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FIR2022-0053+Calculations+5.25.2022_7.07.24_AM+2891888INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: RECEIVED ----------------------------- WASHINOTCN STATE May 26 2022 ■ CERTIFICATE OF OOMPETENCY ■ FIR2022-0053 FIRE lR4TECT14N 9PRIWICLER slrsTEMS CITY OF EDMONDS ■ DEVELOPMENT SERVICES ' Devon William Belknap ' DEPARTMENT : 9316-0919-A Level1 ■ Rainier View Rooter, LLC a; ■ RAINIVR942DF■ ■ E-pl ■ ■ ■ >Iigna[urc oeca�.ss ■ ----------------------------, REVIEWED CITY OF EDMONDS Rainier View Plumbing & Rooter firesprinklers@rainierviewrooter.com 13117 Canyon Rd E Puyallup, WA 98373 253-435-1996 Job Name ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - One Head Calculation (H. Drawing RESIDENTIAL Location 8713 240TH ST SW BOTHELL WA Remote Area 1 Contract 220520-02 Data File 220520-02 Adamant Homes Jodar Lot 2 Plan 707 GR.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Rainier View Plumbing & Rooter Page 1 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - One Head Calculation (H.9) Date 5/20/2022 H0#1&jVj ft NFORMATION SHEET NamdMayA2 022HOMES JODAR LOT 2 PLAN 707 GR Date - 05-20-2022 LocatdV10FEDm15kaHELL WA Bui�_ E�Ts���DENTIAL System No. - 1 ARTME Contractor - LAKESIDE PLUMBING Contract No. - 220520-02 Calculated By - DEVON BELKNAP 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 29.67 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) - 65 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 Rainier View Plumbing & Rooter ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - One Head Calculation (H.9) Page 2 Date 5/20/2022 p Demand: MSC sJ?ressure 65 D1 - Elevation 6.930 dddal Pressure: 20 D2 - System Flow : 16.995 cITCr2F-Eftglual Flow 500 D2 - System Pressure 29.666 DEVELOPMENT SERVICES DEPARTMENT Hose (Demand ) D3 - System Demand : 16.995 Safety Margin 35.248 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 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 Rainier View Plumbing & Rooter ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - One Head Calculation (H.9) FAKU:(N- 1V F n May 26 2022 E X0�' FSEt_andard Elbow G DEVELciT�hE�li�sW&,\6;alve 2 1 2 1 2 1 3 1 4 1 5 1 6 1 T rMARMUrru Tee 3 4 5 6 8 10 12 Utb Aquapex Tee - Branch 2 17 14 9 12 17 0 Utr * Aquapex Tee - Run 1 2 2 4 2 1 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Page 3 Date 5/20/2022 7 8 10 12 14 18 22 27 35 40 45 50 61 1 1 2 2 3 4 5 6 7 8 10 11 13 15 17 20 25 30 35 50 60 71 81 91 101 121 0 0 0 0 0 0 0 0 0 0 0 0 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 Rainier View Plumbing & Rooter Page 4 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - One Head Calculation (H.9) Date 5/20/2022 RECEIVED SUPPLY ANALYSIS Nod"�ty 26 2&,tic Residual Available Sou sure Pressure Flow Pressure Total Demand Required Pressure riTv no onnnnninc DEVELOPMENT SERVICES STIR DEPARTMENT 65.0 20 500.0 64.914 