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FIR2021-0015+Calculations+2.17.2021_8.34.22_AM+2050702IpoAra�a e�ra�wisatrrrrr�rra�rYrlwlgllp l� RECEIVED FIRPs PRO ECTION SPRW#KL R SYWMMS 42 F I R2021-0015 Feb 17 2021 ; Thomas o01 10 r r CITY OF EDMONDS 7678-04MA Leven! Advanc6d Plumbing DEVELOPMENT SERVICES, LLC a� DEPARTMENT 'ADVA fi 838JO r / � 6x{Dirap r •i n ysrsv brsrrnrroraerrwrrAmrrrrrrrrRrri DESIGN SERA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name 7TH AVE SHORT PLAT PLAN 3010 GR - One Head Calculation (H.34) Drawing RESIDENTIAL Location EDMONDS. WA Remote Area 1 Contract 210215-02 Data File 210215-02 7th Ave Short Plat Plan 3010 GR.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 7TH AVE SHORT PLAT PLAN 3010 GR - One Head Calculation (H.34) Date 2/15/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - 7TH AVE SHORT PLAT PLAN 3010 GR Location - EDMONDS. WA Date - 02-15-2021 Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 210215-02 Calculated By - LIBBY BABB 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 40.9 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) - 100 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 A-PEX Design Services Inc. 7TH AVE SHORT PLAT PLAN 3010 GR - One Head Calculation (H.34) Page 2 Date 2/15/2021 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 40.898 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 58.948 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 R 60 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 A-PEX Design Services Inc. 7TH AVE SHORT PLAT PLAN 3010 GR - One Head Calculation (H.34) Fitting Legend Abbrev. Name Page 3 Date 2/15/2021 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 A-PEX Design Services Inc. Page 4 7TH AVE SHORT PLAT PLAN 3010 GR - One Head Calculation (H.34) Date 2/15/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 20 500.0 99.847 17.0 40.898 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.34 116.0 4.9 12.03 H.26 116.0 12.74 T.39 116.0 13.27 T.40 108.0 17.58 T.42 108.0 17.65 H.29 108.0 17.97 H.30 108.0 18.2 T.43 108.0 18.5 T.44 108.0 18.61 T.45 108.0 18.78 S.1 104.0 21.42 PRV 100.0 30.38 MTR 100.0 38.48 STR 100.0 40.9 H.35 116.0 12.51 T.49 116.0 13.03 H.33 116.0 13.1 H.32 116.0 13.44 T.48 116.0 13.51 T.46 108.0 17.65 H.31 108.0 17.92 H.27 108.0 18.21 T.38 116.0 13.33 H.17 116.0 13.42 H.8 116.0 13.57 H.7 116.0 13.71 H.16 116.0 13.86 H.25 116.0 14.1 T.41 116.0 14.13 T.47 116.0 13.54 H.22 116.0 13.6 H.18 116.0 13.66 H.9 116.0 13.73 H.23 116.0 13.87 H.24 116.0 13.93 H.13 116.0 