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REV 1 REVIEWED REV1 FIR2021-0143+Calculations+6.2.2022_12.22.53_PM+2907361REVISION Jun 02 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 191MIyAQII«] REVIEWE ■ WIASHINGTON STATE ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS Thpl as Gill an 76784)409-A Level s O ■ Advenoed Plumbing 11,LL91 O ADVANP18M' ■ D � . ■ ■ BY `- .. CITY OF EDMONDS fi DESIGN SERA Advanced Plumbing & Heating sales.advancedplumbing@gmail.com 1822 Bickford Ave Suite #D Snohomish, WA 98290 206-734-9121 Job Name SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.24) Drawing RESIDENTIAL Location EDMONDS WA Remote Area 1 Contract 211117-06 Data File 211117-06 Select Homes Edmonds Plan 2903 GR - REV 1.wx1 ExPk� ■ DEC �1,2Y � Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Advanced Plumbing & Heating Page 1 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.24) Date 5/24/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES EDMONDS PLAN 2903 GR Location - EDMONDS WA Date - 05-24-2022 Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 211117-06 Calculated By - THOMAS GILL 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 - 12.03Psi (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 RELIABLE Model LL-RFC49 I Elevation at Highest Outlet - 116 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 35.2 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) - 55 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 Advanced Plumbing & Heating SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.24) Page 2 Date 5/24/2022 City Water Supply: Demand: C1 - Static Pressure 55 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 35.196 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 19.737 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 ei 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 Advanced Plumbing & Heating SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.24) Fitting Legend Abbrev. Name Page 3 Date 5/24/2022 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb * Aquapex Tee - Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr * Aquapex Tee - Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Advanced Plumbing & Heating Page 4 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.24) Date 5/24/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 55.0 20 500.0 54.933 17.0 35.196 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H.24 116.0 4.9 12.03 H.19 116.0 12.69 H.20 116.0 13.35 T.42 116.0 14.37 T.40 108.0 18.64 H.21 108.0 19.46 T.37 108.0 20.57 SA 104.0 22.95 MTR 100.0 32.78 STR 100.0 35.2 T.38 116.0 12.28 H.18 116.0 12.53 H.10 116.0 13.06 H.1 116.0 13.85 T.33 116.0 14.22 T.34 108.0 18.54 H.5 108.0 18.82 H.6 108.0 19.31 H.7 108.0 19.48 HA 1 108.0 19.9 H.12 116.0 14.24 T.35 116.0 14.3 H.13 116.0 14.3 H.2 116.0 14.36 H.8 116.0 14.43 H.9 116.0 14.49 H.23 116.0 14.58 T.44 116.0 14.61 T.36 108.0 18.35 H.14 108.0 18.36 