17.0 29.666 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H.9 116.0 4.9 12.03 H.5 116.0 12.76 T.34 116.0 12.93 T.35 116.0 13.23 T.33 108.0 17.39 H.3 108.0 17.44 HA 108.0 17.67 H.15 108.0 17.92 H.16 108.0 18.14 H.18 108.0 18.24 H.24 108.0 18.39 T.45 108.0 18.71 S.1 104.0 21.47 MTR 100.0 27.25 STR 100.0 29.67 H.19 116.0 12.72 H.20 116.0 13.16 T.43 116.0 13.6 T.44 108.0 18.38 H.6 116.0 13.28 H.7 116.0 13.38 H.8 116.0 13.5 H.23 116.0 13.65 T.40 116.0 13.72 T.38 108.0 17.37 H.13 108.0 17.4 T.42 108.0 17.45 T.46 108.0 17.48 H.32 108.0 17.5 H.28 108.0 17.52 H.25 108.0 17.56 T.39 108.0 17.57 H.14 108.0 17.84 H.27 116.0 13.62 H.29 116.0 13.67 H.30 116.0 13.71 H.31 116.0 13.74 T.41 116.0 13.79 H.22 116.0 13.73 H.17 116.0 13.74 T.36 116.0 13.75 H.11 116.0 13.76 17.0 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Rainier View Plumbing & Rooter Page 5 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - One Head Calculation (H.9) Date 5/20/2022 RECEIVED NODE ANALYSIS (cont.) IVII��( 26 2(�.� Type Node Node T Pressure Discharge Node Node Notes ation e r iTv nr rnnnnninc at at DEVELOPMENT SERVICES H.1 DEPARTMENT 116.0 13.76 T.37 116.0 13.77 H.21 116.0 13.78 H.12 108.0 17.38 H.1 108.0 17.38 H.2 108.0 17.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 Rainier View Plumbing & Rooter Page 6 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - One Head Calculation (H.9) Date 5/20/2022 Qa Nom Fitting Pipe CFact Pt ftffCbVEb or Ftng's Pe ******* Notes ****** No12ay9v02jact Qt Act Eqv. Ln. Total Pf/Ft Pf CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H.9 116 4.90 8.18 1 Utr 2.0 15.000 150 12.030 to 0.0 2.000 0.0 H.5 116 8.18 0.862 0.0 17.000 0.0429 0.730 Vel = 4.50 H.5 116 0.0 1 Utr 2.0 2.000 150 12.760 to 0.0 2.000 0.0 T.34 116 8.18 0.862 0.0 4.000 0.0428 0.171 Vel = 4.50 T.34 116 to T.35 116 T.35 116 to T.33 108 0.0 1 Utr 2.0 5.000 0.0 2.000 8.18 0.862 0.0 7.000 -3.49 1 2Utb 34.0 17.000 0.0 28.000 4.69 0.862 0.0 45.000 150 12.931 0.0 0.0430 0.301 Vel = 4.50 150 13.232 3.465 0.0153 0.689 Vel = 2.58 T.33 108 0.57 1 0.0 3.000 150 17.386 to 0.0 0.0 0.0 H.3 108 5.26 0.862 0.0 3.000 0.0190 0.057 Vel = 2.89 H.3 108 0.0 1 Utr 2.0 10.000 150 17.443 to 0.0 2.000 0.0 HA 108 5.26 0.862 0.0 12.000 0.0189 0.227 Vel = 2.89 HA 108 0.0 1 Utr 2.0 11.000 150 17.670 to 0.0 2.000 0.0 H.15 108 5.26 0.862 0.0 13.000 0.0190 0.247 Vel = 2.89 H.15 108 0.0 1 Utr 2.0 10.000 150 17.917 to 0.0 2.000 0.0 H.16 108 5.26 0.862 0.0 12.000 0.0189 0.227 Vel = 2.89 H.16 108 0.0 1 Utr 2.0 3.000 150 18.144 to 0.0 2.000 0.0 H.18 108 5.26 0.862 0.0 5.000 0.0190 0.095 Vel = 2.89 H.18 108 0.0 1 Utr 2.0 6.000 150 18.239 to 0.0 2.000 0.0 H.24 108 5.26 0.862 0.0 8.000 0.0190 0.152 Vel = 2.89 H.24 108 0.0 1 Utb 17.0 3.000 150 18.391 to 0.0 14.000 0.0 T.45 108 5.26 0.862 0.0 17.000 0.0189 0.322 Vel = 2.89 T.45 108 to S.1 104 S.1 104 to MTR 100 MTR 100 to STIR 100 STIR H.9 116 to H.19 116 H.19 116 to H.20 