14.02 T.37 116.0 14.05 T.36 108.0 17.58 H.11 108.0 17.59 H.12 108.0 17.61 H.28 108.0 17.64 H.1 116.0 14.07 17.0 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 7TH AVE SHORT PLAT PLAN 3010 GR - One Head Calculation (H.34) Date 2/15/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 116.0 14.09 H.14 116.0 14.11 H.3 108.0 17.58 H.19 108.0 17.58 H.10 108.0 17.58 H.6 108.0 17.58 H.5 108.0 17.58 HA 108.0 17.58 H.15 108.0 17.58 H.20 108.0 17.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 7TH AVE SHORT PLAT PLAN 3010 GR - One Head Calculation (H.34) Date 2/15/2021 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.34 116 4.90 9.73 1 Utr 2.0 10.000 150 12.030 to 0.0 2.000 0.0 H.26 116 9.73 0.862 0.0 12.000 0.0591 0.709 Vel = 5.35 H.26 116 0.0 1 Utr 2.0 7.000 150 12.739 to 0.0 2.000 0.0 T.39 116 9.73 0.862 0.0 9.000 0.0590 0.531 Vel = 5.35 T.39 116 -4.21 1 2Utb 34.0 13.000 150 13.270 to 0.0 28.000 3.465 T.40 108 5.52 0.862 0.0 41.000 0.0207 0.850 Vel = 3.03 T.40 108 0.09 1 Utr 2.0 1.000 150 17.585 to 0.0 2.000 0.0 T.42 108 5.61 0.862 0.0 3.000 0.0213 0.064 Vel = 3.08 T.42 108 0.0 1 Utr 2.0 13.000 150 17.649 to 0.0 2.000 0.0 H.29 108 5.61 0.862 0.0 15.000 0.0213 0.320 Vel = 3.08 H.29 108 0.0 1 0.0 11.000 150 17.969 to 0.0 0.0 0.0 H.30 108 5.61 0.862 0.0 11.000 0.0213 0.234 Vel = 3.08 H.30 108 0.0 1 Utr 2.0 12.000 150 18.203 to 0.0 2.000 0.0 T.43 108 5.61 0.862 0.0 14.000 0.0214 0.299 Vel = 3.08 T.43 108 0.0 1 Utr 2.0 3.000 150 18.502 to 0.0 2.000 0.0 T.44 108 5.61 0.862 0.0 5.000 0.0212 0.106 Vel = 3.08 T.44 108 5.74 1.25 Utr 4.0 2.000 150 18.608 to 0.0 4.000 0.0 T.45 108 11.35 1.054 0.0 6.000 0.0295 0.177 Vel = 4.17 T.45 108 5.65 1.25 T 2.44 12.000 150 18.785 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 14.440 0.0623 0.900 Vel = 6.25 S.1 104 0.0 1.5 2E 3.443 5.000 150 21.417 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 17.0 1.244 0.0 8.443 0.0278 0.235 Vel = 4.49 PRV 100 to MTR 100 MTR 100 to STIR 100 STR H.34 116 to H.35 116 H.35 116 to T.49 116 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 0.0 17.00 7.27 1 0.0 14.000 0.0 0.0 7.27 0.862 0.0 14.000 0.0 1 Utr 2.0 13.000 0.0 2.000 7.27 0.862 0.0 15.000 150 30.384 3.000 * * Fixed Loss = 3 0.0278 5.096 Vel = 4.49 150 38.480 0.0 0.0824 2.418 Vel = 7.01 40.898 K Factor = 2.66 150 12.030 0.0 0.0344 0.482 Vel = 4.00 150 12.512 0.0 0.0345 0.517 Vel = 4.00 T.49 116 0.0 1 0.0 2.000 150 13.029 to 0.0 0.0 0.0 H.33 116 7.27 0.862 0.0 2.000 0.0340 0.068 Vel = 4.