 0.0822 2.413 Vel = 7.00 0.0 STIR 16.97 37.507 K Factor = 2.77 H.12 116 8.75 1 Utr 2.0 7.000 150 12.000 to 0.0 2.000 0.0 H.13 116 8.75 0.862 0.0 9.000 0.0486 0.437 Vel = 4.81 H.13 116 0.0 1 0.0 1.000 150 12.437 to 0.0 0.0 0.0 T.39 116 8.75 0.862 0.0 1.000 0.0490 0.049 Vel = 4.81 T.39 116 0.0 1 Utr 2.0 11.000 150 12.486 to 0.0 2.000 0.0 T.34 116 8.75 0.862 0.0 13.000 0.0485 0.631 Vel = 4.81 T.34 116 0.0 1 Utr 2.0 4.000 150 13.117 to 0.0 2.000 0.0 H.9 116 8.75 0.862 0.0 6.000 0.0485 0.291 Vel = 4.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 MIREL ROGOJAN - One Head Calculation (H.12) Date 11/12/2021 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 H.9 116 0.0 1 Utr 2.0 4.000 150 13.408 to 0.0 2.000 0.0 T.33 116 8.75 0.862 0.0 6.000 0.0487 0.292 Vel = 4.81 T.33 116 -3.89 1 2Utb 34.0 11.000 150 13.700 to 0.0 28.000 3.465 T.32 108 4.86 0.862 0.0 39.000 0.0164 0.639 Vel = 2.67 T.32 108 -1.68 1 Utr 2.0 13.000 150 17.804 to 0.0 2.000 0.0 H.1 108 3.18 0.862 0.0 15.000 0.0074 0.111 Vel = 1.75 H.1 108 0.0 1 Utr 2.0 10.000 150 17.915 to 0.0 2.000 0.0 H.6 108 3.18 0.862 0.0 12.000 0.0075 0.090 Vel = 1.75 H.6 108 0.0 1 Utr 2.0 16.000 150 18.005 to 0.0 2.000 0.0 H.15 108 3.18 0.862 0.0 18.000 0.0074 0.134 Vel = 1.75 H.15 108 0.0 1 Utr 2.0 10.000 150 18.139 to 0.0 2.000 0.0 H.22 108 3.18 0.862 0.0 12.000 0.0074 0.089 Vel = 1.75 H.22 108 0.0 1 0.0 9.000 150 18.228 to 0.0 0.0 0.0 H.28 108 3.18 0.862 0.0 9.000 0.0076 0.068 Vel = 1.75 H.28 108 0.0 1 Utr 2.0 22.000 150 18.296 to 0.0 2.000 0.0 T.41 108 3.18 0.862 0.0 24.000 0.0074 0.178 Vel = 1.75 T.41 108 2.93 1 Utr 2.0 17.000 150 18.474 to 0.0 2.000 0.0 T.40 108 6.11 0.862 0.0 19.000 0.0250 0.475 Vel = 3.36 0.0 T.40 6.11 18.949 K Factor = 1.40 T.33 116 3.89 1 Utr 2.0 8.000 150 13.700 to 0.0 2.000 0.0 HA 116 3.89 0.862 0.0 10.000 0.0108 0.108 Vel = 2.14 HA 116 0.0 1 Utr 2.0 10.000 150 13.808 to 0.0 2.000 0.0 H.5 116 3.89 0.862 0.0 12.000 0.0108 0.130 Vel = 2.14 H.5 116 0.0 1 Utr 2.0 9.000 150 13.938 to 0.0 2.000 0.0 T.36 116 3.89 0.862 0.0 11.000 0.0108 0.119 Vel = 2.14 T.36 116 0.0 1 Utr 2.0 10.000 150 14.057 to 0.0 2.000 0.0 H.18 116 3.89 0.862 0.0 12.000 0.0108 0.129 Vel = 2.14 H.18 116 0.0 1 Utr 2.0 10.000 150 14.186 to 0.0 2.000 0.0 H.23 116 3.89 0.862 0.0 12.000 0.0108 0.130 Vel = 2.14 H.23 116 0.0 1 Utr 2.0 9.000 150 14.316 to 0.0 2.000 0.0 H.29 116 3.89 0.862 0.0 11.000 0.0108 0.119 Vel = 2.14 H.29 116 0.0 1 0.0 16.000 150 14.435 to 0.0 0.0 0.0 H.26 116 3.89 0.862 0.0 16.000 0.0108 0.173 Vel = 2.