Loading...
REV 1 REVIEWED FIR2021-0145+Calculations+6.2.2022_12.42.32_PM+2907421REVIEWED BY CITY OF EDMONDS H H Z J Q> O O O F I R2021-0145 �rrrrrrrrrrrrrrrrrrrrrrr��rrr� ■ WASHINGTON STATE ■ ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS no ' REVISION ��'�G"' � 7678-0409-A Level 1 O Jun 02 2022 ■ %dva^oed Plumoing 1I,LL i ADVANP1838JI ' ■ CITY OF EDMONDS j ■ DEVELOPMENT SERVICES ■ E�cpfree ■ DEPARTMENT ■ ■ DEC �1,iZ rrd � ■ r� it rrrrrrrrrrr�rrrrrrrrrrrr Now DESIGN SERA Advanced Plumbing & Heating sales.advancedplumbing@gmail.com 1822 Bickford Ave Suite #D Snohomish, WA 98290 206-734-9121 Job Name SELECT HOMES PLAN 3112 GL - One Head Calculation (H.28) Drawing Location EDMONDS WA Remote Area Contract 181030-01 Data File 181030-01 Select Homes Plan 3112 GL - REV 1.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Advanced Plumbing & Heating Page 1 SELECT HOMES PLAN 3112 GL - One Head Calculation (H.28) Date 5/24/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES PLAN 3112 GL Location - EDMONDS WA Building - Contractor - ADVANCED PLUMBING Calculated By - THOMAS GILL Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 05-24-2022 System No. - Contract No. - 181030-01 Drawing No. - Non -Combustible Ceiling Height 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 34.86 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 PLAN 3112 GL - One Head Calculation (H.28) 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 34.862 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 20.071 150 140 130 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 PLAN 3112 GL - One Head Calculation (H.28) 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 PLAN 3112 GL - One Head Calculation (H.28) 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 34.862 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.28 116.0 4.9 12.03 H.30 116.0 12.58 H.31 116.0 13.04 H.32 116.0 13.35 H.27 116.0 14.04 T.43 116.0 14.18 T.42 108.0 17.92 H.19 108.0 18.06 H.9 108.0 18.24 H.8 108.0 18.4 H.18 108.0 18.58 T.39 108.0 18.64 H.13 108.0 19.38 T.37 108.0 20.36 S.1 104.0 22.62 MTR 100.0 32.44 STIR 100.0 34.86 T.45 116.0 12.32 H.25 116.0 12.79 T.44 116.0 13.44 T.41 108.0 17.75 H.20 108.0 17.91 H.10 108.0 18.04 H.3 108.0 18.27 T.34 108.0 18.31 H.2 108.0 18.53 H.1 108.0 19.03 H.7 108.0 19.5 H.12 108.0 19.75 H.26 116.0 13.5 H.22 116.0 13.63 H.17 116.0 13.85 H.11 116.0 14.0 H.14 116.0 14.22 H.6 116.0 14.36 T.35 116.0 14.4 H.23 116.0 14.3 T.40 116.0 14.41 T.46 108.0 17.81 H.33 108.0 17.83 H.29 108.0 17.87 H.24 108.0 17.91 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 PLAN 3112 GL - One Head Calculation (H.28) Date 5/24/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HA 116.0 14.4 H.5 116.0 14.4 T.36 116.0 14.4 H.15 116.0 14.41 H.16 116.0 14.41 T.38 116.0 14.41 H.21 116.0 14.