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 7TH AVE SHORT PLAT PLAN 3010 GR - One Head Calculation (H.34) Date 2/15/2021 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.33 116 0.0 1 Utr 2.0 8.000 150 13.097 to 0.0 2.000 0.0 H.32 116 7.27 0.862 0.0 10.000 0.0345 0.345 Vel = 4.00 H.32 116 0.0 1 0.0 2.000 150 13.442 to 0.0 0.0 0.0 T.48 116 7.27 0.862 0.0 2.000 0.0345 0.069 Vel = 4.00 T.48 116 -2.84 1 2Utb 34.0 21.000 150 13.511 to 0.0 28.000 3.465 T.46 108 4.43 0.862 0.0 49.000 0.0138 0.675 Vel = 2.44 T.46 108 1.31 1 0.0 12.000 150 17.651 to 0.0 0.0 0.0 H.31 108 5.74 0.862 0.0 12.000 0.0223 0.267 Vel = 3.16 H.31 108 0.0 1 Utr 2.0 11.000 150 17.918 to 0.0 2.000 0.0 H.27 108 5.74 0.862 0.0 13.000 0.0223 0.290 Vel = 3.16 H.27 108 0.0 1 Utb 17.0 2.000 150 18.208 to Utr 2.0 16.000 0.0 T.44 108 5.74 0.862 0.0 18.000 0.0222 0.400 Vel = 3.16 T.44 T.39 116 to T.38 116 T.38 116 to H.17 116 0.0 5.74 4.20 1 Utr 2.0 3.000 0.0 2.000 4.2 0.862 0.0 5.000 0.0 1 Utr 2.0 5.000 0.0 2.000 4.2 0.862 0.0 7.000 18.608 K Factor = 1.33 150 13.270 0.0 0.0126 0.063 Vel = 2.31 150 13.333 0.0 0.0124 0.087 Vel = 2.31 H.17 116 0.0 1 Utr 2.0 10.000 150 13.420 to 0.0 2.000 0.0 H.8 116 4.2 0.862 0.0 12.000 0.0125 0.150 Vel = 2.31 H.8 116 0.0 1 Utr 2.0 9.000 150 13.570 to 0.0 2.000 0.0 H.7 116 4.2 0.862 0.0 11.000 0.0125 0.138 Vel = 2.31 H.7 116 0.0 1 Utr 2.0 10.000 150 13.708 to 0.0 2.000 0.0 H.16 116 4.2 0.862 0.0 12.000 0.0125 0.150 Vel = 2.31 H.16 116 0.0 1 Utr 2.0 17.000 150 13.858 to 0.0 2.000 0.0 H.25 116 4.2 0.862 0.0 19.000 0.0125 0.238 Vel = 2.31 H.25 116 0.0 1 0.0 3.000 150 14.096 to 0.0 0.0 0.0 T.41 116 4.2 0.862 0.0 3.000 0.0123 0.037 Vel = 2.31 T.41 116 1.45 1 2Utb 34.0 27.000 150 14.133 to 0.0 28.000 3.465 T.45 108 5.65 0.862 0.0 55.000 0.0216 1.187 Vel = 3.11 0.0 T.45 5.65 18.785 K Factor = 1.30 T.48 116 2.84 1 Utr 2.0 3.000 150 13.511 to 0.0 2.000 0.0 T.47 116 2.84 0.862 0.0 5.000 0.0060 0.030 Vel = 1.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 7TH AVE SHORT PLAT PLAN 3010 GR - One Head Calculation (H.34) Date 2/15/2021 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.47 116 0.0 1 Utr 2.0 7.000 150 13.541 to 0.0 2.000 0.0 H.22 116 2.84 0.862 0.0 9.000 0.0060 0.054 Vel = 1.56 H.22 116 0.0 1 Utr 2.0 9.000 150 13.595 to 0.0 2.000 0.0 H.18 116 2.84 0.862 0.0 11.000 0.0061 0.067 Vel = 1.56 H.18 116 0.0 1 Utr 2.0 9.000 150 13.662 to 0.0 2.000 0.0 H.9 116 2.84 0.862 0.0 11.000 0.0060 0.066 Vel = 1.56 H.9 116 0.0 1 Utr 2.0 22.000 150 13.728 to 0.0 2.000 0.0 H.23 116 2.84 0.862 0.0 24.000 0.0060 0.145 Vel = 1.56 H.23 116 0.0 1 0.0 9.000 150 13.873 to 0.0 0.0 0.0 H.24 116 2.84 0.862 0.0 9.000 0.0060 0.054 