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FIR2022-0052+Calculations+5.25.2022_6.59.08_AM+2891879
INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: RECEIVED May 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FIR2022-0052 REVIEWED CITY OF EDMONDS ----------------------------+ WASHIHGTON STATE � CERTIFICATE OF COMPETENCY � FIRE �RQTECTIQM 9PRIiiIELER 81FSTEMS � I • Devon William Belknap • 9316-0919-A Level i Rainier View Rooter, LLC RAINIVR942DF . llellaWr� oeoa�.ss � r ----------------------------J Rainier View Plumbing & Rooter firesprinklers@rainierviewrooter.com 13117 Canyon Rd E Puyallup, WA 98373 253-435-1996 Job Name ADAMANT HOMES JODAR LOT 1 PLAN 703 GL - One Head Calculation (H. Drawing RESIDENTIAL Location 8711 240TH ST SW BOTHELL WA Remote Area 1 Contract 220520-01 Data File 220520-01 Adamant Homes Jodar Lot 1 Plan 703 GL.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Rainier View Plumbing & Rooter Page 1 ADAMANT HOMES JODAR LOT 1 PLAN 703 GL - One Head Calculation (H.20) Date 5/20/2022 R N INFORMATION SHEET May 7R 7n77 aW4AMFEN'Ar0%WT HOMES JODAR LOT 1 PLAN 703 GL Date - 05-20-2022 Lod9P/�U€NT- BOTHELL WA Building - RESIDENTIAL System No. - 1 Contractor - LAKESIDE PLUMBING Contract No. - 220520-01 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 E M Listed Flow at Start Point - 17 Listed Pres. at Start Point - 12.03Psi D MAXIMUM LISTED SPACING 18 x 18 E Domestic Flow Added - 0 S Additional Flow Added - I Elevation at Highest Outlet - 116 G Note: N Made by Date Gpm System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC49 Feet Size 3/8 K-Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Psi Required 29.46 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 Page 2 ADAMANT HOMES JODAR LOT 1 PLAN 703 GL - One Head Calculation (H.20) Date 5/20/2022 R Mai F-1&202-Qupply: Demand: CITY OFE oN tatic Pressure 65 D1 - Elevation 6.930 EVELOPME L,Rasidual Pressure: 20 D2 - System Flow 16.995 DEPARC21LTResidual Flow 500 D2 - System Pressure 29.463 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 35.451 150 140 130 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 Page 3 ADAMANT HOMES JODAR LOT 1 PLAN 703 GL - One Head Calculation (H.20) Date 5/20/2022 K U�V22 CITY OF EDMONDS TIELOPME( £ yal� rd Elbow DEPAR E 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 Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch 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 1 PLAN 703 GL - One Head Calculation (H.20) Date 5/20/2022 RECEIVED SUPPLY ANALYSIS Ma,,,,)�!! 