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 MIREL ROGOJAN - One Head Calculation (H.12) Date 11/12/2021 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 H.26 116 0.0 1 Utr 2.0 9.000 150 14.608 to 0.0 2.000 0.0 T.44 116 3.89 0.862 0.0 11.000 0.0108 0.119 Vel = 2.14 T.44 116 -0.96 1 2Utb 34.0 16.000 150 14.727 to 0.0 28.000 3.465 T.41 108 2.93 0.862 0.0 44.000 0.0064 0.282 Vel = 1.61 T.41 T.38 116 to H.17 116 H.17 116 to H.16 116 H.16 116 to T.43 116 T.43 116 to H.21 116 H.21 116 to H.27 116 0.0 2.93 4.15 1 Utr 2.0 11.000 0.0 2.000 4.15 0.862 0.0 13.000 0.0 1 Utr 2.0 6.000 0.0 2.000 4.15 0.862 0.0 8.000 0.0 1 Utr 2.0 4.000 0.0 2.000 4.15 0.862 0.0 6.000 0.0 1 Utr 2.0 9.000 0.0 2.000 4.15 0.862 0.0 11.000 18.474 K Factor = 0.68 150 13.947 0.0 0.0122 0.159 Vel = 2.28 150 14.106 0.0 0.0122 0.098 Vel = 2.28 150 14.204 0.0 0.0123 0.074 Vel = 2.28 150 14.278 0.0 0.0122 0.134 Vel = 2.28 0.0 1 0.0 9.000 150 14.412 0.0 0.0 0.0 4.15 0.862 0.0 9.000 0.0122 0.110 Vel = 2.28 H.27 116 0.0 1 Utr 2.0 19.000 150 14.522 to 0.0 2.000 0.0 T.45 116 4.15 0.862 0.0 21.000 0.0122 0.257 Vel = 2.28 T.45 116 0.96 1 2Utb 34.0 22.000 150 14.779 to 0.0 28.000 3.465 T.42 108 5.11 0.862 0.0 50.000 0.0179 0.897 Vel = 2.81 T.42 T.32 108 to H.7 108 H.7 108 to H.8 108 H.8 108 to H.3 108 H.3 108 to H.10 108 0.0 5.11 1.69 1 Utr 2.0 12.000 0.0 2.000 1.69 0.862 0.0 14.000 0.0 1 0.0 12.000 0.0 0.0 1.69 0.862 0.0 12.000 0.0 1 Utr 2.0 19.000 0.0 2.000 1.69 0.862 0.0 21.000 0.0 1 Utr 2.0 8.000 0.0 2.000 1.69 0.862 0.0 10.000 19.141 K Factor = 1.17 150 17.804 0.0 0.0023 0.032 Vel = 0.93 150 17.836 0.0 0.0023 0.028 Vel = 0.93 150 17.864 0.0 0.0023 0.048 Vel = 0.93 150 17.912 0.0 0.0023 0.023 Vel = 0.93 H.10 108 0.0 1 Utr 2.0 1.000 150 17.935 to 0.0 2.000 0.0 T.35 108 1.69 0.862 0.0 3.000 0.0023 0.007 Vel = 0.93 0.0 T.35 1.69 17.942 K Factor = 0.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 MIREL ROGOJAN - One Head Calculation (H.12) Date 11/12/2021 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 T.44 116 0.96 1 Utr 2.0 4.000 150 14.727 to 0.0 2.000 0.0 H.19 116 0.96 0.862 0.0 6.000 0.0008 0.005 Vel = 0.53 H.19 116 0.0 1 Utr 2.0 9.000 150 14.732 to 0.0 2.000 0.0 H.20 116 0.96 0.862 0.0 11.000 0.0008 0.009 Vel = 0.53 H.20 116 0.0 1 Utr 2.0 9.000 150 14.741 to 0.0 2.000 0.0 H.25 116 0.96 0.862 0.0 11.000 0.0008 0.009 Vel = 0.53 H.25 116 0.0 1 Utr 2.0 9.000 150 14.750 to 0.0 2.000 0.0 H.31 116 0.96 0.862 0.0 11.000 0.0008 0.009 Vel = 0.53 H.31 116 0.0 1 0.0 9.000 150 14.759 to 0.0 0.0 0.0 H.30 116 0.96 0.862 0.0 9.000 0.0008 0.007 Vel = 0.53 H.30 116 0.0 1 Utr 2.0 9.000 150 14.766 to 0.0 2.000 0.0 H.24 116 0.96 0.862 0.0 11.000 0.0008 0.009 Vel = 0.53 H.24 116 0.0 1 Utr 2.0 3.000 150 14.775 to 0.0 2.000 0.0 T.45 116 0.96 0.862 0.0 5.000 0.0008 0.004 Vel = 0.53 0.0 T.45 0.96 14.779 K Factor = 0.