116 11.74 1.25 T 2.44 14.000 0.0 2.440 17.0 1.054 0.0 16.440 0.0 1.5 2E 12.089120.000 0.0 12.088 17.0 1.61 0.0 132.088 0.0 1 E 2.336 20.000 T 5.841 9.345 17.0 0.995 G 1.168 29.345 0.0 17.00 150 18.713 1.732 0.0623 1.024 Vel = 6.25 150 21.469 4.732 * * Fixed Loss = 3 0.0079 1.046 Vel = 2.68 150 27.247 0.0 0.0824 2.419 Vel = 7.01 29.666 K Factor = 3.12 8.81 1 Utr 2.0 12.000 150 12.030 0.0 2.000 0.0 8.81 0.862 0.0 14.000 0.0491 0.688 Vel = 4.84 0.0 1 Utr 2.0 7.000 150 12.718 0.0 2.000 0.0 8.81 0.862 0.0 9.000 0.0492 0.443 Vel = 4.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Rainier View Plumbing & Rooter Page 7 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - One Head Calculation (H.9) Date 5/20/2022 ftffCbVEb Qa Nom Fitting Pipe CFact Pt or Ftng's Pe ******* Notes ****** No12ay�v02jact Qt Act Eqv. Ln. Total Pf/Ft Pf CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H.20 116 0.0 1 Utr 2.0 7.000 150 13.161 to 0.0 2.000 0.0 T.43 116 8.81 0.862 0.0 9.000 0.0491 0.442 Vel = 4.84 T.43 116 -2.01 1 2Utb 34.0 15.000 150 13.603 to 0.0 28.000 3.465 T.44 108 6.8 0.862 0.0 43.000 0.0305 1.311 Vel = 3.74 T.44 108 4.93 1 Utr 2.0 2.000 150 18.379 to 0.0 2.000 0.0 T.45 108 11.73 0.862 0.0 4.000 0.0835 0.334 Vel = 6.45 0.0 T.45 11.73 18.713 K Factor = 2.71 T.35 116 3.49 1 Utr 2.0 3.000 150 13.232 to 0.0 2.000 0.0 H.6 116 3.49 0.862 0.0 5.000 0.0088 0.044 Vel = 1.92 H.6 116 0.0 1 Utr 2.0 10.000 150 13.276 to 0.0 2.000 0.0 H.7 116 3.49 0.862 0.0 12.000 0.0089 0.107 Vel = 1.92 H.7 116 0.0 1 Utr 2.0 11.000 150 13.383 to 0.0 2.000 0.0 H.8 116 3.49 0.862 0.0 13.000 0.0088 0.115 Vel = 1.92 H.8 116 0.0 1 Utr 2.0 15.000 150 13.498 to 0.0 2.000 0.0 H.23 116 3.49 0.862 0.0 17.000 0.0089 0.151 Vel = 1.92 H.23 116 0.0 1 Utr 2.0 6.000 150 13.649 to 0.0 2.000 0.0 T.40 116 3.49 0.862 0.0 8.000 0.0089 0.071 Vel = 1.92 T.40 116 -1.14 1 2Utb 34.0 16.000 150 13.720 to 0.0 28.000 3.465 T.38 108 2.35 0.862 0.0 44.000 0.0043 0.188 Vel = 1.29 T.38 108 -0.57 1 Utr 2.0 9.000 150 17.373 to 0.0 2.000 0.0 H.13 108 1.78 0.862 0.0 11.000 0.0025 0.028 Vel = 0.98 H.13 108 0.0 1 Utr 2.0 16.000 150 17.401 to 0.0 2.000 0.0 T.42 108 1.78 0.862 0.0 18.000 0.0026 0.046 Vel = 0.98 T.42 108 0.0 1 Utr 2.0 11.000 150 17.447 to 0.0 2.000 0.0 T.46 108 1.78 0.862 0.0 13.000 0.0025 0.033 Vel = 0.98 T.46 108 0.0 1 0.0 7.000 150 17.480 to 0.0 0.0 0.0 H.32 108 1.78 0.862 0.0 7.000 0.0026 0.018 Vel = 0.98 H.32 108 0.0 1 Utr 2.0 8.000 150 17.498 to 0.0 2.000 0.0 H.28 108 1.78 0.862 0.0 10.000 0.0025 0.025 Vel = 0.98 H.28 108 0.0 1 Utr 2.0 13.000 150 17.523 to 0.0 2.000 0.0 H.25 108 1.78 0.862 0.0 15.000 0.0026 0.039 Vel = 0.98 H.25 108 0.0 1 Utr 2.0 3.000 150 17.562 to 0.0 2.000 0.0 T.39 108 1.78 0.862 0.0 5.000 0.0024 0.012 Vel = 0.