26 2022 N�iftKIMONDs Static Residual Available DpCOp®eNT SERVICEPressure Pressure Flow Pressure Total Demand Required Pressure DEPARTMENT STR 65.0 Node Tag Elevation 20 500.0 64.914 17.0 29.463 NODE ANALYSIS Pressure Discharge Node Type at Node at Node H.20 116.0 4.9 12.03 H.23 116.0 12.9 T.42 116.0 13.14 T.40 108.0 17.48 T.41 108.0 17.58 H.29 108.0 17.94 H.22 108.0 18.37 H.21 108.0 18.63 T.39 108.0 18.92 T.38 108.0 19.08 S.1 104.0 21.77 MTR 100.0 27.04 STR 100.0 29.46 H.17 116.0 12.52 H.12 116.0 13.08 H.10 116.0 13.4 T.33 116.0 13.54 T.36 108.0 17.47 H.8 108.0 17.54 H.2 108.0 17.64 H.1 108.0 17.72 H.7 108.0 17.82 T.34 108.0 17.91 H.11 108.0 17.99 H.14 108.0 18.33 H.16 108.0 18.57 H.28 116.0 13.32 H.30 116.0 13.5 H.26 116.0 13.66 H.24 116.0 13.87 H.27 116.0 14.12 T.43 116.0 14.22 H.25 116.0 14.3 T.37 116.0 14.44 H.9 116.0 13.67 HA 116.0 13.82 H.5 116.0 13.97 T.31 116.0 14.02 H.3 116.0 14.16 H.6 116.0 14.28 T.32 116.0 14.34 H.15 108.0 17.47 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 1 PLAN 703 GL - One Head Calculation (H.20) Date 5/20/2022 RECEIVED NODE ANALYSIS (cont.) May 26 2022 CITY OF EDMONDS Pressure Discharge Nodepf8gr SERVIcEE/evation Node Type at Node at Node Notes DEPARTMENT H.18 108.0 17.48 T.35 116.0 14.36 H.13 116.0 14.38 H.19 116.0 14.42 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 1 PLAN 703 GL - One Head Calculation (H.20) Date 5/20/2022 R e K Qa Nom Fitting Pipe CFact Pt 2F0I22 or Ftng's Pe ******* Notes ****** P2�6 `3P8;,m§1gsy2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DEVELOPMENT SERVICES un- H.20 116 4.90 9.65 1 Utr 2.0 13.000 150 12.030 to 0.0 2.000 0.0 H.23 116 9.65 0.862 0.0 15.000 0.0582 0.873 Vel = 5.31 H.23 116 0.0 1 Utr 2.0 2.000 150 12.903 to 0.0 2.000 0.0 T.42 116 9.65 0.862 0.0 4.000 0.0582 0.233 Vel = 5.31 T.42 116 -4.30 1 2Utb 34.0 17.000 150 13.136 to 0.0 28.000 3.465 T.40 108 5.35 0.862 0.0 45.000 0.0195 0.878 Vel = 2.94 T.40 108 0.63 1 Utr 2.0 2.000 150 17.479 to 0.0 2.000 0.0 T.41 108 5.98 0.862 0.0 4.000 0.0240 0.096 Vel = 3.29 T.41 108 0.0 1 0.0 15.000 150 17.575 to 0.0 0.0 0.0 H.29 108 5.98 0.862 0.0 15.000 0.0241 0.361 Vel = 3.29 H.29 108 0.0 1 Utr 2.0 16.000 150 17.936 to 0.0 2.000 0.0 H.22 108 5.98 0.862 0.0 18.000 0.0240 0.432 Vel = 3.29 H.22 108 0.0 1 Utr 2.0 9.000 150 18.368 to 0.0 2.000 0.0 H.21 108 5.98 0.862 0.0 11.000 0.0241 0.265 Vel = 3.29 H.21 108 0.0 1 Utr 2.0 10.000 150 18.633 to 0.0 2.000 0.0 T.39 108 5.98 0.862 0.0 12.000 0.0240 0.288 Vel = 3.29 T.39 108 4.69 1.25 Utr 4.0 2.000 150 18.921 to 0.0 4.000 0.0 T.38 108 10.67 1.054 0.0 6.000 0.0263 0.158 Vel = 3.92 T.38 108 6.33 1.25 T 2.44 13.000 150 19.079 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 15.440 0.0623 0.962 Vel = 6.25 S.1 104 0.0 1.5 2E 12.089 56.000 150 21.773 to 0.0 12.089 