H.15 108.0 18.39 H.3 108.0 18.43 HA 108.0 18.46 H.16 108.0 18.49 H.17 108.0 18.52 H.25 116.0 14.4 H.26 116.0 14.52 T.43 116.0 14.55 T.41 116.0 14.61 T.39 108.0 18.4 H.22 116.0 14.61 H.31 116.0 14.61 17.0 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Advanced Plumbing & Heating Page 5 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.24) Date 5/24/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.30 116.0 14.61 H.27 108.0 18.36 H.32 108.0 18.37 T.46 108.0 18.38 T.45 108.0 18.39 H.28 108.0 18.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 Advanced Plumbing & Heating Page 6 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.24) Date 5/24/2022 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.24 116 4.90 8.98 1 Utr 2.0 11.000 150 12.030 to 0.0 2.000 0.0 H.19 116 8.98 0.862 0.0 13.000 0.0509 0.662 Vel = 4.94 H.19 116 0.0 1 Utr 2.0 11.000 150 12.692 to 0.0 2.000 0.0 H.20 116 8.98 0.862 0.0 13.000 0.0508 0.661 Vel = 4.94 H.20 116 0.0 1 Utr 2.0 18.000 150 13.353 to 0.0 2.000 0.0 T.42 116 8.98 0.862 0.0 20.000 0.0509 1.018 Vel = 4.94 T.42 116 -3.46 1 2Utb 34.0 11.000 150 14.371 to 0.0 28.000 3.465 T.40 108 5.52 0.862 0.0 39.000 0.0207 0.806 Vel = 3.03 T.40 108 4.14 1 Utr 2.0 12.000 150 18.642 to 0.0 2.000 0.0 H.21 108 9.66 0.862 0.0 14.000 0.0584 0.817 Vel = 5.31 H.21 108 0.0 1 Utb 17.0 3.000 150 19.459 to Utr 2.0 16.000 0.0 T.37 108 9.66 0.862 0.0 19.000 0.0583 1.108 Vel = 5.31 T.37 108 7.34 1.25 T 2.44 8.000 150 20.567 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 10.440 0.0623 0.650 Vel = 6.25 S.1 104 0.0 1.5 2E 3.443 180.000 150 22.949 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.244 0.0 183.443 0.0278 5.096 Vel = 4.49 MTR 100 0.0 1 E 2.336 20.000 150 32.777 to T 5.841 9.345 0.0 STIR 100 17.0 0.995 G 1.168 29.345 0.0824 2.419 Vel = 7.01 0.0 STIR 17.00 35.196 K Factor = 2.87 H.24 116 8.02 1 0.0 6.000 150 12.030 to 0.0 0.0 0.0 T.38 116 8.02 0.862 0.0 6.000 0.0413 0.248 Vel = 4.41 T.38 116 0.0 1 Utr 2.0 4.000 150 12.278 to 0.0 2.000 0.0 H.18 116 8.02 0.862 0.0 6.000 0.0413 0.248 Vel = 4.41 H.18 116 0.0 1 Utr 2.0 11.000 150 12.526 to 0.0 2.000 0.0 H.10 116 8.02 0.862 0.0 13.000 0.0413 0.537 Vel = 4.41 H.10 116 0.0 1 Utr 2.0 17.000 150 13.063 to 0.0 2.000 0.0 H.1 116 8.02 0.862 0.0 19.000 0.0413 0.785 Vel = 4.41 H.1 116 0.0 1 Utr 2.0 7.000 150 13.848 to 0.0 2.000 0.0 T.33 116 8.02 0.862 0.0 9.000 0.0413 0.372 Vel = 4.41 T.33 116 -2.56 1 2Utb 34.0 14.000 150 14.220 to 0.0 28.000 3.465 T.34 108 5.46 0.862 0.0 42.000 0.0202 0.850 Vel = 3.00 T.34 108 1.87 1 Utr 2.0 6.000 150 18.535 to 0.0 2.000 0.0 H.5 108 7.33 0.862 0.0 8.000 0.0351 0.281 Vel = 4.