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Rainier View Plumbing & Rooter Page 8 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - One Head Calculation (H.9) Date 5/20/2022 Qa Nom Fitting Pipe CFact Pt ftffCbVEb or Ftng's Pe ******* Notes ****** No12ay�v02jact Qt Act Eqv. Ln. Total Pf/Ft Pf CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT T.39 108 3.15 1 Utr 2.0 14.000 150 17.574 to 0.0 2.000 0.0 H.14 108 4.93 0.862 0.0 16.000 0.0168 0.269 Vel = 2.71 H.14 108 0.0 1 Utr 2.0 30.000 150 17.843 to 0.0 2.000 0.0 T.44 108 4.93 0.862 0.0 32.000 0.0168 0.536 Vel = 2.71 0.0 T.44 4.93 18.379 K Factor = 1.15 T.43 116 2.00 1 Utr 2.0 4.000 150 13.603 to 0.0 2.000 0.0 H.27 116 2.0 0.862 0.0 6.000 0.0032 0.019 Vel = 1.10 H.27 116 0.0 1 Utr 2.0 14.000 150 13.622 to 0.0 2.000 0.0 H.29 116 2.0 0.862 0.0 16.000 0.0032 0.051 Vel = 1.10 H.29 116 0.0 1 Utr 2.0 9.000 150 13.673 to 0.0 2.000 0.0 H.30 116 2.0 0.862 0.0 11.000 0.0032 0.035 Vel = 1.10 H.30 116 0.0 1 0.0 9.000 150 13.708 to 0.0 0.0 0.0 H.31 116 2.0 0.862 0.0 9.000 0.0032 0.029 Vel = 1.10 H.31 116 0.0 1 Utr 2.0 14.000 150 13.737 to 0.0 2.000 0.0 T.41 116 2.0 0.862 0.0 16.000 0.0032 0.051 Vel = 1.10 T.41 116 1.15 1 2Utb 34.0 16.000 150 13.788 to 0.0 28.000 3.465 T.39 108 3.15 0.862 0.0 44.000 0.0073 0.321 Vel = 1.73 0.0 T.39 3.15 17.574 K Factor = 0.75 T.40 116 1.14 1 0.0 7.000 150 13.720 to 0.0 0.0 0.0 H.22 116 1.14 0.862 0.0 7.000 0.0011 0.008 Vel = 0.63 H.22 116 0.0 1 Utr 2.0 6.000 150 13.728 to 0.0 2.000 0.0 H.17 116 1.14 0.862 0.0 8.000 0.0011 0.009 Vel = 0.63 H.17 116 0.0 1 Utr 2.0 7.000 150 13.737 to 0.0 2.000 0.0 T.36 116 1.14 0.862 0.0 9.000 0.0011 0.010 Vel = 0.63 T.36 116 0.0 1 Utr 2.0 5.000 150 13.747 to 0.0 2.000 0.0 H.11 116 1.14 0.862 0.0 7.000 0.0011 0.008 Vel = 0.63 H.11 116 0.0 1 Utr 2.0 3.000 150 13.755 to 0.0 2.000 0.0 H.10 116 1.14 0.862 0.0 5.000 0.0010 0.005 Vel = 0.63 H.10 116 0.0 1 Utr 2.0 3.000 150 13.760 to 0.0 2.000 0.0 T.37 116 1.14 0.862 0.0 5.000 0.0012 0.006 Vel = 0.63 T.37 116 0.0 1 Utr 2.0 9.000 150 13.766 to 0.0 2.000 0.0 H.21 116 1.14 0.862 0.0 11.000 0.0011 0.012 Vel = 0.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Rainier View Plumbing & Rooter Page 9 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - One Head Calculation (H.9) Date 5/20/2022 ftffCbVEb Qa Nom Fitting Pipe CFact Pt or Ftng's Pe ******* Notes ****** No12ay�v02jact Qt Act Eqv. Ln. Total Pf/Ft Pf CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H.21 116 0.0 1 Utr 2.0 6.000 150 13.778 to 0.0 2.000 0.0 T.41 116 1.14 0.862 0.0 8.000 0.0012 0.010 Vel = 0.63 0.0 T.41 1.14 13.788 K Factor = 0.31 T.38 108 to H.12 108 H.12 108 to H.1 108 H.1 108 to H.2 108 H.2 108 to T.33 108 T.33 0.57 1 Utr 2.0 4.000 0.0 2.000 0.57 0.862 0.0 6.000 0.0 1 Utr 2.0 11.000 0.0 2.000 0.57 0.862 0.0 13.000 0.0 1 Utr 2.0 10.000 0.0 2.000 0.57 0.862 0.0 12.000 0.0 1 Utr 2.0 9.000 0.0 2.000 0.57 0.862 0.0 11.000 0.0 0.57 150 17.373 0.0 0.0003 0.002 Vel = 0.31 150 17.375 0.0 0.0003 0.004 Vel = 0.31 150 17.379 0.0 0.0002 0.003 Vel = 0.31 150 17.382 0.0 0.0004 0.004 Vel = 0.31 17.386 K Factor = 