4.732 * * Fixed Loss = 3 MTR 100 17.0 1.61 0.0 68.089 0.0079 0.539 Vel = 2.68 MTR 100 0.0 1 E 2.336 20.000 150 27.044 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 STR 17.00 29.463 K Factor = 3.13 H.20 116 7.35 1 Utr 2.0 12.000 150 12.030 to 0.0 2.000 0.0 H.17 116 7.35 0.862 0.0 14.000 0.0351 0.492 Vel = 4.04 H.17 116 0.0 1 Utr 2.0 14.000 150 12.522 to 0.0 2.000 0.0 H.12 116 7.35 0.862 0.0 16.000 0.0351 0.562 Vel = 4.04 H.12 116 0.0 1 Utr 2.0 7.000 150 13.084 to 0.0 2.000 0.0 H.10 116 7.35 0.862 0.0 9.000 0.0351 0.316 Vel = 4.04 H.10 116 0.0 1 Utr 2.0 2.000 150 13.400 to 0.0 2.000 0.0 T.33 116 7.35 0.862 0.0 4.000 0.0350 0.140 Vel = 4.04 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 1 PLAN 703 GL - One Head Calculation (H.20) Date 5/20/2022 R e K Qa Nom Fitting Pipe CFact Pt P2�6 2F0I22 or Ftng's Pe ******* Notes ****** `3P8;,m§1gsy2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DEVELOPMENT SERVICES T.33 116 -3.84 1 2Utb 34.0 24.000 150 13.540 to 0.0 28.000 3.465 T.36 108 3.51 0.862 0.0 52.000 0.0089 0.465 Vel = 1.93 T.36 108 -0.64 1 Utr 2.0 10.000 150 17.470 to 0.0 2.000 0.0 H.8 108 2.87 0.862 0.0 12.000 0.0062 0.074 Vel = 1.58 H.8 108 0.0 1 Utr 2.0 14.000 150 17.544 to 0.0 2.000 0.0 H.2 108 2.87 0.862 0.0 16.000 0.0062 0.099 Vel = 1.58 H.2 108 0.0 1 Utr 2.0 10.000 150 17.643 to 0.0 2.000 0.0 H.1 108 2.87 0.862 0.0 12.000 0.0062 0.074 Vel = 1.58 H.1 108 0.0 1 Utr 2.0 14.000 150 17.717 to 0.0 2.000 0.0 H.7 108 2.87 0.862 0.0 16.000 0.0062 0.099 Vel = 1.58 H.7 108 0.0 1 Utr 2.0 14.000 150 17.816 to 0.0 2.000 0.0 T.34 108 2.87 0.862 0.0 16.000 0.0061 0.098 Vel = 1.58 T.34 108 1.81 1 Utr 2.0 3.000 150 17.914 to 0.0 2.000 0.0 H.11 108 4.68 0.862 0.0 5.000 0.0152 0.076 Vel = 2.57 H.11 108 0.0 1 Utr 2.0 20.000 150 17.990 to 0.0 2.000 0.0 H.14 108 4.68 0.862 0.0 22.000 0.0153 0.336 Vel = 2.57 H.14 108 0.0 1 Utr 2.0 14.000 150 18.326 to 0.0 2.000 0.0 H.16 108 4.68 0.862 0.0 16.000 0.0152 0.244 Vel = 2.57 H.16 108 0.0 1 Utb 17.0 9.000 150 18.570 to 0.0 14.000 0.0 T.39 108 4.68 0.862 0.0 23.000 0.0153 0.351 Vel = 2.57 0.0 T.39 4.68 18.921 K Factor = 1.08 T.42 116 4.30 1 Utr 2.0 12.000 150 13.136 to 0.0 2.000 0.0 H.28 116 4.3 0.862 0.0 14.000 0.0130 0.182 Vel = 2.36 H.28 116 0.0 1 0.0 14.000 150 13.318 to 0.0 0.0 0.0 H.30 116 4.3 0.862 0.0 14.000 0.0131 0.183 Vel = 2.36 H.30 116 0.0 1 Utr 2.0 10.000 150 13.501 to 0.0 2.000 0.0 H.26 116 4.3 0.862 0.0 12.000 0.0131 0.157 Vel = 2.36 H.26 116 0.0 1 Utr 2.0 14.000 150 13.658 to 0.0 2.000 0.0 H.24 116 4.3 0.862 0.0 16.000 0.0131 0.209 Vel = 2.36 H.24 116 0.0 1 Utr 2.0 17.000 150 13.867 to 0.0 2.000 0.0 H.27 116 4.3 0.862 0.0 19.000 0.0131 0.248 Vel = 2.36 H.27 116 0.0 