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 Advanced Plumbing & Heating Page 6 SELECT HOMES PLAN 3112 GL - One Head Calculation (H.28) 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.28 116 4.90 7.29 1 Utr 2.0 14.000 150 12.030 to 0.0 2.000 0.0 H.30 116 7.29 0.862 0.0 16.000 0.0347 0.555 Vel = 4.01 H.30 116 0.0 1 Utr 2.0 11.000 150 12.585 to 0.0 2.000 0.0 H.31 116 7.29 0.862 0.0 13.000 0.0346 0.450 Vel = 4.01 H.31 116 to H.32 116 H.32 116 to H.27 116 0.0 1 0.0 9.000 0.0 0.0 7.29 0.862 0.0 9.000 0.0 1 Utr 2.0 18.000 0.0 2.000 7.29 0.862 0.0 20.000 150 13.035 0.0 0.0347 0.312 Vel = 4.01 150 13.347 0.0 0.0346 0.693 Vel = 4.01 H.27 116 0.0 1 Utr 2.0 2.000 150 14.040 to 0.0 2.000 0.0 T.43 116 7.29 0.862 0.0 4.000 0.0348 0.139 Vel = 4.01 T.43 116 -4.58 1 2Utb 34.0 21.000 150 14.179 to 0.0 28.000 3.465 T.42 108 2.71 0.862 0.0 49.000 0.0056 0.273 Vel = 1.49 T.42 108 1.79 1 Utr 2.0 8.000 150 17.917 to 0.0 2.000 0.0 H.19 108 4.5 0.862 0.0 10.000 0.0141 0.141 Vel = 2.47 H.19 108 0.0 1 Utr 2.0 11.000 150 18.058 to 0.0 2.000 0.0 H.9 108 4.5 0.862 0.0 13.000 0.0142 0.184 Vel = 2.47 H.9 108 0.0 1 Utr 2.0 9.000 150 18.242 to 0.0 2.000 0.0 H.8 108 4.5 0.862 0.0 11.000 0.0142 0.156 Vel = 2.47 H.8 108 0.0 1 Utr 2.0 11.000 150 18.398 to 0.0 2.000 0.0 H.18 108 4.5 0.862 0.0 13.000 0.0142 0.184 Vel = 2.47 H.18 108 0.0 1 0.0 4.000 150 18.582 to 0.0 0.0 0.0 T.39 108 4.5 0.862 0.0 4.000 0.0142 0.057 Vel = 2.47 T.39 108 5.07 1 Utr 2.0 11.000 150 18.639 to 0.0 2.000 0.0 H.13 108 9.57 0.862 0.0 13.000 0.0573 0.745 Vel = 5.26 H.13 108 to T.37 108 T.37 108 to S.1 104 S.1 104 to MTR 100 MTR 100 to STIR 100 0.0 1 Utb 17.0 1.000 Utr 2.0 16.000 9.57 0.862 0.0 17.000 7.43 1.25 T 2.44 6.000 0.0 2.440 17.0 1.054 0.0 8.440 0.0 1.5 2E 3.443 180.000 0.0 3.443 17.0 1.244 0.0 183.443 0.0 1 E 2.336 20.000 T 5.841 9.345 17.0 0.995 G 1.168 29.345 150 19.384 0.0 0.0572 0.973 Vel = 5.26 150 20.357 1.732 0.0623 0.526 Vel = 6.25 150 22.615 4.732 * * Fixed Loss = 3 0.0278 5.096 Vel = 4.49 150 32.443 0.0 0.0824 2.419 Vel = 7.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 7 SELECT HOMES PLAN 3112 GL - One Head Calculation (H.28) 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 STIR H.28 116 to T.45 116 T.45 116 to H.25 116 H.25 116 to T.44 116 T.44 116 to T.41 108 T.41 108 to H.20 108 0.0 17.00 9.70 1 Utr 2.0 3.000 0.0 2.000 9.7 0.862 0.0 5.000 0.0 1 Utr 2.0 6.000 0.0 2.000 9.7 0.862 0.0 8.000 0.0 1 Utr 2.0 9.000 0.0 2.000 9.7 0.862 0.0 11.000 -4.27 1 2Utb 34.0 14.000 0.0 28.000 5.43 0.862 0.0 42.000 -1.79 1 Utr 2.0 15.000 0.0 2.000 3.64 0.862 0.0 17.000 34.862 K Factor = 2.88 150 12.030 0.0 0.0588 0.294 Vel = 5.33 150 12.324 0.0 0.0588 0.470 Vel = 5.33 150 12.794 0.0 0.0587 0.646 Vel = 5.33 150 13.440 3.465 0.0201 0.843 Vel = 2.99 150 17.748 