Vel = 1.56 H.24 116 0.0 1 Utr 2.0 13.000 150 13.927 to 0.0 2.000 0.0 H.13 116 2.84 0.862 0.0 15.000 0.0061 0.091 Vel = 1.56 H.13 116 0.0 1 Utr 2.0 3.000 150 14.018 to 0.0 2.000 0.0 T.37 116 2.84 0.862 0.0 5.000 0.0060 0.030 Vel = 1.56 T.37 116 -1.45 1 2Utb 34.0 16.000 150 14.048 to 0.0 28.000 3.465 T.36 108 1.39 0.862 0.0 44.000 0.0016 0.071 Vel = 0.76 T.36 108 -0.08 1 Utr 2.0 3.000 150 17.584 to 0.0 2.000 0.0 H.11 108 1.31 0.862 0.0 5.000 0.0016 0.008 Vel = 0.72 H.11 108 0.0 1 Utr 2.0 12.000 150 17.592 to 0.0 2.000 0.0 H.12 108 1.31 0.862 0.0 14.000 0.0014 0.020 Vel = 0.72 H.12 108 0.0 1 Utr 2.0 16.000 150 17.612 to 0.0 2.000 0.0 H.28 108 1.31 0.862 0.0 18.000 0.0014 0.026 Vel = 0.72 H.28 108 0.0 1 Utr 2.0 7.000 150 17.638 to 0.0 2.000 0.0 T.46 108 1.31 0.862 0.0 9.000 0.0014 0.013 Vel = 0.72 0.0 T.46 1.31 17.651 K Factor = 0.31 T.37 116 1.44 1 Utr 2.0 9.000 150 14.048 to 0.0 2.000 0.0 H.1 116 1.44 0.862 0.0 11.000 0.0017 0.019 Vel = 0.79 H.1 116 0.0 1 Utr 2.0 9.000 150 14.067 to 0.0 2.000 0.0 H.2 116 1.44 0.862 0.0 11.000 0.0017 0.019 Vel = 0.79 H.2 116 0.0 1 Utr 2.0 13.000 150 14.086 to 0.0 2.000 0.0 H.14 116 1.44 0.862 0.0 15.000 0.0017 0.026 Vel = 0.79 H.14 116 0.0 1 Utr 2.0 10.000 150 14.112 to 0.0 2.000 0.0 T.41 116 1.44 0.862 0.0 12.000 0.0018 0.021 Vel = 0.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 7TH AVE SHORT PLAT PLAN 3010 GR - One Head Calculation (H.34) Date 2/15/2021 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.41 1.44 14.133 K Factor = 0.38 T.36 108 0.08 1 Utr 2.0 9.000 150 17.584 to 0.0 2.000 0.0 H.3 108 0.08 0.862 0.0 11.000 0 0.0 Vel = 0.04 H.3 108 0.0 1 Utr 2.0 31.000 150 17.584 to 0.0 2.000 0.0 H.19 108 0.08 0.862 0.0 33.000 0 0.001 Vel = 0.04 H.19 108 0.0 1 0.0 11.000 150 17.585 to 0.0 0.0 0.0 H.10 108 0.08 0.862 0.0 11.000 0 0.0 Vel = 0.04 H.10 108 0.0 1 Utr 2.0 9.000 150 17.585 to 0.0 2.000 0.0 H.6 108 0.08 0.862 0.0 11.000 0 0.0 Vel = 0.04 H.6 108 0.0 1 Utr 2.0 4.000 150 17.585 to 0.0 2.000 0.0 H.5 108 0.08 0.862 0.0 6.000 0 0.0 Vel = 0.04 H.5 108 0.0 1 Utr 2.0 12.000 150 17.585 to 0.0 2.000 0.0 HA 108 0.08 0.862 0.0 14.000 0 0.0 Vel = 0.04 HA 108 0.0 1 Utr 2.0 9.000 150 17.585 to 0.0 2.000 0.0 H.15 108 0.08 0.862 0.0 11.000 0 0.0 Vel = 0.04 H.15 108 0.0 1 Utr 2.0 8.000 150 17.585 to 0.0 2.000 0.0 H.20 108 0.08 0.862 0.0 10.000 0 0.0 Vel = 0.04 H.20 108 0.0 1 Utr 2.0 4.000 150 17.585 to 0.0 2.000 0.0 T.40 108 0.08 0.862 0.0 6.000 0 0.0 Vel = 0.04 0.0 T.40 0.08 17.585 K Factor = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �oA ri�i e�ra�wisatrrrrr�rra�rYrIM1g11p 