1 0.0 8.000 150 14.115 to 0.0 0.0 0.0 T.43 116 4.3 0.862 0.0 8.000 0.0130 0.104 Vel = 2.36 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 1 PLAN 703 GL - One Head Calculation (H.20) Date 5/20/2022 R e K Qa Nom Fitting Pipe CFact Pt P2�6 2F0I22 or Ftng's Pe ******* Notes ****** `3P8;,m§1gsy2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DEVELOPMENT SERVICES un- T.43 116 0.0 1 Utr 2.0 4.000 150 14.219 to 0.0 2.000 0.0 H.25 116 4.3 0.862 0.0 6.000 0.0132 0.079 Vel = 2.36 H.25 116 0.0 1 Utr 2.0 9.000 150 14.298 to 0.0 2.000 0.0 T.37 116 4.3 0.862 0.0 11.000 0.0130 0.143 Vel = 2.36 T.37 116 2.03 1 2Utb 34.0 16.000 150 14.441 to 0.0 28.000 3.465 T.38 108 6.33 0.862 0.0 44.000 0.0267 1.173 Vel = 3.48 0.0 T.38 6.33 19.079 K Factor = 1.45 T.33 116 3.84 1 Utr 2.0 10.000 150 13.540 to 0.0 2.000 0.0 H.9 116 3.84 0.862 0.0 12.000 0.0106 0.127 Vel = 2.11 H.9 116 0.0 1 Utr 2.0 12.000 150 13.667 to 0.0 2.000 0.0 HA 116 3.84 0.862 0.0 14.000 0.0106 0.148 Vel = 2.11 HA 116 0.0 1 Utr 2.0 13.000 150 13.815 to 0.0 2.000 0.0 H.5 116 3.84 0.862 0.0 15.000 0.0106 0.159 Vel = 2.11 H.5 116 0.0 1 Utr 2.0 2.000 150 13.974 to 0.0 2.000 0.0 T.31 116 3.84 0.862 0.0 4.000 0.0105 0.042 Vel = 2.11 T.31 116 0.0 1 Utr 2.0 12.000 150 14.016 to 0.0 2.000 0.0 H.3 116 3.84 0.862 0.0 14.000 0.0106 0.148 Vel = 2.11 H.3 116 0.0 1 Utr 2.0 9.000 150 14.164 to 0.0 2.000 0.0 H.6 116 3.84 0.862 0.0 11.000 0.0105 0.116 Vel = 2.11 H.6 116 0.0 1 Utr 2.0 4.000 150 14.280 to 0.0 2.000 0.0 T.32 116 3.84 0.862 0.0 6.000 0.0107 0.064 Vel = 2.11 T.32 116 -2.03 1 2Utb 34.0 12.000 150 14.344 to 0.0 28.000 3.465 T.34 108 1.81 0.862 0.0 40.000 0.0026 0.105 Vel = 1.00 0.0 T.34 1.81 17.914 K Factor = 0.43 T.36 108 0.64 1 Utr 2.0 2.000 150 17.470 to 0.0 2.000 0.0 H.15 108 0.64 0.862 0.0 4.000 0.0005 0.002 Vel = 0.35 H.15 108 0.0 1 Utr 2.0 7.000 150 17.472 to 0.0 2.000 0.0 H.18 108 0.64 0.862 0.0 9.000 0.0003 0.003 Vel = 0.35 H.18 108 0.0 1 Utr 2.0 7.000 150 17.475 to 0.0 2.000 0.0 T.40 108 0.64 0.862 0.0 9.000 0.0004 0.004 Vel = 0.35 0.0 T.40 0.64 17.479 K Factor = 0.15 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 1 PLAN 703 GL - One Head Calculation (H.20) Date 5/20/2022 R e K Qa Nom Fitting Pipe CFact Pt 2F0I22 or Ftng's Pe ******* Notes ****** P2�6 `3P8;,m§1gsy2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DEVELOPMENT SERVICES un- T.32 116 2.03 1 Utr 2.0 2.000 150 14.344 to 0.0 2.000 0.0 T.35 116 2.03 0.862 0.0 4.000 0.0032 0.013 Vel = 1.12 T.35 116 0.0 1 Utr 2.0 4.000 150 14.357 to 0.0 2.000 0.0 H.13 116 2.03 0.862 0.0 6.000 0.0032 0.019 Vel = 1.12 H.13 116 0.0 1 Utr 2.0 13.000 150 14.376 to 0.0 2.000 0.0 H.19 116 2.03 0.862 0.0 15.000 0.0033 0.049 Vel = 1.12 H.19 116 0.0 1 Utr 2.0 3.000 150 14.425 to 0.0 2.000 0.0 T.37 116 2.03 0.862 0.0 5.000 0.0032 0.016 Vel = 1.12 0.0 T.37 2.03 14.441 K Factor = 0.