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: RECEIVED ----------------------------� WASHIHGTGN STATE � 1 CERTIFICATE OF COMPETENCY May 26 2022 FIRE PROTECTION 9FRINKLER 9YSTEIi1S CITY OF EDMONDS 1 DEVELOPMENT SERVICES ' Devon William Belknap ' DEPARTMENT : 9316-0919-A Level1 ■ Rainier View Rooter, LLC o; 1 RAINIVR942DF� 1 1 1 I EfE�lrva I 1 signaturc oea�.sx 1 I ----------------------------� Rainier View Plumbing & Rooter firesprinklers@rainierviewrooter.com 13117 Canyon Rd E Puyallup, WA 98373 253-435-1996 Job Name ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - Two H Drawing RESIDENTIAL Location 8713 240TH ST SW BOTHELL WA Remote Area 1 Contract 220520-02 Data File 220520-02 Adamant Homes Jodar Lot 2 Plan 707 GR.wx2 H.7) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Rainier View Plumbing & Rooter Page 1 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - Two Head Calculation (H.8 & H.7) Date 5/20/2022 H0#1&jVj ft NFORMATION SHEET NamdMayA2 022HOMES JODAR LOT 2 PLAN 707 GR Date - 05-20-2022 LocatdV10FEDm15kaHELL WA Bui�_ E�Ts���DENTIAL System No. - 1 ARTME Contractor - LAKESIDE PLUMBING Contract No. - 220520-02 Calculated By - DEVON BELKNAP 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 - 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 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 26.0115 Psi Required 33.67 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) - 65 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 Rainier View Plumbing & Rooter ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - Two Head Calculation (H.8 & H.7) Page 2 Date 5/20/2022 p Demand: MSC sJ?ressure 65 D1 - Elevation 6.930 dddal Pressure: 20 D2 - System Flow : 26.012 cITCr2F-Eftglual Flow 500 D2 - System Pressure 33.675 DEVELOPMENT SERVICES DEPARTMENT Hose (Demand ) D3 - System Demand : 26.012 Safety Margin 31.136 150 140 130 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 Rainier View Plumbing & Rooter ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - Two Head Calculation (H.8 & H.7) FAKU:(N- 1V F n May 26 2022 E X0�' FSEt_andard Elbow G DEVELciT�hE�li�sW&,\6;alve 2 1 2 1 2 1 3 1 4 1 5 1 6 1 7 1 T rMARMUrru Tee 3 4 5 6 8 10 12 15 Utb Aquapex Tee - Branch 2 17 14 9 12 17 0 0 Utr * Aquapex Tee - Run 1 2 2 4 2 1 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Page 3 Date 5/20/2022 8 10 12 14 18 22 27 35 40 45 50 61 1 2 2 3 4 5 6 7 8 10 11 13 17 20 25 30 35 50 60 71 81 91 101 121 0 0 0 0 0 0 0 0 0 0 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 Rainier View Plumbing & Rooter Page 4 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - Two Head Calculation (H.8 & H.7) Date 5/20/2022 RECEIVED SUPPLY ANALYSIS Nod"�ty 26 2&,tic Residual Available Sou sure Pressure Flow Pressure Total Demand Required Pressure riTv no onnnnninc DEVELOPMENT SERVICES STIR DEPARTMENT 65.0 20 500.0 64.81 26.01 33.675 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H.8 