1� fWA PRFIRE=XXiO q Sp8YWTEMB i Thomas (301 i 7678-0409_A LgVM 1 i 11 Advanced Plumbing N, LLC s i i ZVA838J0 72131/ brsrrnrroraerrwrrAmrrrrrrrrRrri DESIGN SERA �1 A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name 7TH AVE SHORT PLAT PLAN 3010 GR - Two Head Calculation (H.9 & H.18) Drawing RESIDENTIAL Location EDMONDS. WA Remote Area 1 Contract 210215-02 Data File 210215-02 7th Ave Short Plat Plan 3010 GR.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 7TH AVE SHORT PLAT PLAN 3010 GR - Two Head Calculation (H.9 & H.18) Date 2/15/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - 7TH AVE SHORT PLAT PLAN 3010 GR Location - EDMONDS. WA Date - 02-15-2021 Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED PLUMBING Contract No. - 210215-02 Calculated By - LIBBY BABB 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 26.0246 Psi Required 51.02 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) - 100 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 A-PEX Design Services Inc. 7TH AVE SHORT PLAT PLAN 3010 GR - Two Head Calculation (H.9 & H.18) Page 2 Date 2/15/2021 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.025 C2 - Residual Flow 500 D2 - System Pressure 51.016 Hose ( Demand ) D3 - System Demand : 26.025 Safety Margin 48.646 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 R 60 D2 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 A-PEX Design Services Inc. 7TH AVE SHORT PLAT PLAN 3010 GR - Two Head Calculation (H.9 & H.18) Fitting Legend Abbrev. Name Page 3 Date 2/15/2021 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 A-PEX Design Services Inc. Page 4 7TH AVE SHORT PLAT PLAN 3010 GR - Two Head Calculation (H.9 & H.18) Date 2/15/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 20 500.0 99.662 26.02 51.016 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 116.0 4.9 7.04 13.0 H.23 116.0 8.93 H.24 116.0 9.64 H.13 116.0 10.82 T.37 116.0 11.21 T.36 108.0 15.46 H.3 108.0 15.54 H.19 108.0 15.78 H.10 108.0 15.86 H.6 108.0 15.94 H.5 108.0 15.98 HA 108.0 16.09 H.15 108.0 16.17 H.20 108.0 16.24 T.40 108.0 16.28 T.42 108.0 16.4 H.29 108.0 16.98 H.30 108.0 17.4 T.43 108.0 17.94 T.44 108.0 18.14 T.45 108.0 18.53 S.1 104.0 22.24 PRV 100.0 31.49 MTR 100.0 45.7 STIR 100.0 51.02 H.18 116.0 4.9 7.06 13.02 H.22 116.0 8.45 T.47 116.0 9.59 T.48 116.0 10.22 T.46 108.0 15.6 H.31 108.0 16.3 H.27 108.0 17.07 H.32 116.0 10.28 H.33 116.0 10.59 T.49 116.0 10.66 H.35 116.0 11.12 H.34 116.0 11.56 H.26 116.0 11.93 T.39 116.0 12.21 H.1 116.0 11.5 H.2 116.0 11.79 H.14 116.0 12.