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: RECEIVED May 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WASHINGTON STATE � ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION JEWFUNRLER SYSTEMS I ' Devon William Belknap ' 9316-0919-A Level i Rainier View Rooter, LLC a; ■ RAINIVR942DF pI ■ Ex'Irgm ■ ■ sllgna[ura OEC �7. 2S 1 ■ ■ `---------------------- -- Rainier View Plumbing & Rooter firesprinklers@rainierviewrooter.com 13117 Canyon Rd E Puyallup, WA 98373 253-435-1996 Job Name ADAMANT HOMES JODAR LOT 1 PLAN 703 GL - Two H Drawing RESIDENTIAL Location 8711 240TH ST SW BOTHELL WA Remote Area 1 Contract 220520-01 Data File 220520-01 Adamant Homes Jodar Lot 1 Plan 703 GL.wx2 & H.30) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Rainier View Plumbing & Rooter Page 1 ADAMANT HOMES JODAR LOT 1 PLAN 703 GL - Two Head Calculation (H.26 & H.30) Date 5/20/2022 R N INFORMATION SHEET May 7R 7n77 aW4AMFEN'Ar0%WT HOMES JODAR LOT 1 PLAN 703 GL Date - 05-20-2022 Lod9P/�U€NT- BOTHELL WA Building - RESIDENTIAL System No. - 1 Contractor - LAKESIDE PLUMBING Contract No. - 220520-01 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 26.0136 Psi Required 33.76 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 Page 2 ADAMANT HOMES JODAR LOT 1 PLAN 703 GL - Two Head Calculation (H.26 & H.30) Date 5/20/2022 R Mai F-1&202-Qupply: Demand: CITY OFE oN tatic Pressure 65 D1 - Elevation 6.930 EVELOPME L,Rasidual Pressure: 20 D2 - System Flow 26.014 DEPARC21LTResidual Flow 500 D2 - System Pressure 33.763 Hose ( Demand ) D3 - System Demand : 26.014 Safety Margin 31.047 150 140 130 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 Page 3 ADAMANT HOMES JODAR LOT 1 PLAN 703 GL - Two Head Calculation (H.26 & H.30) Date 5/20/2022 K U�V22 CITY OF EDMONDS TIELOPME( £ yal� rd Elbow DEPAR E 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 Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch 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 1 PLAN 703 GL - Two Head Calculation (H.26 & H.30) Date 5/20/2022 RECEIVED SUPPLY ANALYSIS Ma,,,,)�!! 26 2022 N�iftKIMONDs Static Residual Available DpCOp®eNT SERVICEPressure Pressure Flow Pressure Total Demand Required Pressure DEPARTMENT STR 65.0 Node Tag Elevation 20 500.0 64.81 26.01 33.763 NODE ANALYSIS Pressure Discharge Node Type at Node at Node H.26 116.0 4.9 7.04 13.0 H.24 116.0 8.42 H.27 116.0 10.05 T.43 116.0 10.74 H.25 116.0 11.26 T.37 116.0 12.2 T.38 108.0 18.68 SA 104.0 22.53 MTR 100.0 28.45 STR 100.0 33.76 