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REVIEWED REV1 FIR2021-0144+Calculations+7.6.2022_2.21.15_PM+2973153REVISION r---------------------------- ; STATE FIR2021-0144 / yvkSHINGTON / CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS Jul 06 2022 : ■ Thomas GI'I j CITY OF EDMONDS DEVELOPMENT SERVICES On 7678-0409-A Level 1 DEPARTMENT ■ Advanced Plumbing ll,LL91 ADVANPIWW ' ■ ■ ■ Expires ■ ■ DEC 31.22 ■ ■ Pt rr rrrrrrrrrrrrrrrrrrrrrrrrrr�/ Advanced Plumbing & Heating sales.advancedplumbing@gmail.com 1822 Bickford Ave Suite #D Snohomish, WA 98290 206-734-9121 Job Name SELECT HOMES EDMONDS PLAN 3029 GL - One Head Calculation (H.25) Drawing RESIDENTIAL Location EDMONDS WA Remote Area 1 Contract 211117-05 Data File 211117-05 Select Homes Edmonds Plan 3029 GL.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Advanced Plumbing & Heating Page 1 SELECT HOMES EDMONDS PLAN 3029 GL - One Head Calculation (H.25) Date 6/29/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES EDMONDS PLAN 3029 GL Location - EDMONDS WA Date - 11-17-2021 Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 211117-05 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 33.22 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 3029 GL - One Head Calculation (H.25) Page 2 Date 6/29/2022 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 33.222 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 21.711 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 ei E 50 40 D2 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 3029 GL - One Head Calculation (H.25) Fitting Legend Abbrev. Name Page 3 Date 6/29/2022 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 3029 GL - One Head Calculation (H.25) Date 6/29/2022 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 33.222 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H.25 116.0 4.9 12.03 T.45 116.0 13.33 T.44 108.0 18.59 S.1 104.0 20.98 MTR 100.0 30.8 STIR 100.0 33.22 H.27 116.0 12.28 H.31 116.0 12.5 H.26 116.0 12.8 H.22 116.0 13.03 H.24 116.0 13.29 H.28 116.0 13.45 T.46 116.0 13.75 T.42 108.0 17.58 H.21 108.0 17.66 H.30 108.0 17.9 H.29 108.0 17.97 H.18 108.0 18.3 T.41 108.0 18.44 H.19 116.0 13.41 H.15 116.0 13.48 H.13 116.0 13.56 H.14 116.0 13.63 H.12 116.0 13.74 T.39 116.0 13.78 T.36 116.0 13.91 T.35 108.0 17.72 H.7 108.0 17.82 T.37 108.0 17.96 T.38 108.0 18.16 H.23 116.0 13.76 H.17 116.0 13.79 T.40 116.0 13.8 H.16 116.0 13.82 H.8 116.0 13.86 H.2 116.0 13.89 T.32 116.0 13.92 T.34 108.0 17.58 HA 108.0 17.6 H.1 108.0 17.68 H.6 116.0 13.91 H.3 116.0 13.92 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 3029 GL - One Head Calculation (H.25) Date 6/29/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.33 