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 an ■ . . . . . . . . . . . . . . S wASNINOTON STATE E CERTIFICATE of COMFETENCY E FIRE PROTECTION SFRINKLEN SYSTEMS E a Adrian Badelfta ■ 2683-0213-A Level 1 ' NewWay Energy & Hometechnic /all ANOW DESIGN A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name MIREL ROGOJAN - Two Head Calculation (H.23 & H.29) Drawing RESIDENTIAL Location 21705 96TH AVE W EDMONDS WA 98020 Remote Area 1 Contract 211112-06 Data File 211112-06 Mirel Rogojan.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 MIREL ROGOJAN - Two Head Calculation (H.23 & H.29) Date 11/12/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - MIREL ROGOJAN Location - EDMONDS WA 98020 Building - RESIDENTIAL Contractor - NEW WAY ENERGY Calculated By - LIBBY BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 11-12-2021 System No. - 1 Contract No. - 211112-06 Drawing No. - Non -Combustible Ceiling Height S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 116 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.037 Psi Required 42.33 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 95 Elev. R Residual (Psi) - 20 Other Flow (Gpm) - 500 S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. MIREL ROGOJAN - Two Head Calculation (H.23 & H.29) Page 2 Date 11 /12/2021 City Water Supply: Demand: C1 - Static Pressure 95 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.037 C2 - Residual Flow 500 D2 - System Pressure 42.329 Hose ( Demand ) D3 - System Demand : 26.037 Safety Margin 52.354 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 D2 40 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW ( N 1 1.85 ) C2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A-PEX Design Services Inc. MIREL ROGOJAN - Two Head Calculation (H.23 & H.29) Fitting Legend Abbrev. Name E 90' Standard Elbow 2 2 2 3 G Generic Gate Valve 1 1 1 1 T 90' Flow thru Tee 3 4 5 6 Utb * Aquapex Tee - Branch 2 17 14 9 Utr * Aquapex Tee - Run 1 2 2 4 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Page 3 Date 11 /12/2021 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 MIREL ROGOJAN - Two Head Calculation (H.23 & H.29) Date 11/12/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 95.0 20 500.0 94.683 26.04 42.329 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.23 116.0 4.9 7.04 13.0 H.18 116.0 7.92 T.36 116.0 8.8 H.5 116.0 9.6 HA 116.0 10.48 T.33 116.0 11.21 T.32 108.0 15.69 H.7 108.0 15.82 H.8 108.0 15.93 H.3 108.0 16.12 H.10 108.0 16.22 T.35 