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 7TH AVE SHORT PLAT PLAN 3010 GR - Two Head Calculation (H.9 & H.18) Date 2/15/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.41 116.0 12.5 H.11 108.0 15.47 H.12 108.0 15.52 H.28 108.0 15.57 T.38 116.0 12.23 H.17 116.0 12.26 H.8 116.0 12.31 H.7 116.0 12.36 H.16 116.0 12.41 H.25 116.0 12.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 7TH AVE SHORT PLAT PLAN 3010 GR - Two Head Calculation (H.9 & H.18) Date 2/15/2021 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.9 116 4.90 11.36 1 Utr 2.0 22.000 150 7.040 to 0.0 2.000 0.0 H.23 116 11.36 0.862 0.0 24.000 0.0787 1.888 Vel = 6.25 H.23 116 0.0 1 0.0 9.000 150 8.928 to 0.0 0.0 0.0 H.24 116 11.36 0.862 0.0 9.000 0.0788 0.709 Vel = 6.25 H.24 116 0.0 1 Utr 2.0 13.000 150 9.637 to 0.0 2.000 0.0 H.13 116 11.36 0.862 0.0 15.000 0.0787 1.180 Vel = 6.25 H.13 116 0.0 1 Utr 2.0 3.000 150 10.817 to 0.0 2.000 0.0 T.37 116 11.36 0.862 0.0 5.000 0.0786 0.393 Vel = 6.25 T.37 116 -6.27 1 2Utb 34.0 16.000 150 11.210 to 0.0 28.000 3.465 T.36 108 5.09 0.862 0.0 44.000 0.0178 0.783 Vel = 2.80 T.36 108 -1.95 1 Utr 2.0 9.000 150 15.458 to 0.0 2.000 0.0 H.3 108 3.14 0.862 0.0 11.000 0.0074 0.081 Vel = 1.73 H.3 108 0.0 1 Utr 2.0 31.000 150 15.539 to 0.0 2.000 0.0 H.19 108 3.14 0.862 0.0 33.000 0.0073 0.240 Vel = 1.73 H.19 108 0.0 1 0.0 11.000 150 15.779 to 0.0 0.0 0.0 H.10 108 3.14 0.862 0.0 11.000 0.0074 0.081 Vel = 1.73 H.10 108 0.0 1 Utr 2.0 9.000 150 15.860 to 0.0 2.000 0.0 H.6 108 3.14 0.862 0.0 11.000 0.0073 0.080 Vel = 1.73 H.6 108 0.0 1 Utr 2.0 4.000 150 15.940 to 0.0 2.000 0.0 H.5 108 3.14 0.862 0.0 6.000 0.0072 0.043 Vel = 1.73 H.5 108 0.0 1 Utr 2.0 12.000 150 15.983 to 0.0 2.000 0.0 HA 108 3.14 0.862 0.0 14.000 0.0074 0.103 Vel = 1.73 HA 108 0.0 1 Utr 2.0 9.000 150 16.086 to 0.0 2.000 0.0 H.15 108 3.14 0.862 0.0 11.000 0.0073 0.080 Vel = 1.73 H.15 108 0.0 1 Utr 2.0 8.000 150 16.166 to 0.0 2.000 0.0 H.20 108 3.14 0.862 0.0 10.000 0.0073 0.073 Vel = 1.73 H.20 108 0.0 1 Utr 2.0 4.000 150 16.239 to 0.0 2.000 0.0 T.40 108 3.14 0.862 0.0 6.000 0.0072 0.043 Vel = 1.73 T.40 108 4.59 1 Utr 2.0 1.000 150 16.282 to 0.0 2.000 0.0 T.42 108 7.73 0.862 0.0 3.000 0.0387 0.116 Vel = 4.25 T.42 108 0.0 1 Utr 2.0 13.000 150 16.398 to 0.0 2.000 0.0 H.29 108 7.73 0.862 0.0 15.000 0.0386 0.579 Vel = 4.