116.0 13.92 H.5 108.0 17.58 H.11 108.0 17.58 H.10 108.0 17.58 H.20 108.0 17.58 T.43 108.0 17.58 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 3029 GL - One Head Calculation (H.25) Date 6/29/2022 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.25 116 4.90 11.95 1 Utr 2.0 13.000 150 12.030 to 0.0 2.000 0.0 T.45 116 11.95 0.862 0.0 15.000 0.0864 1.296 Vel = 6.57 T.45 116 -3.87 1 2Utb 34.0 15.000 150 13.326 to 0.0 28.000 3.465 T.44 108 8.08 0.862 0.0 43.000 0.0419 1.802 Vel = 4.44 T.44 108 8.92 1.25 T 2.44 8.000 150 18.593 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 20.975 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 30.803 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 33.222 K Factor = 2.95 H.25 116 5.04 1 Utr 2.0 12.000 150 12.030 to 0.0 2.000 0.0 H.27 116 5.04 0.862 0.0 14.000 0.0175 0.245 Vel = 2.77 H.27 116 0.0 1 0.0 13.000 150 12.275 to 0.0 0.0 0.0 H.31 116 5.04 0.862 0.0 13.000 0.0175 0.228 Vel = 2.77 H.31 116 0.0 1 Utr 2.0 15.000 150 12.503 to 0.0 2.000 0.0 H.26 116 5.04 0.862 0.0 17.000 0.0175 0.298 Vel = 2.77 H.26 116 0.0 1 Utr 2.0 11.000 150 12.801 to 0.0 2.000 0.0 H.22 116 5.04 0.862 0.0 13.000 0.0175 0.228 Vel = 2.77 H.22 116 0.0 1 Utr 2.0 13.000 150 13.029 to 0.0 2.000 0.0 H.24 116 5.04 0.862 0.0 15.000 0.0175 0.263 Vel = 2.77 H.24 116 0.0 1 0.0 9.000 150 13.292 to 0.0 0.0 0.0 H.28 116 5.04 0.862 0.0 9.000 0.0176 0.158 Vel = 2.77 H.28 116 0.0 1 Utr 2.0 15.000 150 13.450 to 0.0 2.000 0.0 T.46 116 5.04 0.862 0.0 17.000 0.0175 0.298 Vel = 2.77 T.46 116 -1.86 1 2Utb 34.0 21.000 150 13.748 to 0.0 28.000 3.465 T.42 108 3.18 0.862 0.0 49.000 0.0074 0.364 Vel = 1.75 T.42 108 0.03 1 Utr 2.0 9.000 150 17.577 to 0.0 2.000 0.0 H.21 108 3.21 0.862 0.0 11.000 0.0076 0.084 Vel = 1.76 H.21 108 0.0 1 Utr 2.0 30.000 150 17.661 to 0.0 2.000 0.0 H.30 108 3.21 0.862 0.0 32.000 0.0076 0.242 Vel = 1.76 H.30 108 0.0 1 0.0 9.000 150 17.903 to 0.0 0.0 0.0 H.29 108 3.21 0.862 0.0 9.000 0.0077 0.069 Vel = 1.76 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 3029 GL - One Head Calculation (H.25) Date 6/29/2022 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.29 108 0.0 1 Utr 2.0 42.000 150 17.972 to 0.0 2.000 0.0 H.18 108 3.21 0.862 0.0 44.000 0.0076 0.333 Vel = 1.76 H.18 108 0.0 1 Utb 17.0 2.000 150 18.305 to Utr 2.0 16.000 0.0 T.41 108 3.21 0.862 0.0 18.000 0.0076 0.137 Vel = 1.76 T.41 108 5.70 1.25 Utr 4.0 4.000 150 18.442 to 0.0 4.000 0.0 T.44 108 8.91 1.054 0.0 8.000 0.0189 0.151 Vel = 3.28 0.0 T.44 8.91 18.593 K Factor = 2.07 T.45 116 3.87 1 Utr 2.0 6.000 150 13.326 to 0.0 2.000 0.0 H.19 116 3.87 0.862 0.0 8.000 0.0107 0.086 Vel = 2.13 H.19 116 0.0 1 Utr 2.0 4.000 150 13.412 to 0.0 2.000 0.0 H.15 116 3.87 