0.0 0.0096 0.163 Vel = 2.00 H.20 108 0.0 1 Utr 2.0 11.000 150 17.911 to 0.0 2.000 0.0 H.10 108 3.64 0.862 0.0 13.000 0.0095 0.124 Vel = 2.00 H.10 108 0.0 1 Utr 2.0 22.000 150 18.035 to 0.0 2.000 0.0 H.3 108 3.64 0.862 0.0 24.000 0.0096 0.231 Vel = 2.00 H.3 108 0.0 1 Utr 2.0 3.000 150 18.266 to 0.0 2.000 0.0 T.34 108 3.64 0.862 0.0 5.000 0.0096 0.048 Vel = 2.00 T.34 108 3.79 1 0.0 6.000 150 18.314 to 0.0 0.0 0.0 H.2 108 7.43 0.862 0.0 6.000 0.0358 0.215 Vel = 4.08 H.2 108 0.0 1 Utr 2.0 12.000 150 18.529 to 0.0 2.000 0.0 H.1 108 7.43 0.862 0.0 14.000 0.0359 0.502 Vel = 4.08 H.1 108 0.0 1 Utr 2.0 11.000 150 19.031 to 0.0 2.000 0.0 H.7 108 7.43 0.862 0.0 13.000 0.0358 0.466 Vel = 4.08 H.7 108 0.0 1 Utr 2.0 5.000 150 19.497 to 0.0 2.000 0.0 H.12 108 7.43 0.862 0.0 7.000 0.0359 0.251 Vel = 4.08 H.12 108 0.0 1 Utb 17.0 3.000 150 19.748 to 0.0 14.000 0.0 T.37 108 7.43 0.862 0.0 17.000 0.0358 0.609 Vel = 4.08 0.0 T.37 7.43 20.357 K Factor = 1.65 T.44 116 4.28 1 Utr 2.0 3.000 150 13.440 to 0.0 2.000 0.0 H.26 116 4.28 0.862 0.0 5.000 0.0130 0.065 Vel = 2.35 H.26 116 0.0 1 Utr 2.0 8.000 150 13.505 to 0.0 2.000 0.0 H.22 116 4.28 0.862 0.0 10.000 0.0129 0.129 Vel = 2.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 8 SELECT HOMES PLAN 3112 GL - One Head Calculation (H.28) 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.22 116 0.0 1 Utr 2.0 15.000 150 13.634 to 0.0 2.000 0.0 H.17 116 4.28 0.862 0.0 17.000 0.0129 0.219 Vel = 2.35 H.17 116 0.0 1 Utr 2.0 9.000 150 13.853 to 0.0 2.000 0.0 H.11 116 4.28 0.862 0.0 11.000 0.0129 0.142 Vel = 2.35 H.11 116 0.0 1 Utr 2.0 15.000 150 13.995 to 0.0 2.000 0.0 H.14 116 4.28 0.862 0.0 17.000 0.0129 0.220 Vel = 2.35 H.14 116 0.0 1 Utr 2.0 9.000 150 14.215 to 0.0 2.000 0.0 H.6 116 4.28 0.862 0.0 11.000 0.0129 0.142 Vel = 2.35 H.6 116 0.0 1 Utr 2.0 1.000 150 14.357 to 0.0 2.000 0.0 T.35 116 4.28 0.862 0.0 3.000 0.0130 0.039 Vel = 2.35 T.35 116 -0.50 1 2Utb 34.0 16.000 150 14.396 to 0.0 28.000 3.465 T.34 108 3.78 0.862 0.0 44.000 0.0103 0.453 Vel = 2.08 0.0 T.34 3.78 18.314 K Factor = 0.88 T.43 116 4.58 1 Utr 2.0 6.000 150 14.179 to 0.0 2.000 0.0 H.23 116 4.58 0.862 0.0 8.000 0.0146 0.117 Vel = 2.52 H.23 116 0.0 1 Utr 2.0 6.000 150 14.296 to 0.0 2.000 0.0 T.40 116 4.58 0.862 0.0 8.000 0.0148 0.118 Vel = 2.52 T.40 116 0.49 1 2Utb 34.0 15.000 150 14.414 to 0.0 28.000 3.465 T.39 108 5.07 0.862 0.0 43.000 0.0177 0.760 Vel = 2.79 0.0 T.39 5.07 18.639 K Factor = 1.17 T.41 108 1.78 1 Utr 2.0 21.000 150 17.748 to 0.0 2.000 0.0 T.46 108 1.78 0.862 0.0 23.000 0.0025 0.058 Vel = 0.98 T.46 108 0.0 1 0.0 9.000 150 17.806 to 0.0 0.0 0.0 H.33 108 1.78 0.862 0.0 9.000 0.0027 0.024 Vel = 0.98 H.33 108 0.0 1 Utr 2.0 13.000 150 17.830 to 0.0 2.000 0.0 H.29 108 1.78 0.862 0.0 15.000 0.0025 0.038 Vel = 0.98 H.29 108 0.0 1 Utr 2.0 14.000 150 17.868 to 0.0 2.000 0.0 H.24 108 1.78 0.862 0.0 16.000 0.0026 0.041 Vel = 0.98 H.24 108 0.0 1 Utr 2.0 1.000 150 17.909 to 0.0 2.000 0.0 T.42 108 1.78 0.862 0.0 3.000 0.0027 0.008 Vel = 0.98 0.0 T.42 1.78 17.917 K Factor = 0.