H.30 116.0 4.9 7.05 13.01 H.28 116.0 8.69 T.42 116.0 10.34 T.40 108.0 15.7 T.41 108.0 15.88 H.29 108.0 16.55 H.22 108.0 17.35 H.21 108.0 17.84 T.39 108.0 18.37 H.23 116.0 10.43 H.20 116.0 10.79 H.17 116.0 11.13 H.12 116.0 11.51 H.10 116.0 11.73 T.33 116.0 11.82 T.36 108.0 15.7 H.8 108.0 15.78 H.2 108.0 15.89 H.1 108.0 15.97 H.7 108.0 16.08 T.34 108.0 16.19 HA 1 108.0 16.35 H.14 108.0 17.08 H.16 108.0 17.61 H.9 116.0 11.89 HA 116.0 11.97 H.5 116.0 12.05 T.31 116.0 12.08 H.3 116.0 12.15 H.6 116.0 12.22 T.32 116.0 12.25 H.19 116.0 12.21 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 1 PLAN 703 GL - Two Head Calculation (H.26 & H.30) Date 5/20/2022 RECEIVED NODE ANALYSIS (cont.) May 26 2022 CITY OF EDMONDS Pressure Discharge Nodepf8gr SERVIcEE/evation Node Type at Node at Node Notes DEPARTMENT H.13 116.0 12.23 T.35 116.0 12.24 H.15 108.0 15.7 H.18 108.0 15.7 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 1 PLAN 703 GL - Two Head Calculation (H.26 & H.30) Date 5/20/2022 R e K Qa Nom Fitting Pipe CFact Pt My 2�6 2F0I22 or Ftng's Pe ******* Notes ****** P `3P8;,m§1gsy2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DEVELOPMENT SERVICES un- H.26 116 4.90 11.92 1 Utr 2.0 14.000 150 7.040 to 0.0 2.000 0.0 H.24 116 11.92 0.862 0.0 16.000 0.0860 1.376 Vel = 6.55 H.24 116 0.0 1 Utr 2.0 17.000 150 8.416 to 0.0 2.000 0.0 H.27 116 11.92 0.862 0.0 19.000 0.0861 1.635 Vel = 6.55 H.27 116 0.0 1 0.0 8.000 150 10.051 to 0.0 0.0 0.0 T.43 116 11.92 0.862 0.0 8.000 0.0860 0.688 Vel = 6.55 T.43 116 0.0 1 Utr 2.0 4.000 150 10.739 to 0.0 2.000 0.0 H.25 116 11.92 0.862 0.0 6.000 0.0860 0.516 Vel = 6.55 H.25 116 0.0 1 Utr 2.0 9.000 150 11.255 to 0.0 2.000 0.0 T.37 116 11.92 0.862 0.0 11.000 0.0860 0.946 Vel = 6.55 T.37 116 -1.37 1 2Utb 34.0 16.000 150 12.201 to 0.0 28.000 3.465 T.38 108 10.55 0.862 0.0 44.000 0.0686 3.019 Vel = 5.80 T.38 108 15.46 1.25 T 2.44 13.000 150 18.685 to 0.0 2.440 1.732 S.1 104 26.01 1.054 0.0 15.440 0.1369 2.113 Vel = 9.56 S.1 104 0.0 1.5 2E 12.089 56.000 150 22.530 to 0.0 12.089 4.732 * * Fixed Loss = 3 MTR 100 26.01 1.61 0.0 68.089 0.0174 1.185 Vel = 4.10 MTR 100 0.0 1 E 2.336 20.000 150 28.447 to T 5.841 9.345 0.0 STIR 100 26.01 0.995 G 1.168 29.345 0.1812 5.316 Vel = 10.73 0.0 STIR 26.01 33.763 K Factor = 4.48 H.26 116 1.08 1 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.30 116 1.08 0.862 0.0 12.000 0.0010 0.012 Vel = 0.59 H.30 116 4.90 13.01 1 0.0 14.000 150 7.052 to 0.0 0.0 0.0 H.28 116 14.09 0.862 0.0 14.000 0.1173 1.642 Vel = 7.75 H.28 116 0.0 1 Utr 2.0 12.000 150 8.694 to 0.0 2.000 0.0 T.42 116 14.09 0.862 0.0 14.000 0.1172 1.641 Vel = 7.75 T.42 116 -5.98 1 2Utb 34.0 17.000 150 10.335 to 