0.862 0.0 6.000 0.0108 0.065 Vel = 2.13 H.15 116 0.0 1 Utr 2.0 6.000 150 13.477 to 0.0 2.000 0.0 H.13 116 3.87 0.862 0.0 8.000 0.0106 0.085 Vel = 2.13 H.13 116 0.0 1 0.0 6.000 150 13.562 to 0.0 0.0 0.0 H.14 116 3.87 0.862 0.0 6.000 0.0108 0.065 Vel = 2.13 H.14 116 0.0 1 Utr 2.0 9.000 150 13.627 to 0.0 2.000 0.0 H.12 116 3.87 0.862 0.0 11.000 0.0107 0.118 Vel = 2.13 H.12 116 0.0 1 Utr 2.0 1.000 150 13.745 to 0.0 2.000 0.0 T.39 116 3.87 0.862 0.0 3.000 0.0107 0.032 Vel = 2.13 T.39 116 0.0 1 Utr 2.0 10.000 150 13.777 to 0.0 2.000 0.0 T.36 116 3.87 0.862 0.0 12.000 0.0108 0.129 Vel = 2.13 T.36 116 -0.53 1 2Utb 34.0 14.000 150 13.906 to 0.0 28.000 3.465 T.35 108 3.34 0.862 0.0 42.000 0.0082 0.344 Vel = 1.84 T.35 108 2.37 1 Utr 2.0 3.000 150 17.715 to 0.0 2.000 0.0 H.7 108 5.71 0.862 0.0 5.000 0.0220 0.110 Vel = 3.14 H.7 108 0.0 1 Utr 2.0 4.000 150 17.825 to 0.0 2.000 0.0 T.37 108 5.71 0.862 0.0 6.000 0.0220 0.132 Vel = 3.14 T.37 108 0.0 1 Utr 2.0 7.000 150 17.957 to 0.0 2.000 0.0 T.38 108 5.71 0.862 0.0 9.000 0.0220 0.198 Vel = 3.14 T.38 108 0.0 1 Utr 2.0 11.000 150 18.155 to 0.0 2.000 0.0 T.41 108 5.71 0.862 0.0 13.000 0.0221 0.287 Vel = 3.14 0.0 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 3029 GL - One Head Calculation (H.25) Date 6/29/2022 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.41 5.71 18.442 K Factor = 1.33 T.46 116 1.87 1 Utr 2.0 4.000 150 13.748 to 0.0 2.000 0.0 H.23 116 1.87 0.862 0.0 6.000 0.0027 0.016 Vel = 1.03 H.23 116 0.0 1 Utr 2.0 7.000 150 13.764 to 0.0 2.000 0.0 H.17 116 1.87 0.862 0.0 9.000 0.0028 0.025 Vel = 1.03 H.17 116 0.0 1 Utr 2.0 2.000 150 13.789 to 0.0 2.000 0.0 T.40 116 1.87 0.862 0.0 4.000 0.0030 0.012 Vel = 1.03 T.40 116 0.0 1 Utr 2.0 6.000 150 13.801 to 0.0 2.000 0.0 H.16 116 1.87 0.862 0.0 8.000 0.0028 0.022 Vel = 1.03 H.16 116 0.0 1 Utr 2.0 12.000 150 13.823 to 0.0 2.000 0.0 H.8 116 1.87 0.862 0.0 14.000 0.0028 0.039 Vel = 1.03 H.8 116 0.0 1 Utr 2.0 9.000 150 13.862 to 0.0 2.000 0.0 H.2 116 1.87 0.862 0.0 11.000 0.0028 0.031 Vel = 1.03 H.2 116 to T.32 116 T.32 116 to T.34 108 T.34 108 to HA 108 HA 108 to H.1 108 H.1 108 to T.35 108 T.35 0.0 1 Utr 2.0 7.000 0.0 2.000 1.87 0.862 0.0 9.000 0.53 1 2Utb 34.0 16.000 0.0 28.000 2.4 0.862 0.0 44.000 -0.04 1 Utr 2.0 3.000 0.0 2.000 2.36 0.862 0.0 5.000 0.0 1 Utr 2.0 17.000 0.0 2.000 2.36 0.862 0.0 19.000 0.0 1 Utr 2.0 6.000 0.0 2.000 2.36 0.862 0.0 8.000 0.0 2.36 150 13.893 0.0 0.0028 0.025 Vel = 1.03 150 13.918 3.465 0.0044 0.194 Vel = 1.32 150 17.577 0.0 0.0044 0.022 Vel = 1.30 150 17.599 0.0 0.0043 0.081 Vel = 1.30 150 17.680 0.0 0.0044 0.035 Vel = 1.30 17.715 K Factor = 0.56 T.36 116 0.53 1 Utr 2.0 12.000 150 13.906 to 0.0 2.000 0.0 H.6 116 0.53 0.862 0.0 14.000 