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 7 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.24) Date 5/24/2022 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.5 108 0.0 1 Utr 2.0 12.000 150 18.816 to 0.0 2.000 0.0 H.6 108 7.33 0.862 0.0 14.000 0.0350 0.490 Vel = 4.03 H.6 108 0.0 1 Utr 2.0 3.000 150 19.306 to 0.0 2.000 0.0 H.7 108 7.33 0.862 0.0 5.000 0.0350 0.175 Vel = 4.03 H.7 108 0.0 1 Utr 2.0 10.000 150 19.481 to 0.0 2.000 0.0 HA 1 108 7.33 0.862 0.0 12.000 0.0350 0.420 Vel = 4.03 HA 1 108 0.0 1 Utb 17.0 5.000 150 19.901 to 0.0 14.000 0.0 T.37 108 7.33 0.862 0.0 19.000 0.0351 0.666 Vel = 4.03 T.37 T.33 116 to H.12 116 H.12 116 to T.35 116 T.35 116 to HA 116 H.13 116 to H.2 116 0.0 7.33 2.56 1 Utr 2.0 2.000 0.0 2.000 2.56 0.862 0.0 4.000 0.0 1 Utr 2.0 10.000 0.0 2.000 2.56 0.862 0.0 12.000 0.0 1 0.0 1.000 0.0 0.0 2.56 0.862 0.0 1.000 0.0 1 Utr 2.0 9.000 0.0 2.000 2.56 0.862 0.0 11.000 20.567 K Factor = 1.62 150 14.220 0.0 0.0050 0.020 Vel = 1.41 150 14.240 0.0 0.0050 0.060 Vel = 1.41 150 14.300 0.0 0.0050 0.005 Vel = 1.41 150 14.305 0.0 0.0050 0.055 Vel = 1.41 H.2 116 0.0 1 Utr 2.0 12.000 150 14.360 to 0.0 2.000 0.0 H.8 116 2.56 0.862 0.0 14.000 0.0051 0.071 Vel = 1.41 H.8 116 0.0 1 Utr 2.0 10.000 150 14.431 to 0.0 2.000 0.0 H.9 116 2.56 0.862 0.0 12.000 0.0050 0.060 Vel = 1.41 H.9 116 0.0 1 Utr 2.0 16.000 150 14.491 to 0.0 2.000 0.0 H.23 116 2.56 0.862 0.0 18.000 0.0050 0.090 Vel = 1.41 H.23 116 0.0 1 Utr 2.0 3.000 150 14.581 to 0.0 2.000 0.0 T.44 116 2.56 0.862 0.0 5.000 0.0050 0.025 Vel = 1.41 T.44 116 0.07 1 2Utb 34.0 25.000 150 14.606 to 0.0 28.000 3.465 T.36 108 2.63 0.862 0.0 53.000 0.0052 0.278 Vel = 1.45 T.36 108 -0.75 1 Utr 2.0 2.000 150 18.349 to 0.0 2.000 0.0 H.14 108 1.88 0.862 0.0 4.000 0.0030 0.012 Vel = 1.03 H.14 108 0.0 1 Utr 2.0 10.000 150 18.361 to 0.0 2.000 0.0 H.15 108 1.88 0.862 0.0 12.000 0.0028 0.033 Vel = 1.03 H.15 108 0.0 1 Utr 2.0 9.000 150 18.394 to 0.0 2.000 0.0 H.3 108 1.88 0.862 0.0 11.000 0.0029 0.032 Vel = 1.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 8 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.24) Date 5/24/2022 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.3 108 0.0 1 Utr 2.0 11.000 150 18.426 to 0.0 2.000 0.0 HA 108 1.88 0.862 0.0 13.000 0.0028 0.036 Vel = 1.03 HA 108 0.0 1 Utr 2.0 9.000 150 18.462 to 0.0 2.000 0.0 H.16 108 1.88 0.862 0.0 11.000 0.0028 0.031 Vel = 1.03 H.16 108 0.0 1 0.0 10.000 150 18.493 to 0.0 0.0 0.0 H.17 108 1.88 0.862 0.0 10.000 0.0028 0.028 Vel = 1.03 H.17 108 0.0 1 Utr 2.0 3.000 150 18.521 to 0.0 2.000 0.0 T.34 108 1.88 0.862 0.0 5.000 0.0028 0.014 Vel = 1.03 0.0 T.34 1.88 18.535 K Factor = 0.44 T.42 116 3.46 1 0.0 3.000 150 14.371 to 0.0 0.0 0.0 H.25 116 3.46 0.862 0.0 3.000 0.0087 0.026 Vel = 1.90 H.25 116 0.0 1 Utr 2.0 12.000 150 14.397 to 0.0 2.000 0.0 H.26 116 3.46 0.862 0.0 14.000 0.0087 0.122 Vel = 1.90 H.26 116 0.0 1 0.0 4.000 150 14.519 to 0.0 0.0 0.0 T.43 116 3.46 0.862 0.0 4.000 0.0088 0.035 Vel = 1.90 T.43 116 0.0 1 Utr 2.0 4.000 150 14.554 to 0.0 2.000 0.0 T.41 116 3.46 0.862 0.0 6.000 0.0087 0.052 Vel = 1.90 T.41 116 -0.07 1 2Utb 34.0 11.000 150 14.606 to 0.0 28.000 3.465 T.39 108 3.39 0.862 0.0 39.000 0.0084 0.328 Vel = 1.86 T.39 108 0.75 1 Utr 2.0 18.000 150 18.399 to 0.0 2.000 0.0 T.40 108 