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 9 SELECT HOMES PLAN 3112 GL - One Head Calculation (H.28) 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.35 116 0.49 1 Utr 2.0 9.000 150 14.396 to 0.0 2.000 0.0 HA 116 0.49 0.862 0.0 11.000 0.0002 0.002 Vel = 0.27 HA 116 0.0 1 Utr 2.0 14.000 150 14.398 to 0.0 2.000 0.0 H.5 116 0.49 0.862 0.0 16.000 0.0002 0.004 Vel = 0.27 H.5 116 0.0 1 Utr 2.0 7.000 150 14.402 to 0.0 2.000 0.0 T.36 116 0.49 0.862 0.0 9.000 0.0002 0.002 Vel = 0.27 T.36 116 0.0 1 Utr 2.0 6.000 150 14.404 to 0.0 2.000 0.0 H.15 116 0.49 0.862 0.0 8.000 0.0002 0.002 Vel = 0.27 H.15 116 0.0 1 Utr 2.0 6.000 150 14.406 to 0.0 2.000 0.0 H.16 116 0.49 0.862 0.0 8.000 0.0002 0.002 Vel = 0.27 H.16 116 0.0 1 Utr 2.0 6.000 150 14.408 to 0.0 2.000 0.0 T.38 116 0.49 0.862 0.0 8.000 0.0002 0.002 Vel = 0.27 T.38 116 0.0 1 Utr 2.0 3.000 150 14.410 to 0.0 2.000 0.0 H.21 116 0.49 0.862 0.0 5.000 0.0002 0.001 Vel = 0.27 H.21 116 0.0 1 Utr 2.0 10.000 150 14.411 to 0.0 2.000 0.0 T.40 116 0.49 0.862 0.0 12.000 0.0002 0.003 Vel = 0.27 0.0 T.40 0.49 14.414 K Factor = 0.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WASHINGTON STATE ■ CERTIFICATE OF COMPETENCY a 2 FIRE PROTECTION SPRINKLER SYSTEMS an Thomas Gill 7678-0409-A Level 1 ■ Advanced Plumoing 11,LL91as ■ ■ ADVANP1838J0 '.0 ■ ■ ■ ■ � E><p1�es ■ � tC 31,2Z ■ ti i� .............�������n��i ANOW DESIGN Advanced Plumbing & Heating sales.advancedplumbing@gmail.com 1822 Bickford Ave Suite #D Snohomish, WA 98290 206-734-9121 Job Name SELECT HOMES PLAN 3112 GL - Two Head Calculation (H.31 & H.32) Drawing Location EDMONDS WA Remote Area Contract 181030-01 Data File 181030-01 Select Homes Plan 3112 GL - REV 1.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Advanced Plumbing & Heating Page 1 SELECT HOMES PLAN 3112 GL - Two Head Calculation (H.31 & H.32) Date 5/24/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT HOMES PLAN 3112 GL Location - EDMONDS WA Building - Contractor - ADVANCED PLUMBING Calculated By - THOMAS GILL Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 05-24-2022 System No. - Contract No. - 181030-01 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 - 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 20.0117 Psi Required 38.08 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 PLAN 3112 GL - Two Head Calculation (H.31 & H.32) 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 : 20.012 C2 - Residual Flow 500 D2 - System Pressure 38.078 Hose ( Demand ) D3 - System Demand : 20.012 Safety Margin 16.831 150 140 130 