116.0 4.9 7.04 13.0 H.23 116.0 8.54 T.40 116.0 9.24 T.38 108.0 13.76 H.13 108.0 13.89 T.42 108.0 14.1 T.46 108.0 14.26 H.32 108.0 14.34 H.28 108.0 14.45 H.25 108.0 14.63 T.39 108.0 14.69 H.14 108.0 15.35 T.44 108.0 16.67 T.45 108.0 17.35 S.1 104.0 21.33 MTR 100.0 28.36 STR 100.0 33.67 H.7 116.0 4.9 7.05 13.01 H.6 116.0 8.43 T.35 116.0 9.0 T.33 108.0 13.88 H.3 108.0 14.03 HA 108.0 14.63 H.15 108.0 15.27 H.16 108.0 15.86 H.18 108.0 16.11 H.24 108.0 16.51 T.34 116.0 9.23 H.5 116.0 9.36 H.9 116.0 9.91 H.19 116.0 10.36 H.20 116.0 10.65 T.43 116.0 10.94 H.22 116.0 9.41 H.17 116.0 9.61 T.36 116.0 9.84 H.11 116.0 10.01 H.10 116.0 10.14 T.37 116.0 10.26 H.21 116.0 10.53 T.41 116.0 10.73 H.12 108.0 13.78 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Rainier View Plumbing & Rooter Page 5 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - Two Head Calculation (H.8 & H.7) Date 5/20/2022 RECEIVED NODE ANALYSIS (cont.) IVII��( 26 2(�.� Type Node Node T Pressure Discharge Node Node Notes ation e r iTv nr rnnnnninc at at DEVELOPMENT SERVICES H.1 DEPARTMENT 108.0 13.82 H.2 108.0 13.85 H.31 116.0 10.79 H.30 116.0 10.82 H .29 116.0 10.86 H.27 116.0 10.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 Rainier View Plumbing & Rooter Page 6 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - Two Head Calculation (H.8 & H.7) Date 5/20/2022 Qa Nom Fitting Pipe CFact Pt ftffCbVEb or Ftng's Pe ******* Notes ****** No12ay9v02jact Qt Act Eqv. Ln. Total Pf/Ft Pf CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H.8 116 4.90 12.07 1 Utr 2.0 15.000 150 7.040 to 0.0 2.000 0.0 H.23 116 12.07 0.862 0.0 17.000 0.0881 1.497 Vel = 6.64 H.23 116 0.0 1 Utr 2.0 6.000 150 8.537 to 0.0 2.000 0.0 T.40 116 12.07 0.862 0.0 8.000 0.0880 0.704 Vel = 6.64 T.40 116 -6.09 1 2Utb 34.0 16.000 150 9.241 to 0.0 28.000 3.465 T.38 108 5.98 0.862 0.0 44.000 0.0240 1.056 Vel = 3.29 T.38 108 -1.92 1 Utr 2.0 9.000 150 13.762 to 0.0 2.000 0.0 H.13 108 4.06 0.862 0.0 11.000 0.0117 0.129 Vel = 2.23 H.13 108 0.0 1 Utr 2.0 16.000 150 13.891 to 0.0 2.000 0.0 T.42 108 4.06 0.862 0.0 18.000 0.0117 0.211 Vel = 2.23 T.42 108 0.0 1 Utr 2.0 11.000 150 14.102 to 0.0 2.000 0.0 T.46 108 4.06 0.862 0.0 13.000 0.0118 0.153 Vel = 2.23 T.46 108 0.0 1 0.0 7.000 150 14.255 to 0.0 0.0 0.0 H.32 108 4.06 0.862 0.0 7.000 0.0117 0.082 Vel = 2.23 H.32 108 0.0 1 Utr 2.0 8.000 150 14.337 to 0.0 2.000 0.0 H.28 108 4.06 0.862 0.0 10.000 0.0117 0.117 Vel = 2.23 H.28 108 0.0 1 Utr 2.0 13.000 150 14.454 to 0.0 2.000 0.0 H.25 108 4.06 0.862 0.0 15.000 0.0117 0.176 Vel = 2.23 H.25 108 0.0 1 Utr 2.0 3.000 150 14.630 to 0.0 2.000 0.0 T.39 108 4.06 0.862 0.0 5.000 0.0118 0.059 Vel = 2.23 T.39 108 3.96 1 Utr 2.0 14.000 150 14.689 to 0.0 2.000 0.0 H.14 108 8.02 0.862 0.0 16.000 0.0413 0.661 Vel = 4.41 H.14 108 to T.44 108 T.44 108 to T.45 108 T.45 108 to S.1 104 S.1 104 to MTR 100 MTR 100 to STIR 100 0.0 1 Utr 2.0 30.000 150 15.350 