4.14 0.862 0.0 20.000 0.0122 0.243 Vel = 2.28 0.0 T.40 4.14 18.642 K Factor = 0.96 T.41 116 0.06 1 Utr 2.0 6.000 150 14.606 to 0.0 2.000 0.0 H.22 116 0.06 0.862 0.0 8.000 0 0.0 Vel = 0.03 H.22 116 0.0 1 Utr 2.0 14.000 150 14.606 to 0.0 2.000 0.0 H.31 116 0.06 0.862 0.0 16.000 0 0.0 Vel = 0.03 H.31 116 0.0 1 0.0 10.000 150 14.606 to 0.0 0.0 0.0 H.30 116 0.06 0.862 0.0 10.000 0 0.0 Vel = 0.03 H.30 116 0.0 1 Utr 2.0 10.000 150 14.606 to 0.0 2.000 0.0 T.44 116 0.06 0.862 0.0 12.000 0 0.0 Vel = 0.03 0.0 T.44 0.06 14.606 K Factor = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 9 SELECT HOMES EDMONDS PLAN 2903 GR - One Head Calculation (H.24) Date 5/24/2022 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.36 108 0.75 1 Utr 2.0 12.000 150 18.349 to 0.0 2.000 0.0 H.27 108 0.75 0.862 0.0 14.000 0.0005 0.007 Vel = 0.41 H.27 108 0.0 1 Utr 2.0 25.000 150 18.356 to 0.0 2.000 0.0 H.32 108 0.75 0.862 0.0 27.000 0.0005 0.014 Vel = 0.41 H.32 108 0.0 1 0.0 11.000 150 18.370 to 0.0 0.0 0.0 T.46 108 0.75 0.862 0.0 11.000 0.0005 0.006 Vel = 0.41 T.46 108 0.0 1 Utr 2.0 23.000 150 18.376 to 0.0 2.000 0.0 T.45 108 0.75 0.862 0.0 25.000 0.0005 0.013 Vel = 0.41 T.45 108 0.0 1 Utr 2.0 8.000 150 18.389 to 0.0 2.000 0.0 H.28 108 0.75 0.862 0.0 10.000 0.0005 0.005 Vel = 0.41 H.28 108 0.0 1 Utr 2.0 7.000 150 18.394 to 0.0 2.000 0.0 T.39 108 0.75 0.862 0.0 9.000 0.0006 0.005 Vel = 0.41 0.0 T.39 0.75 18.399 K Factor = 0.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Job Name Drawing Location Remote Area Contract Data File rn -w���m���w—mm����� 'm e ■ WASHINGTON STATE • CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS Thomas Gill ■ • 767840409-A Level 1� ■ Advanced Plumbing II,LL • ■ ADVANP1838J0 ' ■ • ■ ■ ■ Exp/res ■ • ■ � �.�,� EC 31,2Z � ■ h A00 DESIGN Advanced Plumbing & Heating sales.advancedplumbing@gmail.com 1822 Bickford Ave Suite #D Snohomish, WA 98290 206-734-9121 1 211117-06 211117-06 Select Homes Edmonds Plan 2903 GR - REV 1.wx2 .20) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Advanced Plumbing & Heating Page 1 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.19 & H.20) Date 5/24/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES EDMONDS PLAN 2903 GR Location - EDMONDS WA Date - 05-24-2022 Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 211117-06 Calculated By - THOMAS GILL 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: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 10 Gpm System Type Listed Pres. at Start Point - 11.11Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC30 I Elevation at Highest Outlet - 116 Feet Size 3/8 K-Factor 3 G Note: Temperature Rating 155 N Calculation Gpm Required 20.0277 Psi Required 38.05 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) - 55 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 Advanced Plumbing & Heating SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.19 & H.20) Page 2 Date 5/24/2022 City Water Supply: Demand: C1 - Static Pressure 55 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 20.028 C2 - Residual Flow 500 D2 - System Pressure 38.050 Hose ( Demand ) D3 - System Demand : 20.028 Safety Margin 16.859 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 ei 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 Advanced Plumbing & Heating SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.19 & H.20) Fitting Legend Abbrev. Name Page 3 Date 5/24/2022 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb * Aquapex Tee - Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr * Aquapex Tee - Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Advanced Plumbing & Heating Page 4 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.19 & H.20) Date 5/24/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 55.0 20 500.0 54.909 20.03 38.05 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.19 116.0 3 11.11 10.0 H.24 116.0 11.58 T.38 116.0 11.8 H.18 116.0 12.02 H.10 116.0 12.48 H.1 116.0 13.17 T.33 116.0 13.5 T.34 108.0 17.89 H.5 108.0 18.26 H.6 108.0 18.89 H.7 108.0 19.12 H.11 108.0 19.66 T.37 108.0 20.52 S.1 104.0 23.14 MTR 100.0 34.77 STIR 100.0 38.05 H.20 116.0 3 11.17 10.03 T.42 116.0 13.07 T.40 108.0 17.82 H.21 108.0 18.97 H.25 116.0 13.13 H.26 116.0 13.41 T.43 116.0 13.49 T.41 116.0 13.62 T.39 108.0 17.54 H.12 116.0 13.51 T.35 116.0 13.54 H.13 116.0 13.54 H.2 116.0 13.57 H.8 116.0 13.6 H.9 116.0 13.63 H.23 116.0 13.67 T.44 116.0 13.69 T.36 108.0 17.53 H.14 108.0 17.55 H.15 108.0 17.62 H.3 108.0 17.68 HA 108.0 17.75 H.16 108.0 17.81 H.17 108.0 17.87 H.22 116.0 13.63 H.31 116.0 13.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Advanced Plumbing & Heating Page 5 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.19 & H.20) Date 5/24/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.30 116.0 13.67 H.27 108.0 17.53 H.32 108.0 17.54 T.46 108.0 17.54 T.45 108.0 17.54 H.28 108.0 17.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 Advanced Plumbing & Heating Page 6 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.19 & H.20) Date 5/24/2022 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.19 116 3.00 7.46 1 Utr 2.0 11.000 150 11.110 to 0.0 2.000 0.0 H.24 116 7.46 0.862 0.0 13.000 0.0362 0.470 Vel = 4.10 H.24 116 0.0 1 0.0 6.000 150 11.580 to 0.0 0.0 0.0 T.38 116 7.46 0.862 0.0 6.000 0.0363 0.218 Vel = 4.10 T.38 116 0.0 1 Utr 2.0 4.000 150 11.798 to 0.0 2.000 0.0 H.18 116 7.46 0.862 0.0 6.000 0.0362 0.217 Vel = 4.10 H.18 116 0.0 1 Utr 2.0 11.000 150 12.015 to 0.0 2.000 0.0 H.10 116 7.46 0.862 0.0 13.000 0.0362 0.470 Vel = 4.10 H.10 116 0.0 1 Utr 2.0 17.000 150 12.485 to 0.0 2.000 0.0 H.1 116 7.46 0.862 0.0 19.000 0.0362 0.688 Vel = 4.10 H.1 116 0.0 1 Utr 2.0 7.000 150 13.173 to 0.0 2.000 0.0 T.33 116 7.46 0.862 0.0 9.000 0.0361 0.325 Vel = 4.10 T.33 116 -1.73 1 2Utb 34.0 14.000 150 13.498 to 0.0 28.000 3.465 T.34 108 5.73 0.862 0.0 42.000 0.0222 0.931 Vel = 3.15 T.34 108 