0.0003 0.004 Vel = 0.29 H.6 116 to H.3 116 H.3 116 to T.33 116 T.33 116 to T.32 116 0.0 1 Utr 2.0 18.000 0.0 2.000 0.53 0.862 0.0 20.000 0.0 1 Utr 2.0 4.000 0.0 2.000 0.53 0.862 0.0 6.000 0.0 1 Utr 2.0 2.000 0.0 2.000 0.53 0.862 0.0 4.000 150 13.910 0.0 0.0002 0.005 Vel = 0.29 150 13.915 0.0 0.0003 0.002 Vel = 0.29 150 13.917 0.0 0.0002 0.001 Vel = 0.29 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 3029 GL - One Head Calculation (H.25) Date 6/29/2022 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 0.0 T.32 0.53 13.918 K Factor = 0.14 T.34 108 0.03 1 Utr 2.0 7.000 150 17.577 to 0.0 2.000 0.0 H.5 108 0.03 0.862 0.0 9.000 0 0.0 Vel = 0.02 H.5 108 0.0 1 Utr 2.0 12.000 150 17.577 to 0.0 2.000 0.0 H.11 108 0.03 0.862 0.0 14.000 0 0.0 Vel = 0.02 H.11 108 0.0 1 Utr 2.0 11.000 150 17.577 to 0.0 2.000 0.0 H.10 108 0.03 0.862 0.0 13.000 0 0.0 Vel = 0.02 H.10 108 0.0 1 Utr 2.0 19.000 150 17.577 to 0.0 2.000 0.0 H.20 108 0.03 0.862 0.0 21.000 0 0.0 Vel = 0.02 H.20 108 0.0 1 0.0 3.000 150 17.577 to 0.0 0.0 0.0 T.43 108 0.03 0.862 0.0 3.000 0 0.0 Vel = 0.02 T.43 108 0.0 1 Utr 2.0 6.000 150 17.577 to 0.0 2.000 0.0 T.42 108 0.03 0.862 0.0 8.000 0 0.0 Vel = 0.02 0.0 T.42 0.03 17.577 K Factor = 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Job Name Drawing Location Remote Area Contract Data File �r�rrrrrrr������r��r��rrrrrrr ■ WASHINGTON STATE ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS Thomas Gill ■ ■ 7678-0409-A Level 1 ■ Advanced Plumbing 11,LL91 ADVANPi838JO ' ■ ■ ■ Expires ■ ■ ■ �.�,� DEC 21,22 ■HIA. ■� r�����rrrrr�r����rrr��rrrri Advanced Plumbing & Heating sales.advancedplumbing@gmail.com 1822 Bickford Ave Suite #D Snohomish, WA 98290 206-734-9121 1 211117-05 211117-05 Select Homes Edmonds Plan 3029 GL.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Advanced Plumbing & Heating Page 1 SELECT HOMES EDMONDS PLAN 3029 GL - Two Head Calculation (H.26 & H.31) Date 6/29/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES EDMONDS PLAN 3029 GL Location - EDMONDS WA Date - 11-17-2021 Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 211117-05 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 20.0069 Psi Required 37.3 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 3029 GL - Two Head Calculation (H.26 & H.31) Page 2 Date 6/29/2022 City Water Supply: Demand: C1 - Static Pressure 55 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 20.007 C2 - Residual Flow 500 D2 - System Pressure 37.298 Hose ( Demand ) D3 - System Demand : 20.007 Safety Margin 17.612 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 nq 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 3029 GL - Two Head Calculation (H.26 & H.31) Fitting