0.0 2.000 0.0 8.02 0.862 0.0 32.000 0.0413 1.322 Vel = 4.41 9.15 1 Utr 2.0 2.000 0.0 2.000 17.17 0.862 0.0 4.000 8.84 1.25 T 2.44 14.000 0.0 2.440 26.01 1.054 0.0 16.440 0.0 1.5 2E 12.089 120.000 0.0 12.088 26.01 1.61 0.0 132.088 0.0 1 E 2.336 20.000 T 5.841 9.345 26.01 0.995 G 1.168 29.345 150 16.672 0.0 0.1690 0.676 Vel = 9.44 150 17.348 1.732 0.1369 2.250 Vel = 9.56 150 21.330 4.732 * * Fixed Loss = 3 0.0174 2.297 Vel = 4.10 150 28.359 0.0 0.1812 5.316 Vel = 10.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Rainier View Plumbing & Rooter Page 7 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - Two Head Calculation (H.8 & H.7) Date 5/20/2022 Qa Nom Fitting Pipe CFact Pt ftffCbVEb or Ftng's Pe ******* Notes ****** No12ay9v02jact Qt Act Eqv. Ln. Total Pf/Ft Pf CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0.0 STIR 26.01 33.675 K Factor = 4.48 H.8 116 0.93 1 Utr 2.0 11.000 150 7.040 to 0.0 2.000 0.0 H.7 116 0.93 0.862 0.0 13.000 0.0008 0.010 Vel = 0.51 H.7 116 4.90 13.01 1 Utr 2.0 10.000 150 7.050 to 0.0 2.000 0.0 H.6 116 13.94 0.862 0.0 12.000 0.1149 1.379 Vel = 7.66 H.6 116 0.0 1 Utr 2.0 3.000 150 8.429 to 0.0 2.000 0.0 T.35 116 13.94 0.862 0.0 5.000 0.1148 0.574 Vel = 7.66 T.35 116 -7.02 1 2Utb 34.0 17.000 150 9.003 to 0.0 28.000 3.465 T.33 108 6.92 0.862 0.0 45.000 0.0315 1.417 Vel = 3.80 T.33 108 1.92 1 0.0 3.000 150 13.885 to 0.0 0.0 0.0 H.3 108 8.84 0.862 0.0 3.000 0.0493 0.148 Vel = 4.86 H.3 108 0.0 1 Utr 2.0 10.000 150 14.033 to 0.0 2.000 0.0 HA 108 8.84 0.862 0.0 12.000 0.0495 0.594 Vel = 4.86 HA 108 0.0 1 Utr 2.0 11.000 150 14.627 to 0.0 2.000 0.0 H.15 108 8.84 0.862 0.0 13.000 0.0495 0.643 Vel = 4.86 H.15 108 0.0 1 Utr 2.0 10.000 150 15.270 to 0.0 2.000 0.0 H.16 108 8.84 0.862 0.0 12.000 0.0495 0.594 Vel = 4.86 H.16 108 0.0 1 Utr 2.0 3.000 150 15.864 to 0.0 2.000 0.0 H.18 108 8.84 0.862 0.0 5.000 0.0494 0.247 Vel = 4.86 H.18 108 0.0 1 Utr 2.0 6.000 150 16.111 to 0.0 2.000 0.0 H.24 108 8.84 0.862 0.0 8.000 0.0495 0.396 Vel = 4.86 H.24 108 0.0 1 Utb 17.0 3.000 150 16.507 to 0.0 14.000 0.0 T.45 108 8.84 0.862 0.0 17.000 0.0495 0.841 Vel = 4.86 0.0 T.45 8.84 17.348 K Factor = 2.12 T.35 116 7.02 1 Utr 2.0 5.000 150 9.003 to 0.0 2.000 0.0 T.34 116 7.02 0.862 0.0 7.000 0.0323 0.226 Vel = 3.86 T.34 116 0.0 1 Utr 2.0 2.000 150 9.229 to 0.0 2.000 0.0 H.5 116 7.02 0.862 0.0 4.000 0.0322 0.129 Vel = 3.86 H.5 116 0.0 1 Utr 2.0 15.000 150 9.358 to 0.0 2.000 0.0 H.9 116 7.02 0.862 0.0 17.000 0.0323 0.549 Vel = 3.86 H.9 116 0.0 1 Utr 2.0 12.000 150 9.907 to 0.0 2.000 0.0 H.19 116 7.02 0.862 0.0 14.000 0.0322 0.451 Vel = 3.