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 PLAN 3112 GL - Two Head Calculation (H.31 & H.32) 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 PLAN 3112 GL - Two Head Calculation (H.31 & H.32) 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 20.01 38.078 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.31 116.0 3 11.11 10.0 H.30 116.0 11.64 H.28 116.0 12.3 T.45 116.0 12.51 H.25 116.0 12.84 T.44 116.0 13.29 T.41 108.0 17.38 H.20 108.0 17.57 H.10 108.0 17.72 H.3 108.0 17.99 T.34 108.0 18.04 H.2 108.0 18.33 H.1 108.0 18.99 H.7 108.0 19.6 H.12 108.0 19.93 T.37 108.0 20.74 S.1 104.0 23.18 MTR 100.0 34.81 STR 100.0 38.08 H.32 116.0 3 11.14 10.01 H.27 116.0 12.88 T.43 116.0 13.23 T.42 108.0 17.41 H.19 108.0 17.6 H.9 108.0 17.84 H.8 108.0 18.05 H.18 108.0 18.29 T.39 108.0 18.36 H.13 108.0 19.39 H.23 116.0 13.52 T.40 116.0 13.81 H.26 116.0 13.33 H.22 116.0 13.42 H.17 116.0 13.56 HA 1 116.0 13.65 H.14 116.0 13.8 H.6 116.0 13.89 T.35 116.0 13.91 H.21 116.0 13.82 T.38 116.0 13.83 H.16 116.0 13.84 H.15 116.0 13.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Advanced Plumbing & Heating Page 5 SELECT HOMES PLAN 3112 GL - Two Head Calculation (H.31 & H.32) Date 5/24/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.36 116.0 13.86 H.5 116.0 13.88 HA 116.0 13.9 T.46 108.0 17.39 H.33 108.0 17.4 H.29 108.0 17.4 H.24 108.0 17.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 Advanced Plumbing & Heating Page 6 SELECT HOMES PLAN 3112 GL - Two Head Calculation (H.31 & H.32) 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.31 116 3.00 8.01 1 Utr 2.0 11.000 150 11.110 to 0.0 2.000 0.0 H.30 116 8.01 0.862 0.0 13.000 0.0412 0.535 Vel = 4.40 H.30 116 0.0 1 Utr 2.0 14.000 150 11.645 to 0.0 2.000 0.0 H.28 116 8.01 0.862 0.0 16.000 0.0412 0.659 Vel = 4.40 H.28 116 0.0 1 Utr 2.0 3.000 150 12.304 to 0.0 2.000 0.0 T.45 116 8.01 0.862 0.0 5.000 0.0412 0.206 Vel = 4.40 T.45 116 0.0 1 Utr 2.0 6.000 150 12.510 to 0.0 2.000 0.0 H.25 116 8.01 0.862 0.0 8.000 0.0411 0.329 Vel = 4.40 H.25 116 0.0 1 Utr 2.0 9.000 150 12.839 to 0.0 2.000 0.0 T.44 116 8.01 0.862 0.0 11.000 0.0412 0.453 Vel = 4.40 T.44 116 -3.39 1 2Utb 34.0 14.000 150 13.292 to 0.0 28.000 3.465 T.41 108 4.62 0.862 0.0 42.000 0.0149 0.626 Vel = 2.54 T.41 108 -0.66 1 Utr 2.0 15.000 150 17.383 to 0.0 2.000 0.0 H.20 108 3.96 0.862 0.0 17.000 0.0112 0.190 Vel = 2.18 H.20 108 0.0 1 Utr 2.0 11.000 150 17.573 to 0.0 2.000 0.0 H.10 108 3.96 0.862 0.0 13.000 0.0112 0.146 Vel = 2.18 H.10 108 0.0 1 Utr 2.0 22.000 150 17.719 to 0.0 2.000 0.0 H.3 108 3.96 0.862 0.0 24.000 0.0112 0.268 Vel = 2.18 H.3 108 0.0 1 Utr 2.0 3.000 150 17.987 to 0.0 2.000 0.0 T.34 108 3.96 0.862 0.0 5.000 0.0112 0.056 Vel = 2.18 T.34 108 4.66 1 0.0 6.000 150 18.043 to 0.0 0.0 0.0 H.2 108 8.62 0.862 0.0 6.000 0.0473 0.284 Vel = 