Legend Abbrev. Name Page 3 Date 6/29/2022 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 3029 GL - Two Head Calculation (H.26 & H.31) Date 6/29/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 55.0 20 500.0 54.909 20.01 37.298 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.26 116.0 3 11.11 10.0 H.22 116.0 11.76 H.24 116.0 12.52 H.28 116.0 12.97 T.46 116.0 13.82 T.42 108.0 18.13 H.21 108.0 18.27 H.30 108.0 18.67 H.29 108.0 18.78 H.18 108.0 19.33 T.41 108.0 19.56 T.44 108.0 19.79 SA 104.0 22.4 MTR 100.0 34.03 STIR 100.0 37.3 H.31 116.0 3 11.13 10.01 H.27 116.0 12.11 H.25 116.0 13.16 T.45 116.0 14.29 H.23 116.0 13.88 H.17 116.0 13.98 T.40 116.0 14.03 H.16 116.0 14.11 H.8 116.0 14.27 H.2 116.0 14.38 T.32 116.0 14.48 T.34 108.0 18.17 HA 108.0 18.22 H.1 108.0 18.38 T.35 108.0 18.44 H.7 108.0 18.61 T.37 108.0 18.81 T.38 108.0 19.12 H.19 116.0 14.33 H.15 116.0 14.36 H.13 116.0 14.4 H.14 116.0 14.42 H.12 116.0 14.48 T.39 116.0 14.49 T.36 116.0 14.55 T.33 116.0 14.49 H.3 116.0 14.5 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 3029 GL - Two Head Calculation (H.26 & H.31) Date 6/29/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 116.0 14.53 T.43 108.0 18.14 H.20 108.0 18.14 H.10 108.0 18.15 H.11 108.0 18.16 H.5 108.0 18.17 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 3029 GL - Two Head Calculation (H.26 & H.31) Date 6/29/2022 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.26 116 3.00 8.91 1 Utr 2.0 11.000 150 11.110 to 0.0 2.000 0.0 H.22 116 8.91 0.862 0.0 13.000 0.0502 0.652 Vel = 4.90 H.22 116 0.0 1 Utr 2.0 13.000 150 11.762 to 0.0 2.000 0.0 H.24 116 8.91 0.862 0.0 15.000 0.0502 0.753 Vel = 4.90 H.24 116 0.0 1 0.0 9.000 150 12.515 to 0.0 0.0 0.0 H.28 116 8.91 0.862 0.0 9.000 0.0501 0.451 Vel = 4.90 H.28 116 0.0 1 Utr 2.0 15.000 150 12.966 to 0.0 2.000 0.0 T.46 116 8.91 0.862 0.0 17.000 0.0502 0.854 Vel = 4.90 T.46 116 -3.90 1 2Utb 34.0 21.000 150 13.820 to 0.0 28.000 3.465 T.42 108 5.01 0.862 0.0 49.000 0.0173 0.847 Vel = 2.75 T.42 108 -0.81 1 Utr 2.0 9.000 150 18.132 to 0.0 2.000 0.0 H.21 108 4.2 0.862 0.0 11.000 0.0125 0.137 Vel = 2.31 H.21 108 0.0 1 Utr 2.0 30.000 150 18.269 to 0.0 2.000 0.0 H.30 108 4.2 0.862 0.0 32.000 0.0125 0.400 Vel = 2.31 H.30 108 0.0 1 0.0 9.000 150 18.669 to 0.0 0.0 0.0 H.29 108 4.2 0.862 0.0 9.000 0.0124 0.112 Vel = 2.31 H.29 108 0.0 1 Utr 2.0 42.000 150 18.781 to 0.0 2.000 0.0 H.18 108 4.2 0.862 0.0 44.000 0.0125 0.549 Vel = 2.31 H.18 108 0.0 1 Utb 17.0 2.000 150 19.330 to Utr 2.0 16.000 0.0 T.41 108 4.2 0.862 0.0 18.000 0.0125 0.225 Vel = 2.31 T.41 108 7.18 1.25 Utr 4.0 4.000 150 19.555 to 0.0 4.000 0.0 T.44 108 11.38 1.054 0.0 8.000 0.0296 0.237 Vel = 4.18 T.44 108 8.63 1.25 T 2.44 8.000 