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 7TH AVE SHORT PLAT PLAN 3010 GR - Two Head Calculation (H.9 & H.18) Date 2/15/2021 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 0.0 11.000 150 16.977 to 0.0 0.0 0.0 H.30 108 7.73 0.862 0.0 11.000 0.0386 0.425 Vel = 4.25 H.30 108 0.0 1 Utr 2.0 12.000 150 17.402 to 0.0 2.000 0.0 T.43 108 7.73 0.862 0.0 14.000 0.0386 0.541 Vel = 4.25 T.43 108 0.0 1 Utr 2.0 3.000 150 17.943 to 0.0 2.000 0.0 T.44 108 7.73 0.862 0.0 5.000 0.0386 0.193 Vel = 4.25 T.44 108 9.73 1.25 Utr 4.0 2.000 150 18.136 to 0.0 4.000 0.0 T.45 108 17.46 1.054 0.0 6.000 0.0653 0.392 Vel = 6.42 T.45 108 8.56 1.25 T 2.44 12.000 150 18.528 to 0.0 2.440 1.732 S.1 104 26.02 1.054 0.0 14.440 0.1370 1.978 Vel = 9.57 S.1 104 0.0 1.5 2E 3.443 5.000 150 22.238 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 26.02 1.244 0.0 8.443 0.0612 0.517 Vel = 6.87 PRV 100 0.0 1.5 2E 3.443 180.000 150 31.487 to 0.0 3.443 3.000 * * Fixed Loss = 3 MTR 100 26.02 1.244 0.0 183.443 0.0611 11.208 Vel = 6.87 MTR 100 0.0 1 E 2.336 20.000 150 45.695 to T 5.841 9.345 0.0 STIR 100 26.02 0.995 G 1.168 29.345 0.1813 5.321 Vel = 10.74 0.0 STR 26.02 51.016 K Factor = 3.64 H.9 116 1.64 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.18 116 1.64 0.862 0.0 11.000 0.0022 0.024 Vel = 0.90 H.18 116 4.90 13.02 1 Utr 2.0 9.000 150 7.064 to 0.0 2.000 0.0 H.22 116 14.66 0.862 0.0 11.000 0.1262 1.388 Vel = 8.06 H.22 116 0.0 1 Utr 2.0 7.000 150 8.452 to 0.0 2.000 0.0 T.47 116 14.66 0.862 0.0 9.000 0.1262 1.136 Vel = 8.06 T.47 116 0.0 1 Utr 2.0 3.000 150 9.588 to 0.0 2.000 0.0 T.48 116 14.66 0.862 0.0 5.000 0.1262 0.631 Vel = 8.06 T.48 116 -6.88 1 2Utb 34.0 21.000 150 10.219 to 0.0 28.000 3.465 T.46 108 7.78 0.862 0.0 49.000 0.0390 1.913 Vel = 4.28 T.46 108 1.95 1 0.0 12.000 150 15.597 to 0.0 0.0 0.0 H.31 108 9.73 0.862 0.0 12.000 0.0590 0.708 Vel = 5.35 H.31 108 0.0 1 Utr 2.0 11.000 150 16.305 to 0.0 2.000 0.0 H.27 108 9.73 0.862 0.0 13.000 0.0591 0.768 Vel = 5.35 H.27 108 0.0 1 Utb 17.0 2.000 150 17.073 to Utr 2.0 16.000 0.0 T.44 108 9.73 0.862 0.0 18.000 0.0591 1.063 Vel = 5.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 7TH AVE SHORT PLAT PLAN 3010 GR - Two Head Calculation (H.9 & H.18) Date 2/15/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf T.44 0.0 9.73 18.136 K Factor = 2.28 T.48 116 6.89 1 0.0 2.000 150 10.219 to 0.0 0.0 0.0 H.32 116 6.89 0.862 0.0 2.000 0.0310 0.062 Vel = 3.79 H.32 116 to H.33 116 H.33 116 to T.49 116 T.49 116 to H.35 116 H.35 116 to H.34 116 H.34 116 to H.26 116 H.26 116 to T.39 116 T.39 116 to T.40 108 T.40 T.37 116 to H.1 116 H.1 116 to H.2 116 H.2 116 to H.14 116 H.14 116 to T.41 116 T.41 116 to T.45 108 0.0 1 Utr 2.0 8.000 0.0 2.000 6.89 0.862 0.0 10.000 0.0 1 0.0 2.000 0.0 0.0 6.89 0.862 0.0 2.000 0.0 1 Utr 2.0 13.000 0.0 2.000 6.89 