0.0 28.000 3.465 T.40 108 8.11 0.862 0.0 45.000 0.0422 1.899 Vel = 4.46 T.40 108 to T.41 108 T.41 108 to H.29 108 0.24 1 Utr 2.0 2.000 150 15.699 0.0 2.000 0.0 8.35 0.862 0.0 4.000 0.0445 0.178 Vel = 4.59 0.0 1 0.0 15.000 150 15.877 0.0 0.0 0.0 8.35 0.862 0.0 15.000 0.0445 0.668 Vel = 4.59 H.29 108 0.0 1 Utr 2.0 16.000 150 16.545 to 0.0 2.000 0.0 H.22 108 8.35 0.862 0.0 18.000 0.0446 0.802 Vel = 4.59 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 1 PLAN 703 GL - Two Head Calculation (H.26 & H.30) Date 5/20/2022 R e K Qa Nom Fitting Pipe CFact Pt My P 2�6 2F0I22 or Ftng's Pe ******* Notes ****** `3P8;,m§1gsy2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DEVELOPMENT SERVICES un- H.22 108 0.0 1 Utr 2.0 9.000 150 17.347 to 0.0 2.000 0.0 H.21 108 8.35 0.862 0.0 11.000 0.0445 0.490 Vel = 4.59 H.21 108 0.0 1 Utr 2.0 10.000 150 17.837 to 0.0 2.000 0.0 T.39 108 8.35 0.862 0.0 12.000 0.0445 0.534 Vel = 4.59 T.39 108 7.11 1.25 Utr 4.0 2.000 150 18.371 to 0.0 4.000 0.0 T.38 108 15.46 1.054 0.0 6.000 0.0523 0.314 Vel = 5.68 T.38 T.42 116 to H.23 116 H.23 116 to H.20 116 H.20 116 to H.17 116 H.17 116 to H.12 116 H.12 116 to H.10 116 0.0 15.46 5.98 1 Utr 2.0 2.000 0.0 2.000 5.98 0.862 0.0 4.000 0.0 1 Utr 2.0 13.000 0.0 2.000 5.98 0.862 0.0 15.000 0.0 1 Utr 2.0 12.000 0.0 2.000 5.98 0.862 0.0 14.000 18.685 K Factor = 3.58 150 10.335 0.0 0.0240 0.096 Vel = 3.29 150 10.431 0.0 0.0241 0.361 Vel = 3.29 150 10.792 0.0 0.0240 0.336 Vel = 3.29 0.0 1 Utr 2.0 14.000 150 11.128 0.0 2.000 0.0 5.98 0.862 0.0 16.000 0.0240 0.384 Vel = 3.29 0.0 1 Utr 2.0 7.000 150 11.512 0.0 2.000 0.0 5.98 0.862 0.0 9.000 0.0241 0.217 Vel = 3.29 H.10 116 0.0 1 Utr 2.0 2.000 150 11.729 to 0.0 2.000 0.0 T.33 116 5.98 0.862 0.0 4.000 0.0240 0.096 Vel = 3.29 T.33 116 -2.71 1 2Utb 34.0 24.000 150 11.825 to 0.0 28.000 3.465 T.36 108 3.27 0.862 0.0 52.000 0.0078 0.407 Vel = 1.80 T.36 108 -0.24 1 Utr 2.0 10.000 150 15.697 to 0.0 2.000 0.0 H.8 108 3.03 0.862 0.0 12.000 0.0068 0.082 Vel = 1.67 H.8 108 0.0 1 Utr 2.0 14.000 150 15.779 to 0.0 2.000 0.0 H.2 108 3.03 0.862 0.0 16.000 0.0068 0.109 Vel = 1.67 H.2 108 0.0 1 Utr 2.0 10.000 150 15.888 to 0.0 2.000 0.0 H.1 108 3.03 0.862 0.0 12.000 0.0068 0.082 Vel = 1.67 H.1 108 0.0 1 Utr 2.0 14.000 150 15.970 to 0.0 2.000 0.0 H.7 108 3.03 0.862 0.0 16.000 0.0068 0.109 Vel = 1.67 H.7 108 0.0 1 Utr 2.0 14.000 150 16.079 to 0.0 2.000 0.0 T.34 108 3.03 0.862 0.0 16.000 0.0068 0.109 Vel = 1.67 T.34 108 4.08 1 Utr 2.0 3.000 150 16.188 to 0.0 2.000 0.0 H.11 108 7.11 0.862 0.0 5.000 0.0330 0.165 Vel = 3.91 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 1 PLAN 703 GL - Two Head Calculation (H.26 & H.30) Date 5/20/2022 R e K