150 19.792 to 0.0 2.440 1.732 S.1 104 20.01 1.054 0.0 10.440 0.0842 0.879 Vel = 7.36 S.1 104 0.0 1.5 2E 3.443 180.000 150 22.403 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 20.01 1.244 0.0 183.443 0.0376 6.892 Vel = 5.28 MTR 100 0.0 1 E 2.336 20.000 150 34.027 to T 5.841 9.345 0.0 STIR 100 20.01 0.995 G 1.168 29.345 0.1115 3.271 Vel = 8.26 0.0 STIR 20.01 37.298 K Factor = 3.28 H.26 116 1.09 1 Utr 2.0 15.000 150 11.110 to 0.0 2.000 0.0 H.31 116 1.09 0.862 0.0 17.000 0.0011 0.018 Vel = 0.60 H.31 116 3.00 10.01 1 0.0 13.000 150 11.128 to 0.0 0.0 0.0 H.27 116 11.1 0.862 0.0 13.000 0.0754 0.980 Vel = 6.10 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 3029 GL - Two Head Calculation (H.26 & H.31) Date 6/29/2022 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.27 116 0.0 1 Utr 2.0 12.000 150 12.108 to 0.0 2.000 0.0 H.25 116 11.1 0.862 0.0 14.000 0.0754 1.055 Vel = 6.10 H.25 116 0.0 1 Utr 2.0 13.000 150 13.163 to 0.0 2.000 0.0 T.45 116 11.1 0.862 0.0 15.000 0.0754 1.131 Vel = 6.10 T.45 116 -2.47 1 2Utb 34.0 15.000 150 14.294 to 0.0 28.000 3.465 T.44 108 8.63 0.862 0.0 43.000 0.0473 2.033 Vel = 4.74 0.0 T.44 8.63 19.792 K Factor = 1.94 T.46 116 3.90 1 Utr 2.0 4.000 150 13.820 to 0.0 2.000 0.0 H.23 116 3.9 0.862 0.0 6.000 0.0108 0.065 Vel = 2.14 H.23 116 0.0 1 Utr 2.0 7.000 150 13.885 to 0.0 2.000 0.0 H.17 116 3.9 0.862 0.0 9.000 0.0109 0.098 Vel = 2.14 H.17 116 0.0 1 Utr 2.0 2.000 150 13.983 to 0.0 2.000 0.0 T.40 116 3.9 0.862 0.0 4.000 0.0107 0.043 Vel = 2.14 T.40 116 0.0 1 Utr 2.0 6.000 150 14.026 to 0.0 2.000 0.0 H.16 116 3.9 0.862 0.0 8.000 0.0109 0.087 Vel = 2.14 H.16 116 0.0 1 Utr 2.0 12.000 150 14.113 to 0.0 2.000 0.0 H.8 116 3.9 0.862 0.0 14.000 0.0109 0.153 Vel = 2.14 H.8 116 0.0 1 Utr 2.0 9.000 150 14.266 to 0.0 2.000 0.0 H.2 116 3.9 0.862 0.0 11.000 0.0108 0.119 Vel = 2.14 H.2 116 0.0 1 Utr 2.0 7.000 150 14.385 to 0.0 2.000 0.0 T.32 116 3.9 0.862 0.0 9.000 0.0109 0.098 Vel = 2.14 T.32 116 -1.31 1 2Utb 34.0 16.000 150 14.483 to 0.0 28.000 3.465 T.34 108 2.59 0.862 0.0 44.000 0.0051 0.224 Vel = 1.42 T.34 108 0.81 1 Utr 2.0 3.000 150 18.172 to 0.0 2.000 0.0 HA 108 3.4 0.862 0.0 5.000 0.0086 0.043 Vel = 1.87 HA 108 0.0 1 Utr 2.0 17.000 150 18.215 to 0.0 2.000 0.0 H.1 108 3.4 0.862 0.0 19.000 0.0084 0.160 Vel = 1.87 H.1 108 0.0 1 Utr 2.0 6.000 150 18.375 to 0.0 2.000 0.0 T.35 108 3.4 0.862 0.0 8.000 0.0085 0.068 Vel = 1.87 T.35 108 3.78 1 Utr 2.0 3.000 150 18.443 to 0.0 2.000 0.0 H.7 108 7.18 0.862 0.0 5.000 0.0336 0.168 Vel = 3.95 H.7 108 0.0 1 Utr 2.0 4.000 150 18.611 to 0.0 2.000 0.0 T.37 108 7.18 0.862 0.0 6.000 0.0338 0.203 Vel = 3.