4.74 H.2 108 0.0 1 Utr 2.0 12.000 150 18.327 to 0.0 2.000 0.0 H.1 108 8.62 0.862 0.0 14.000 0.0472 0.661 Vel = 4.74 H.1 108 0.0 1 Utr 2.0 11.000 150 18.988 to 0.0 2.000 0.0 H.7 108 8.62 0.862 0.0 13.000 0.0472 0.614 Vel = 4.74 H.7 108 0.0 1 Utr 2.0 5.000 150 19.602 to 0.0 2.000 0.0 H.12 108 8.62 0.862 0.0 7.000 0.0473 0.331 Vel = 4.74 H.12 108 0.0 1 Utb 17.0 3.000 150 19.933 to 0.0 14.000 0.0 T.37 108 8.62 0.862 0.0 17.000 0.0472 0.803 Vel = 4.74 T.37 108 11.39 1.25 T 2.44 6.000 150 20.736 to 0.0 2.440 1.732 S.1 104 20.01 1.054 0.0 8.440 0.0842 0.711 Vel = 7.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 7 SELECT HOMES PLAN 3112 GL - Two Head Calculation (H.31 & H.32) 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 S.1 104 0.0 1.5 2E 3.443 180.000 150 23.179 to 0.0 3.443 4.732 * * Fixed Loss = 3 MTR 100 20.01 1.244 0.0 183.443 0.0376 6.895 Vel = 5.28 MTR 100 0.0 1 E 2.336 20.000 150 34.806 to T 5.841 9.345 0.0 STIR 100 20.01 0.995 G 1.168 29.345 0.1115 3.272 Vel = 8.26 0.0 STIR 20.01 38.078 K Factor = 3.24 H.31 116 2.00 1 0.0 9.000 150 11.110 to 0.0 0.0 0.0 H.32 116 2.0 0.862 0.0 9.000 0.0031 0.028 Vel = 1.10 H.32 116 3.00 10.01 1 Utr 2.0 18.000 150 11.138 to 0.0 2.000 0.0 H.27 116 12.01 0.862 0.0 20.000 0.0872 1.744 Vel = 6.60 H.27 116 0.0 1 Utr 2.0 2.000 150 12.882 to 0.0 2.000 0.0 T.43 116 12.01 0.862 0.0 4.000 0.0872 0.349 Vel = 6.60 T.43 116 -7.44 1 2Utb 34.0 21.000 150 13.231 to 0.0 28.000 3.465 T.42 108 4.57 0.862 0.0 49.000 0.0146 0.713 Vel = 2.51 T.42 108 0.65 1 Utr 2.0 8.000 150 17.409 to 0.0 2.000 0.0 H.19 108 5.22 0.862 0.0 10.000 0.0187 0.187 Vel = 2.87 H.19 108 0.0 1 Utr 2.0 11.000 150 17.596 to 0.0 2.000 0.0 H.9 108 5.22 0.862 0.0 13.000 0.0188 0.244 Vel = 2.87 H.9 108 0.0 1 Utr 2.0 9.000 150 17.840 to 0.0 2.000 0.0 H.8 108 5.22 0.862 0.0 11.000 0.0186 0.205 Vel = 2.87 H.8 108 0.0 1 Utr 2.0 11.000 150 18.045 to 0.0 2.000 0.0 H.18 108 5.22 0.862 0.0 13.000 0.0187 0.243 Vel = 2.87 H.18 108 0.0 1 0.0 4.000 150 18.288 to 0.0 0.0 0.0 T.39 108 5.22 0.862 0.0 4.000 0.0188 0.075 Vel = 2.87 T.39 108 6.17 1 Utr 2.0 11.000 150 18.363 to 0.0 2.000 0.0 H.13 108 11.39 0.862 0.0 13.000 0.0791 1.028 Vel = 6.26 H.13 108 0.0 1 Utb 17.0 1.000 150 19.391 to Utr 2.0 16.000 0.0 T.37 108 11.39 0.862 0.0 17.000 0.0791 1.345 Vel = 6.26 0.0 T.37 11.39 20.736 K Factor = 2.50 T.43 116 7.44 1 Utr 2.0 6.000 150 13.231 to 0.0 2.000 0.0 H.23 116 7.44 0.862 0.0 8.000 0.0359 0.287 Vel = 4.09 H.23 116 0.0 1 Utr 2.0 6.000 150 13.518 to 0.0 2.000 0.0 T.40 116 7.44 0.862 0.0 8.000 0.0360 0.288 Vel = 4.