108.0 16.24 T.37 108.0 16.37 H.14 108.0 17.14 T.40 108.0 17.63 T.42 108.0 18.05 S.1 104.0 21.49 PRV 100.0 30.74 MTR 100.0 37.0 STIR 100.0 42.33 H.29 116.0 4.9 7.08 13.04 H.26 116.0 9.21 T.44 116.0 10.68 T.41 108.0 16.18 H.19 116.0 10.86 H.20 116.0 11.17 H.25 116.0 11.49 H.31 116.0 11.81 H.30 116.0 12.07 H.24 116.0 12.39 T.45 116.0 12.53 H.9 116.0 11.3 T.34 116.0 11.39 T.39 116.0 11.59 H.13 116.0 11.6 H.12 116.0 11.74 H.2 116.0 12.15 H.11 116.0 12.32 T.38 116.0 12.42 H.1 108.0 15.77 H.6 108.0 15.84 H.15 108.0 15.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 MIREL ROGOJAN - Two Head Calculation (H.23 & H.29) Date 11/12/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.22 108.0 16.0 H.28 108.0 16.05 H.17 116.0 12.44 H.16 116.0 12.46 T.43 116.0 12.46 H.21 116.0 12.48 H.27 116.0 12.5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 MIREL ROGOJAN - Two Head Calculation (H.23 & H.29) Date 11/12/2021 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 H.23 116 4.90 10.92 1 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.18 116 10.92 0.862 0.0 12.000 0.0731 0.877 Vel = 6.00 H.18 116 0.0 1 Utr 2.0 10.000 150 7.917 to 0.0 2.000 0.0 T.36 116 10.92 0.862 0.0 12.000 0.0732 0.878 Vel = 6.00 T.36 116 0.0 1 Utr 2.0 9.000 150 8.795 to 0.0 2.000 0.0 H.5 116 10.92 0.862 0.0 11.000 0.0731 0.804 Vel = 6.00 H.5 116 0.0 1 Utr 2.0 10.000 150 9.599 to 0.0 2.000 0.0 HA 116 10.92 0.862 0.0 12.000 0.0731 0.877 Vel = 6.00 HA 116 0.0 1 Utr 2.0 8.000 150 10.476 to 0.0 2.000 0.0 T.33 116 10.92 0.862 0.0 10.000 0.0731 0.731 Vel = 6.00 T.33 116 -4.67 1 2Utb 34.0 11.000 150 11.207 to 0.0 28.000 3.465 T.32 108 6.25 0.862 0.0 39.000 0.0261 1.016 Vel = 3.44 T.32 108 -2.68 1 Utr 2.0 12.000 150 15.688 to 0.0 2.000 0.0 H.7 108 3.57 0.862 0.0 14.000 0.0092 0.129 Vel = 1.96 H.7 108 0.0 1 0.0 12.000 150 15.817 to 0.0 0.0 0.0 H.8 108 3.57 0.862 0.0 12.000 0.0092 0.111 Vel = 1.96 H.8 108 0.0 1 Utr 2.0 19.000 150 15.928 to 0.0 2.000 0.0 H.3 108 3.57 0.862 0.0 21.000 0.0092 0.194 Vel = 1.96 H.3 108 0.0 1 Utr 2.0 8.000 150 16.122 to 0.0 2.000 0.0 H.10 108 3.57 0.862 0.0 10.000 0.0093 0.093 Vel = 1.96 H.10 108 0.0 1 Utr 2.0 1.000 150 16.215 to 0.0 2.000 0.0 T.35 108 3.57 0.862 0.0 3.000 0.0090 0.027 Vel = 1.96 T.35 108 3.28 1 Utr 2.0 2.000 150 16.242 to 0.0 2.000 0.0 T.37 108 6.85 0.862 0.0 4.000 0.0310 0.124 Vel = 3.77 T.37 108 0.0 1 Utr 2.0 23.000 150 16.366 to 0.0 2.000 0.0 H.14 108 6.85 0.862 0.0 25.000 0.0309 0.772 Vel = 3.77 H.14 108 0.0 1 Utb 17.0 2.000 150 17.138 to 0.0 14.000 0.0 T.40 108 6.85 0.862 0.0 16.000 0.0309 0.494 Vel = 3.77 T.40 108 11.19 1.25 Utr 4.0 2.000 150 17.632 to 0.0 4.000 0.0 T.42 108 18.04 1.054 0.0 6.000 0.0695 0.417 Vel = 6.63 T.42 108 8.00 1.25 T 2.44 10.000 150 18.049 to 0.0 2.440 1.732 S.1 104 26.04 1.054 0.0 12.440 0.1371 1.706 Vel = 9.