2.70 1 Utr 2.0 6.000 150 17.894 to 0.0 2.000 0.0 H.5 108 8.43 0.862 0.0 8.000 0.0452 0.362 Vel = 4.63 H.5 108 0.0 1 Utr 2.0 12.000 150 18.256 to 0.0 2.000 0.0 H.6 108 8.43 0.862 0.0 14.000 0.0454 0.635 Vel = 4.63 H.6 108 0.0 1 Utr 2.0 3.000 150 18.891 to 0.0 2.000 0.0 H.7 108 8.43 0.862 0.0 5.000 0.0454 0.227 Vel = 4.63 H.7 108 0.0 1 Utr 2.0 10.000 150 19.118 to 0.0 2.000 0.0 H.11 108 8.43 0.862 0.0 12.000 0.0453 0.543 Vel = 4.63 H.11 108 0.0 1 Utb 17.0 5.000 150 19.661 to 0.0 14.000 0.0 T.37 108 8.43 0.862 0.0 19.000 0.0454 0.862 Vel = 4.63 T.37 108 11.60 1.25 T 2.44 8.000 150 20.523 to 0.0 2.440 1.732 S.1 104 20.03 1.054 0.0 10.440 0.0844 0.881 Vel = 7.37 S.1 104 0.0 1.5 2E 3.443 180.000 150 23.136 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 20.03 1.244 0.0 183.443 0.0376 6.904 Vel = 5.29 MTR 100 0.0 1 E 2.336 20.000 150 34.772 to T 5.841 9.345 0.0 STIR 100 20.03 0.995 G 1.168 29.345 0.1117 3.278 Vel = 8.26 0.0 STIR 20.03 38.050 K Factor = 3.25 H.19 116 2.53 1 Utr 2.0 11.000 150 11.110 to 0.0 2.000 0.0 H.20 116 2.53 0.862 0.0 13.000 0.0049 0.064 Vel = 1.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 7 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.19 & H.20) Date 5/24/2022 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.20 116 3.00 10.03 1 Utr 2.0 18.000 150 11.174 to 0.0 2.000 0.0 T.42 116 12.56 0.862 0.0 20.000 0.0948 1.896 Vel = 6.91 T.42 116 -5.45 1 2Utb 34.0 11.000 150 13.070 to 0.0 28.000 3.465 T.40 108 7.11 0.862 0.0 39.000 0.0331 1.290 Vel = 3.91 T.40 108 4.49 1 Utr 2.0 12.000 150 17.825 to 0.0 2.000 0.0 H.21 108 11.6 0.862 0.0 14.000 0.0818 1.145 Vel = 6.38 H.21 108 0.0 1 Utb 17.0 3.000 150 18.970 to Utr 2.0 16.000 0.0 T.37 108 11.6 0.862 0.0 19.000 0.0817 1.553 Vel = 6.38 T.37 T.42 116 to H.25 116 H.25 116 to H.26 116 H.26 116 to T.43 116 T.43 116 to T.41 116 0.0 11.60 5.45 1 0.0 3.000 0.0 0.0 5.45 0.862 0.0 3.000 0.0 1 Utr 2.0 12.000 0.0 2.000 5.45 0.862 0.0 14.000 0.0 1 0.0 4.000 0.0 0.0 5.45 0.862 0.0 4.000 0.0 1 Utr 2.0 4.000 0.0 2.000 5.45 0.862 0.0 6.000 20.523 K Factor = 2.56 150 13.070 0.0 0.0200 0.060 Vel = 3.00 150 13.130 0.0 0.0202 0.283 Vel = 3.00 150 13.413 0.0 0.0202 0.081 Vel = 3.00 150 13.494 0.0 0.0202 0.121 Vel = 3.00 T.41 116 -1.36 1 2Utb 34.0 11.000 150 13.615 to 0.0 28.000 3.465 T.39 108 4.09 0.862 0.0 39.000 0.0119 0.464 Vel = 2.25 T.39 108 0.39 1 Utr 2.0 18.000 150 17.544 to 0.0 2.000 0.0 T.40 108 4.48 0.862 0.0 20.000 0.0141 0.281 Vel = 2.46 0.0 T.40 4.48 17.825 K Factor = 1.06 T.33 116 1.74 1 Utr 2.0 2.000 150 13.498 to 0.0 2.000 0.0 H.12 116 1.74 0.862 0.0 4.000 0.0025 0.010 Vel = 0.96 H.12 116 0.0 1 Utr 2.0 10.000 150 13.508 to 0.0 2.000 0.0 T.35 116 1.74 0.862 0.0 12.000 0.0025 0.030 Vel = 0.96 T.35 116 0.0 1 0.0 1.000 150 13.538 to 0.0 0.0 0.0 H.13 116 1.74 0.862 0.0 1.000 0.0020 0.002 Vel = 0.96 H.13 116 0.0 1 Utr 2.0 9.000 150 13.540 to 0.0 2.000 0.0 H.2 116 1.74 0.862 0.0 11.000 0.0025 0.027 Vel = 0.96 H.2 116 0.0 1 Utr 2.0 12.000 150 13.567 to 0.0 2.000 0.0 H.8 116 1.74 0.862 0.0 14.000 0.0024 0.034 Vel = 0.