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Rainier View Plumbing & Rooter Page 8 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - Two Head Calculation (H.8 & H.7) Date 5/20/2022 Qa Nom Fitting Pipe CFact Pt ftffCbVEb or Ftng's Pe ******* Notes ****** No12ay�v02jact Qt Act Eqv. Ln. Total Pf/Ft Pf CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H.19 116 0.0 1 Utr 2.0 7.000 150 10.358 to 0.0 2.000 0.0 H.20 116 7.02 0.862 0.0 9.000 0.0323 0.291 Vel = 3.86 H.20 116 0.0 1 Utr 2.0 7.000 150 10.649 to 0.0 2.000 0.0 T.43 116 7.02 0.862 0.0 9.000 0.0322 0.290 Vel = 3.86 T.43 116 2.13 1 2Utb 34.0 15.000 150 10.939 to 0.0 28.000 3.465 T.44 108 9.15 0.862 0.0 43.000 0.0527 2.268 Vel = 5.03 0.0 T.44 9.15 16.672 K Factor = 2.24 T.40 116 6.09 1 0.0 7.000 150 9.241 to 0.0 0.0 0.0 H.22 116 6.09 0.862 0.0 7.000 0.0249 0.174 Vel = 3.35 H.22 116 0.0 1 Utr 2.0 6.000 150 9.415 to 0.0 2.000 0.0 H.17 116 6.09 0.862 0.0 8.000 0.0249 0.199 Vel = 3.35 H.17 116 0.0 1 Utr 2.0 7.000 150 9.614 to 0.0 2.000 0.0 T.36 116 6.09 0.862 0.0 9.000 0.0249 0.224 Vel = 3.35 T.36 116 0.0 1 Utr 2.0 5.000 150 9.838 to 0.0 2.000 0.0 HA 1 116 6.09 0.862 0.0 7.000 0.0249 0.174 Vel = 3.35 HA 1 116 0.0 1 Utr 2.0 3.000 150 10.012 to 0.0 2.000 0.0 H.10 116 6.09 0.862 0.0 5.000 0.0248 0.124 Vel = 3.35 H.10 116 0.0 1 Utr 2.0 3.000 150 10.136 to 0.0 2.000 0.0 T.37 116 6.09 0.862 0.0 5.000 0.0248 0.124 Vel = 3.35 T.37 116 0.0 1 Utr 2.0 9.000 150 10.260 to 0.0 2.000 0.0 H.21 116 6.09 0.862 0.0 11.000 0.0248 0.273 Vel = 3.35 H.21 116 0.0 1 Utr 2.0 6.000 150 10.533 to 0.0 2.000 0.0 T.41 116 6.09 0.862 0.0 8.000 0.0249 0.199 Vel = 3.35 T.41 116 -2.13 1 2Utb 34.0 16.000 150 10.732 to 0.0 28.000 3.465 T.39 108 3.96 0.862 0.0 44.000 0.0112 0.492 Vel = 2.18 0.0 T.39 3.96 14.689 K Factor = 1.03 T.38 108 1.92 1 Utr 2.0 4.000 150 13.762 to 0.0 2.000 0.0 H.12 108 1.92 0.862 0.0 6.000 0.0028 0.017 Vel = 1.06 H.12 108 0.0 1 Utr 2.0 11.000 150 13.779 to 0.0 2.000 0.0 H.1 108 1.92 0.862 0.0 13.000 0.0030 0.039 Vel = 1.06 H.1 108 0.0 1 Utr 2.0 10.000 150 13.818 to 0.0 2.000 0.0 H.2 108 1.92 0.862 0.0 12.000 0.0029 0.035 Vel = 1.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Rainier View Plumbing & Rooter Page 9 ADAMANT HOMES JODAR LOT 2 PLAN 707 GR - Two Head Calculation (H.8 & H.7) Date 5/20/2022 Qa Nom Fitting Pipe CFact Pt ftffCbVEb or Ftng's Pe ******* Notes ****** No12ay�v02jact Qt Act Eqv. Ln. Total Pf/Ft Pf CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H.2 108 0.0 1 Utr 2.0 9.000 150 13.853 to 0.0 2.000 0.0 T.33 108 1.92 0.862 0.0 11.000 0.0029 0.032 Vel = 1.06 0.0 T.33 1.92 13.885 K Factor = 0.52 T.41 116 2.13 1 Utr 2.0 14.000 150 10.732 to 0.0 2.000 0.0 H.31 116 2.13 0.862 0.0 16.000 0.0036 0.057 Vel = 1.17 H.31 116 0.0 1 0.0 9.000 150 10.789 to 0.0 0.0 0.0 H.30 116 2.13 0.862 0.0 9.000 0.0037 0.033 Vel = 1.17 H.30 116 0.0 1 Utr 2.0 9.000 150 10.822 to 0.0 2.000 0.0 H.29 116 2.13 0.862 0.0 11.000 0.0035 0.039 Vel = 1.17 H.29 116 0.0 1 Utr 2.0 14.000 150 10.861 to 0.0 2.000 0.0 H.27 116 2.13 0.862 0.0 16.000 0.0036 0.057 Vel = 1.17 H.27 116 0.0 1 Utr 2.0 4.000 150 10.918 to 0.0 2.000 0.0 T.43 116 2.13 0.862 0.0 6.000 0.0035 0.021 Vel = 1.17 0.0 T.43 2.13 10.939 K Factor = 0.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087