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 MIREL ROGOJAN - Two Head Calculation (H.23 & H.29) Date 11/12/2021 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 S.1 104 0.0 1.5 2E 3.443 5.000 150 21.487 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 26.04 1.244 0.0 8.443 0.0612 0.517 Vel = 6.87 PRV 100 0.0 1.5 2E 3.443 50.000 150 30.736 to 0.0 3.443 3.000 * * Fixed Loss = 3 MTR 100 26.04 1.244 0.0 53.443 0.0611 3.268 Vel = 6.87 MTR 100 0.0 1 E 2.336 20.000 150 37.004 to T 5.841 9.345 0.0 STIR 100 26.04 0.995 G 1.168 29.345 0.1815 5.325 Vel = 10.74 0.0 STIR 26.04 42.329 K Factor = 4.00 H.23 116 2.08 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.29 116 2.08 0.862 0.0 11.000 0.0035 0.038 Vel = 1.14 H.29 116 4.90 13.04 1 0.0 16.000 150 7.078 to 0.0 0.0 0.0 H.26 116 15.12 0.862 0.0 16.000 0.1335 2.136 Vel = 8.31 H.26 116 0.0 1 Utr 2.0 9.000 150 9.214 to 0.0 2.000 0.0 T.44 116 15.12 0.862 0.0 11.000 0.1335 1.469 Vel = 8.31 T.44 116 -6.61 1 2Utb 34.0 16.000 150 10.683 to 0.0 28.000 3.465 T.41 108 8.51 0.862 0.0 44.000 0.0461 2.029 Vel = 4.68 T.41 108 2.68 1 Utr 2.0 17.000 150 16.177 to 0.0 2.000 0.0 T.40 108 11.19 0.862 0.0 19.000 0.0766 1.455 Vel = 6.15 0.0 T.40 11.19 17.632 K Factor = 2.66 T.44 116 6.61 1 Utr 2.0 4.000 150 10.683 to 0.0 2.000 0.0 H.19 116 6.61 0.862 0.0 6.000 0.0288 0.173 Vel = 3.63 H.19 116 0.0 1 Utr 2.0 9.000 150 10.856 to 0.0 2.000 0.0 H.20 116 6.61 0.862 0.0 11.000 0.0289 0.318 Vel = 3.63 H.20 116 0.0 1 Utr 2.0 9.000 150 11.174 to 0.0 2.000 0.0 H.25 116 6.61 0.862 0.0 11.000 0.0288 0.317 Vel = 3.63 H.25 116 0.0 1 Utr 2.0 9.000 150 11.491 to 0.0 2.000 0.0 H.31 116 6.61 0.862 0.0 11.000 0.0289 0.318 Vel = 3.63 H.31 116 0.0 1 0.0 9.000 150 11.809 to 0.0 0.0 0.0 H.30 116 6.61 0.862 0.0 9.000 0.0289 0.260 Vel = 3.63 H.30 116 0.0 1 Utr 2.0 9.000 150 12.069 to 0.0 2.000 0.0 H.24 116 6.61 0.862 0.0 11.000 0.0289 0.318 Vel = 3.63 H.24 116 0.0 1 Utr 2.0 3.000 150 12.387 to 0.0 2.000 0.0 T.45 116 6.61 0.862 0.0 5.000 0.0288 0.144 Vel = 3.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. MIREL ROGOJAN - Two Head Calculation (H.23 & H.29) Page 8 Date 11/12/2021 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 T.45 116 to T.42 108 1.38 1 2Utb 34.0 22.000 0.0 28.000 7.99 0.862 0.0 50.000 150 12.531 3.465 0.0411 2.053 Vel = 4.39 0.0 T.42 7.99 18.049 K Factor = 1.88 T.33 116 to H.9 116 H.9 116 to T.34 116 T.34 116 to T.39 116 T.39 116 to