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating Page 8 SELECT HOMES PLAN 3112 GL - Two Head Calculation (H.31 & H.32) 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.40 116 -1.28 1 2Utb 34.0 15.000 150 13.806 to 0.0 28.000 3.465 T.39 108 6.16 0.862 0.0 43.000 0.0254 1.092 Vel = 3.39 0.0 T.39 6.16 18.363 K Factor = 1.44 T.44 116 to H.26 116 H.26 116 to H.22 116 H.22 116 to H.17 116 H.17 116 to H.11 116 H.11 116 to H.14 116 H.14 116 to H.6 116 H.6 116 to T.35 116 3.38 1 Utr 2.0 3.000 0.0 2.000 3.38 0.862 0.0 5.000 0.0 1 Utr 2.0 8.000 0.0 2.000 3.38 0.862 0.0 10.000 0.0 1 Utr 2.0 15.000 0.0 2.000 3.38 0.862 0.0 17.000 0.0 1 Utr 2.0 9.000 0.0 2.000 3.38 0.862 0.0 11.000 0.0 1 Utr 2.0 15.000 0.0 2.000 3.38 0.862 0.0 17.000 0.0 1 Utr 2.0 9.000 0.0 2.000 3.38 0.862 0.0 11.000 0.0 1 Utr 2.0 1.000 0.0 2.000 3.38 0.862 0.0 3.000 150 13.292 0.0 0.0084 0.042 Vel = 1.86 150 13.334 0.0 0.0084 0.084 Vel = 1.86 150 13.418 0.0 0.0084 0.142 Vel = 1.86 150 13.560 0.0 0.0085 0.093 Vel = 1.86 150 13.653 0.0 0.0084 0.142 Vel = 1.86 150 13.795 0.0 0.0084 0.092 Vel = 1.86 150 13.887 0.0 0.0083 0.025 Vel = 1.86 T.35 116 1.28 1 2Utb 34.0 16.000 150 13.912 to 0.0 28.000 3.465 T.34 108 4.66 0.862 0.0 44.000 0.0151 0.666 Vel = 2.56 T.34 T.40 116 to H.21 116 H.21 116 to T.38 116 T.38 116 to H.16 116 H.16 116 to H.15 116 0.0 4.66 1.28 1 Utr 2.0 10.000 0.0 2.000 1.28 0.862 0.0 12.000 0.0 1 Utr 2.0 3.000 0.0 2.000 1.28 0.862 0.0 5.000 0.0 1 Utr 2.0 6.000 0.0 2.000 1.28 0.862 0.0 8.000 0.0 1 Utr 2.0 6.000 0.0 2.000 1.28 0.862 0.0 8.000 18.043 K Factor = 1.10 150 13.806 0.0 0.0014 0.017 Vel = 0.70 150 13.823 0.0 0.0014 0.007 Vel = 0.70 150 13.830 0.0 0.0014 0.011 Vel = 0.70 150 13.841 0.0 0.0014 0.011 Vel = 0.70 H.15 116 0.0 1 Utr 2.0 6.000 150 13.852 to 0.0 2.000 0.0 T.36 116 1.28 0.862 0.0 8.000 0.0014 0.011 Vel = 0.70 T.36 116 0.0 1 Utr 2.0 7.000 150 13.863 to 0.0 2.000 0.0 H.5 116 1.28 0.862 0.0 9.000 0.0013 0.012 Vel = 0.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Advanced Plumbing & Heating SELECT HOMES PLAN 3112 GL - Two Head Calculation (H.31 & H.32) Page 9 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.5 116 0.0 1 Utr 2.0 14.000 150 13.875 to 0.0 2.000 0.0 HA 116 1.28 0.862 0.0 16.000 0.0014 0.022 Vel = 0.70 HA 116 0.0 1 Utr 2.0 9.000 150 13.897 to 0.0 2.000 0.0 T.35 116 1.28 0.862 0.0 11.000 0.0014 0.015 Vel = 0.70 0.0 T.35 1.28 13.912 K Factor = 0.34 T.41 108 0.66 1 Utr 2.0 21.000 150 17.383 to 0.0 2.000 0.0 T.46 108 0.66 0.862 0.0 23.000 0.0004 0.009 Vel = 0.36 T.46 108 0.0 1 0.0 9.000 150 17.392 to 0.0 0.0 0.0 H.33 108 0.66 0.862 0.0 9.000 0.0004 0.004 Vel = 0.36 H.33 108 0.0 1 Utr 2.0 13.000 150 17.396 to 0.0 2.000 0.0 H.29 108 0.66 0.862 0.0 15.000 0.0004 0.006 Vel = 0.36 H.29 108 0.0 1 Utr 2.0 14.000 150 17.402 to 0.0 2.000 0.0 H.24 108 0.66 0.862 0.0 16.000 0.0004 0.006 Vel = 0.36 H.24 108 0.0 1 Utr 2.0 1.000 150 17.408 to 0.0 2.000 0.0 T.42 108 0.66 0.862 0.0 3.000 0.0003 0.001 Vel = 0.36 0.0 T.42 0.66 17.409 K Factor = 0.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087