0.862 0.0 15.000 0.0 1 0.0 14.000 0.0 0.0 6.89 0.862 0.0 14.000 0.0 1 Utr 2.0 10.000 0.0 2.000 6.89 0.862 0.0 12.000 0.0 1 Utr 2.0 7.000 0.0 2.000 6.89 0.862 0.0 9.000 -2.30 1 2Utb 34.0 13.000 0.0 28.000 4.59 0.862 0.0 41.000 0.0 4.59 6.27 1 Utr 2.0 9.000 0.0 2.000 6.27 0.862 0.0 11.000 0.0 1 Utr 2.0 9.000 0.0 2.000 6.27 0.862 0.0 11.000 0.0 1 Utr 2.0 13.000 0.0 2.000 6.27 0.862 0.0 15.000 0.0 1 Utr 2.0 10.000 0.0 2.000 6.27 0.862 0.0 12.000 2.30 1 2Utb 34.0 27.000 0.0 28.000 8.57 0.862 0.0 55.000 150 10.281 0.0 0.0312 0.312 Vel = 3.79 150 10.593 0.0 0.0310 0.062 Vel = 3.79 150 10.655 0.0 0.0312 0.468 Vel = 3.79 150 11.123 0.0 0.0311 0.436 Vel = 3.79 150 11.559 0.0 0.0312 0.374 Vel = 3.79 150 11.933 0.0 0.0312 0.281 Vel = 3.79 150 12.214 3.465 0.0147 0.603 Vel = 2.52 16.282 K Factor = 1.14 150 11.210 0.0 0.0263 0.289 Vel = 3.45 150 11.499 0.0 0.0262 0.288 Vel = 3.45 150 11.787 0.0 0.0263 0.394 Vel = 3.45 150 12.181 0.0 0.0262 0.315 Vel = 3.45 150 12.496 3.465 0.0467 2.567 Vel = 4.71 0.0 T.45 8.57 18.528 K Factor = 1.99 T.36 108 1.95 1 Utr 2.0 3.000 150 15.458 to 0.0 2.000 0.0 H.11 108 1.95 0.862 0.0 5.000 0.0032 0.016 Vel = 1.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 7TH AVE SHORT PLAT PLAN 3010 GR - Two Head Calculation (H.9 & H.18) Date 2/15/2021 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.11 108 0.0 1 Utr 2.0 12.000 150 15.474 to 0.0 2.000 0.0 H.12 108 1.95 0.862 0.0 14.000 0.0030 0.042 Vel = 1.07 H.12 108 0.0 1 Utr 2.0 16.000 150 15.516 to 0.0 2.000 0.0 H.28 108 1.95 0.862 0.0 18.000 0.0030 0.054 Vel = 1.07 H.28 108 0.0 1 Utr 2.0 7.000 150 15.570 to 0.0 2.000 0.0 T.46 108 1.95 0.862 0.0 9.000 0.0030 0.027 Vel = 1.07 0.0 T.46 1.95 15.597 K Factor = 0.49 T.39 116 2.30 1 Utr 2.0 3.000 150 12.214 to 0.0 2.000 0.0 T.38 116 2.3 0.862 0.0 5.000 0.0040 0.020 Vel = 1.26 T.38 116 0.0 1 Utr 2.0 5.000 150 12.234 to 0.0 2.000 0.0 H.17 116 2.3 0.862 0.0 7.000 0.0041 0.029 Vel = 1.26 H.17 116 0.0 1 Utr 2.0 10.000 150 12.263 to 0.0 2.000 0.0 H.8 116 2.3 0.862 0.0 12.000 0.0041 0.049 Vel = 1.26 H.8 116 0.0 1 Utr 2.0 9.000 150 12.312 to 0.0 2.000 0.0 H.7 116 2.3 0.862 0.0 11.000 0.0041 0.045 Vel = 1.26 H.7 116 0.0 1 Utr 2.0 10.000 150 12.357 to 0.0 2.000 0.0 H.16 116 2.3 0.862 0.0 12.000 0.0041 0.049 Vel = 1.26 H.16 116 0.0 1 Utr 2.0 17.000 150 12.406 to 0.0 2.000 0.0 H.25 116 2.3 0.862 0.0 19.000 0.0041 0.077 Vel = 1.26 H.25 116 0.0 1 0.0 3.000 150 12.483 to 0.0 0.0 0.0 T.41 116 2.3 0.862 0.0 3.000 0.0043 0.013 Vel = 1.26 0.0 T.41 2.30 12.496 K Factor = 0.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087