H.13 116 H.13 116 to H.12 116 4.67 1 Utr 2.0 4.000 0.0 2.000 4.67 0.862 0.0 6.000 0.0 1 Utr 2.0 4.000 0.0 2.000 4.67 0.862 0.0 6.000 0.0 1 Utr 2.0 11.000 0.0 2.000 4.67 0.862 0.0 13.000 0.0 1 0.0 1.000 0.0 0.0 4.67 0.862 0.0 1.000 0.0 1 Utr 2.0 7.000 0.0 2.000 4.67 0.862 0.0 9.000 150 11.207 0.0 0.0152 0.091 Vel = 2.57 150 11.298 0.0 0.0152 0.091 Vel = 2.57 150 11.389 0.0 0.0152 0.198 Vel = 2.57 150 11.587 0.0 0.0150 0.015 Vel = 2.57 150 11.602 0.0 0.0152 0.137 Vel = 2.57 H.12 116 0.0 1 Utr 2.0 25.000 150 11.739 to 0.0 2.000 0.0 H.2 116 4.67 0.862 0.0 27.000 0.0151 0.409 Vel = 2.57 H.2 116 0.0 1 Utr 2.0 9.000 150 12.148 to 0.0 2.000 0.0 H.11 116 4.67 0.862 0.0 11.000 0.0153 0.168 Vel = 2.57 H.11 116 0.0 1 Utr 2.0 5.000 150 12.316 to 0.0 2.000 0.0 T.38 116 4.67 0.862 0.0 7.000 0.0151 0.106 Vel = 2.57 T.38 116 -1.39 1 2Utb 34.0 17.000 150 12.422 to 0.0 28.000 3.465 T.35 108 3.28 0.862 0.0 45.000 0.0079 0.355 Vel = 1.80 0.0 T.35 3.28 16.242 K Factor = 0.81 T.32 108 2.68 1 Utr 2.0 13.000 150 15.688 to 0.0 2.000 0.0 H.1 108 2.68 0.862 0.0 15.000 0.0055 0.082 Vel = 1.47 H.1 108 0.0 1 Utr 2.0 10.000 150 15.770 to 0.0 2.000 0.0 H.6 108 2.68 0.862 0.0 12.000 0.0054 0.065 Vel = 1.47 H.6 108 0.0 1 Utr 2.0 16.000 150 15.835 to 0.0 2.000 0.0 H.15 108 2.68 0.862 0.0 18.000 0.0054 0.098 Vel = 1.47 H.15 108 0.0 1 Utr 2.0 10.000 150 15.933 to 0.0 2.000 0.0 H.22 108 2.68 0.862 0.0 12.000 0.0054 0.065 Vel = 1.47 H.22 108 0.0 1 0.0 9.000 150 15.998 to 0.0 0.0 0.0 H.28 108 2.68 0.862 0.0 9.000 0.0054 0.049 Vel = 1.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. MIREL ROGOJAN - Two Head Calculation (H.23 & H.29) Page 9 Date 11/12/2021 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 H.28 108 0.0 1 Utr 2.0 22.000 150 16.047 to 0.0 2.000 0.0 T.41 108 2.68 0.862 0.0 24.000 0.0054 0.130 Vel = 1.47 0.0 T.41 2.68 16.177 K Factor = 0.67 T.38 116 1.39 1 Utr 2.0 11.000 150 12.422 to 0.0 2.000 0.0 H.17 116 1.39 0.862 0.0 13.000 0.0016 0.021 Vel = 0.76 H.17 116 to H.16 116 H.16 116 to T.43 116 T.43 116 to H.21 116 H.21 116 to H.27 116 H.27 116 to T.45 116 T.45 0.0 1 Utr 2.0 6.000 150 12.443 0.0 2.000 0.0 1.39 0.862 0.0 8.000 0.0016 0.013 Vel = 0.76 0.0 1 Utr 2.0 4.000 150 12.456 0.0 2.000 0.0 1.39 0.862 0.0 6.000 0.0015 0.009 Vel = 0.76 0.0 1 Utr 2.0 9.000 150 12.465 0.0 2.000 0.0 1.39 0.862 0.0 11.000 0.0016 0.018 Vel = 0.76 0.0 1 0.0 9.000 150 12.483 0.0 0.0 0.0 1.39 0.862 0.0 9.000 0.0016 0.014 Vel = 0.76 0.0 1 Utr 2.0 19.000 150 12.497 0.0 2.000 0.0 1.39 0.862 0.0 21.000 0.0016 0.034 Vel = 0.76 0.0 1.39 12.531 K Factor = 0.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087