Qa Nom Fitting Pipe CFact Pt My P 2�6 2F0I22 or Ftng's Pe ******* Notes ****** `3P8;,m§1gsy2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DEVELOPMENT SERVICES H.11 108 0.0 1 Utr 2.0 20.000 150 16.353 to 0.0 2.000 0.0 H.14 108 7.11 0.862 0.0 22.000 0.0331 0.728 Vel = 3.91 H.14 108 0.0 1 Utr 2.0 14.000 150 17.081 to 0.0 2.000 0.0 H.16 108 7.11 0.862 0.0 16.000 0.0331 0.529 Vel = 3.91 H.16 108 0.0 1 Utb 17.0 9.000 150 17.610 to 0.0 14.000 0.0 T.39 108 7.11 0.862 0.0 23.000 0.0331 0.761 Vel = 3.91 0.0 T.39 7.11 18.371 K Factor = 1.66 T.33 116 2.72 1 Utr 2.0 10.000 150 11.825 to 0.0 2.000 0.0 H.9 116 2.72 0.862 0.0 12.000 0.0056 0.067 Vel = 1.50 H.9 116 0.0 1 Utr 2.0 12.000 150 11.892 to 0.0 2.000 0.0 HA 116 2.72 0.862 0.0 14.000 0.0056 0.078 Vel = 1.50 HA 116 0.0 1 Utr 2.0 13.000 150 11.970 to 0.0 2.000 0.0 H.5 116 2.72 0.862 0.0 15.000 0.0055 0.083 Vel = 1.50 H.5 116 0.0 1 Utr 2.0 2.000 150 12.053 to 0.0 2.000 0.0 T.31 116 2.72 0.862 0.0 4.000 0.0055 0.022 Vel = 1.50 T.31 116 0.0 1 Utr 2.0 12.000 150 12.075 to 0.0 2.000 0.0 H.3 116 2.72 0.862 0.0 14.000 0.0056 0.078 Vel = 1.50 H.3 116 0.0 1 Utr 2.0 9.000 150 12.153 to 0.0 2.000 0.0 H.6 116 2.72 0.862 0.0 11.000 0.0056 0.062 Vel = 1.50 H.6 116 0.0 1 Utr 2.0 4.000 150 12.215 to 0.0 2.000 0.0 T.32 116 2.72 0.862 0.0 6.000 0.0055 0.033 Vel = 1.50 T.32 116 1.37 1 2Utb 34.0 12.000 150 12.248 to 0.0 28.000 3.465 T.34 108 4.09 0.862 0.0 40.000 0.0119 0.475 Vel = 2.25 0.0 T.34 4.09 16.188 K Factor = 1.02 T.37 116 1.37 1 Utr 2.0 3.000 150 12.201 to 0.0 2.000 0.0 H.19 116 1.37 0.862 0.0 5.000 0.0016 0.008 Vel = 0.75 H.19 116 0.0 1 Utr 2.0 13.000 150 12.209 to 0.0 2.000 0.0 H.13 116 1.37 0.862 0.0 15.000 0.0015 0.023 Vel = 0.75 H.13 116 0.0 1 Utr 2.0 4.000 150 12.232 to 0.0 2.000 0.0 T.35 116 1.37 0.862 0.0 6.000 0.0017 0.010 Vel = 0.75 T.35 116 0.0 1 Utr 2.0 2.000 150 12.242 to 0.0 2.000 0.0 T.32 116 1.37 0.862 0.0 4.000 0.0015 0.006 Vel = 0.75 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 1 PLAN 703 GL - Two Head Calculation (H.26 & H.30) Date 5/20/2022 R e K Qa Nom Fitting Pipe CFact Pt My P 2�6 2F0I22 or Ftng's Pe ******* Notes ****** `3P8;,m§1gsy2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DEVELOPMENT SERVICES un- 0.0 T.32 1.37 12.248 K Factor = 0.39 T.36 108 0.24 1 Utr 2.0 2.000 150 15.697 to 0.0 2.000 0.0 H.15 108 0.24 0.862 0.0 4.000 0.0002 0.001 Vel = 0.13 H.15 108 0.0 1 Utr 2.0 7.000 150 15.698 to 0.0 2.000 0.0 H.18 108 0.24 0.862 0.0 9.000 0 0.0 H.18 108 0.0 1 Utr 2.0 7.000 to 0.0 2.000 T.40 108 0.24 0.862 0.0 9.000 0.0 T.40 0.24 Vel = 0.13 150 15.698 0.0 0.0001 0.001 Vel = 0.13 15.699 K Factor = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087