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating SELECT HOMES EDMONDS PLAN 3029 GL - Two Head Calculation (H.26 & H.31) Page 8 Date 6/29/2022 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.37 108 to T.38 108 0.0 1 Utr 2.0 7.000 0.0 2.000 7.18 0.862 0.0 9.000 150 18.814 0.0 0.0337 0.303 Vel = 3.95 T.38 108 0.0 1 Utr 2.0 11.000 150 19.117 to 0.0 2.000 0.0 T.41 108 7.18 0.862 0.0 13.000 0.0337 0.438 Vel = 3.95 T.41 T.45 116 to H.19 116 H.19 116 to H.15 116 H.15 116 to H.13 116 H.13 116 to H.14 116 H.14 116 to H.12 116 H.12 116 to T.39 116 0.0 7.18 2.47 1 Utr 2.0 6.000 0.0 2.000 2.47 0.862 0.0 8.000 0.0 1 Utr 2.0 4.000 0.0 2.000 2.47 0.862 0.0 6.000 0.0 1 Utr 2.0 6.000 0.0 2.000 2.47 0.862 0.0 8.000 0.0 1 0.0 6.000 0.0 0.0 2.47 0.862 0.0 6.000 0.0 1 Utr 2.0 9.000 0.0 2.000 2.47 0.862 0.0 11.000 0.0 1 Utr 2.0 1.000 0.0 2.000 2.47 0.862 0.0 3.000 19.555 K Factor = 1.62 150 14.294 0.0 0.0046 0.037 Vel = 1.36 150 14.331 0.0 0.0047 0.028 Vel = 1.36 150 14.359 0.0 0.0048 0.038 Vel = 1.36 150 14.397 0.0 0.0047 0.028 Vel = 1.36 150 14.425 0.0 0.0046 0.051 Vel = 1.36 150 14.476 0.0 0.0047 0.014 Vel = 1.36 T.39 116 0.0 1 Utr 2.0 10.000 150 14.490 to 0.0 2.000 0.0 T.36 116 2.47 0.862 0.0 12.000 0.0047 0.056 Vel = 1.36 T.36 116 1.31 1 2Utb 34.0 14.000 150 14.546 to 0.0 28.000 3.465 T.35 108 3.78 0.862 0.0 42.000 0.0103 0.432 Vel = 2.08 0.0 T.35 3.78 18.443 K Factor = 0.88 T.32 116 1.31 1 Utr 2.0 2.000 150 14.483 to 0.0 2.000 0.0 T.33 116 1.31 0.862 0.0 4.000 0.0015 0.006 Vel = 0.72 T.33 116 0.0 1 Utr 2.0 4.000 150 14.489 to 0.0 2.000 0.0 H.3 116 1.31 0.862 0.0 6.000 0.0015 0.009 Vel = 0.72 H.3 116 0.0 1 Utr 2.0 18.000 150 14.498 to 0.0 2.000 0.0 H.6 116 1.31 0.862 0.0 20.000 0.0014 0.028 Vel = 0.72 H.6 116 0.0 1 Utr 2.0 12.000 150 14.526 to 0.0 2.000 0.0 T.36 116 1.31 0.862 0.0 14.000 0.0014 0.020 Vel = 0.72 0.0 T.36 1.31 14.546 K Factor = 0.34 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 3029 GL - Two Head Calculation (H.26 & H.31) Date 6/29/2022 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.42 108 0.81 1 Utr 2.0 6.000 150 18.132 to 0.0 2.000 0.0 T.43 108 0.81 0.862 0.0 8.000 0.0006 0.005 Vel = 0.45 T.43 108 0.0 1 0.0 3.000 150 18.137 to 0.0 0.0 0.0 H.20 108 0.81 0.862 0.0 3.000 0.0007 0.002 Vel = 0.45 H.20 108 0.0 1 Utr 2.0 19.000 150 18.139 to 0.0 2.000 0.0 H.10 108 0.81 0.862 0.0 21.000 0.0006 0.012 Vel = 0.45 H.10 108 0.0 1 Utr 2.0 11.000 150 18.151 to 0.0 2.000 0.0 HA 1 108 0.81 0.862 0.0 13.000 0.0006 0.008 Vel = 0.45 H.11 108 0.0 1 Utr 2.0 12.000 150 18.159 to 0.0 2.000 0.0 H.5 108 0.81 0.862 0.0 14.000 0.0006 0.008 Vel = 0.45 H.5 108 0.0 1 Utr 2.0 7.000 150 18.167 to 0.0 2.000 0.0 T.34 108 0.81 0.862 0.0 9.000 0.0006 0.005 Vel = 0.45 0.0 T.34 0.81 18.172 K Factor = 0.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087