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 8 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.19 & H.20) Date 5/24/2022 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.8 116 0.0 1 Utr 2.0 10.000 150 13.601 to 0.0 2.000 0.0 H.9 116 1.74 0.862 0.0 12.000 0.0024 0.029 Vel = 0.96 H.9 116 0.0 1 Utr 2.0 16.000 150 13.630 to 0.0 2.000 0.0 H.23 116 1.74 0.862 0.0 18.000 0.0024 0.044 Vel = 0.96 H.23 116 0.0 1 Utr 2.0 3.000 150 13.674 to 0.0 2.000 0.0 T.44 116 1.74 0.862 0.0 5.000 0.0024 0.012 Vel = 0.96 T.44 116 1.36 1 2Utb 34.0 25.000 150 13.686 to 0.0 28.000 3.465 T.36 108 3.1 0.862 0.0 53.000 0.0071 0.377 Vel = 1.70 T.36 108 -0.40 1 Utr 2.0 2.000 150 17.528 to 0.0 2.000 0.0 H.14 108 2.7 0.862 0.0 4.000 0.0058 0.023 Vel = 1.48 H.14 108 0.0 1 Utr 2.0 10.000 150 17.551 to 0.0 2.000 0.0 H.15 108 2.7 0.862 0.0 12.000 0.0055 0.066 Vel = 1.48 H.15 108 0.0 1 Utr 2.0 9.000 150 17.617 to 0.0 2.000 0.0 H.3 108 2.7 0.862 0.0 11.000 0.0055 0.061 Vel = 1.48 H.3 108 0.0 1 Utr 2.0 11.000 150 17.678 to 0.0 2.000 0.0 HA 108 2.7 0.862 0.0 13.000 0.0055 0.072 Vel = 1.48 HA 108 0.0 1 Utr 2.0 9.000 150 17.750 to 0.0 2.000 0.0 H.16 108 2.7 0.862 0.0 11.000 0.0055 0.061 Vel = 1.48 H.16 108 0.0 1 0.0 10.000 150 17.811 to 0.0 0.0 0.0 H.17 108 2.7 0.862 0.0 10.000 0.0055 0.055 Vel = 1.48 H.17 108 0.0 1 Utr 2.0 3.000 150 17.866 to 0.0 2.000 0.0 T.34 108 2.7 0.862 0.0 5.000 0.0056 0.028 Vel = 1.48 0.0 T.34 2.70 17.894 K Factor = 0.64 T.41 116 1.36 1 Utr 2.0 6.000 150 13.615 to 0.0 2.000 0.0 H.22 116 1.36 0.862 0.0 8.000 0.0016 0.013 Vel = 0.75 H.22 116 0.0 1 Utr 2.0 14.000 150 13.628 to 0.0 2.000 0.0 H.31 116 1.36 0.862 0.0 16.000 0.0015 0.024 Vel = 0.75 H.31 116 0.0 1 0.0 10.000 150 13.652 to 0.0 0.0 0.0 H.30 116 1.36 0.862 0.0 10.000 0.0016 0.016 Vel = 0.75 H.30 116 0.0 1 Utr 2.0 10.000 150 13.668 to 0.0 2.000 0.0 T.44 116 1.36 0.862 0.0 12.000 0.0015 0.018 Vel = 0.75 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 9 SELECT HOMES EDMONDS PLAN 2903 GR - Two Head Calculation (H.19 & H.20) Date 5/24/2022 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 1.36 13.686 K Factor = 0.37 T.36 108 0.39 1 Utr 2.0 12.000 150 17.528 to 0.0 2.000 0.0 H.27 108 0.39 0.862 0.0 14.000 0.0002 0.003 Vel = 0.21 H.27 108 0.0 1 Utr 2.0 25.000 150 17.531 to 0.0 2.000 0.0 H.32 108 0.39 0.862 0.0 27.000 0.0001 0.004 Vel = 0.21 H.32 108 0.0 1 0.0 11.000 150 17.535 to 0.0 0.0 0.0 T.46 108 0.39 0.862 0.0 11.000 0.0002 0.002 Vel = 0.21 T.46 108 0.0 1 Utr 2.0 23.000 150 17.537 to 0.0 2.000 0.0 T.45 108 0.39 0.862 0.0 25.000 0.0001 0.003 Vel = 0.21 T.45 108 0.0 1 Utr 2.0 8.000 150 17.540 to 0.0 2.000 0.0 H.28 108 0.39 0.862 0.0 10.000 0.0002 0.002 Vel = 0.21 H.28 108 0.0 1 Utr 2.0 7.000 150 17.542 to 0.0 2.000 0.0 T.39 108 0.39 0.862 0.0 9.000 0.0002 0.002 Vel = 0.21 0.0 T.39 0.39 17.544 K Factor = 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087