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REVIEWED FIR2023-0002+Calculations+1.10.2023_9.02.21_AM+3306144RECEIVED INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: Jan 10 2023---------••-.--..--..�-------■ �-------------�--------------q ■ CITY OF EDMONDS It WASHINGTON STATE � WASHIN■iTON STATE � DEVELOPMENT SERVICES ■ CERTIFICATE OF COMPETENCY � ■ CERTIFICATE OF COMPETENCY ■ DEPARTMENT ; FIRE PROTECTION SPRINKLER SYSTEMS ■ � FIRE PROTECTION SPRINKLER SYSTEMS � ■ r Libby Marie Babb ■ ■ Thomas Gall ■ ■ 3791-0722-A Level 1 i 7frI8-�1409.A Luh� i A-Pex Design Services, Inc. ei ■ Advanced Plur}ibirig�, ��` �£ � �� a■ i APi=XDDS7821{5 �■ ■ ■ ADVA 48 8J ,.■ a ■ ■ ExplsSs rl r Stigma Explros ■ osc sass : ■ ■ S19naLr use 31,23 Er---�---war--r—rr�r----- .rr—a ■�-------------ss--------- ----i F I R2023-0002 ANOW DESIGN A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name 92ND AVE RESIDENCE - One Head Calculation (H.8) Drawing RESIDENTIAL Location 21322 92ND PL W EDMONDS WA 98020 Remote Area 1 Contract 221227-02 Data File 221227-02 TE21322 - 92nd Ave Residence.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 92ND AVE RESIDENCE - One Head Calculation (H.8) Date 1/6/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - 92ND AVE RESIDENCE Location - EDMONDS WA 98020 Building - RESIDENTIAL Contractor - ADVANCED PLUMBING Calculated By - LEAH BOWMAN Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 12/27/2022 System No. - 1 Contract No. - 221227-02 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 - 108 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 33.28 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) - 80 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. 92ND AVE RESIDENCE - One Head Calculation (H.8) Page 2 Date 1 /6/2023 City Water Supply: Demand: C1 - Static Pressure 80 D1 - Elevation 3.465 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 33.276 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 46.609 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 R 60 E 50 40 D2 30 20 10 94 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. 92ND AVE RESIDENCE - One Head Calculation (H.8) Fitting Legend Abbrev. Name Page 3 Date 1 /6/2023 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 92ND AVE RESIDENCE - One Head Calculation (H.8) Date 1/6/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 80.0 20 500.0 79.885 17.0 33.276 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.8 108.0 4.9 12.03 T.41 108.0 13.33 T.40 116.0 12.35 H.2 108.0 16.19 T.38 108.0 17.21 T.37 108.0 17.49 S.1 104.0 20.25 PRV 100.0 25.22 MTR 100.0 30.86 STR 100.0 33.28 H.17 108.0 12.38 H.22 108.0 12.57 H.30 108.0 12.96 H.31 108.0 13.15 H.33 108.0 13.43 H.25 108.0 13.62 T.47 108.0 13.69 T.46 116.0 11.6 H.24 116.0 11.67 H.32 116.0 11.86 T.48 116.0 11.91 H.29 108.0 15.52 H.36 108.0 15.72 H.28 108.0 15.88 H.18 108.0 16.16 H.14 108.0 16.32 H.13 108.0 16.49 T.43 108.0 16.55 H.11 108.0 16.68 H.12 108.0 16.85 H.5 108.0 17.08 H.1 108.0 17.23 HA 108.0 13.35 T.39 108.0 13.39 H.3 108.0 13.41 H.7 108.0 13.47 T.42 108.0 13.5 H.10 108.0 13.52 T.44 108.0 13.63 T.45 108.0 13.64 H.23 108.0 13.66 H.19 108.0 13.63 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 92ND AVE RESIDENCE - One Head Calculation (H.8) Date 1/6/2023 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.26 116.0 11.66 H.34 116.0 11.72 H.35 116.0 11.79 H.27 116.0 11.85 H.21 116.0 11.95 H.20 116.0 12.02 H.15 116.0 12.08 H.16 116.0 12.14 H.9 116.0 12.24 H.6 116.0 12.3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 92ND AVE RESIDENCE - One Head Calculation (H.8) Date 1/6/2023 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.8 108 4.90 11.99 1 Utr 2.0 13.000 150 12.030 to 0.0 2.000 0.0 T.41 108 11.99 0.862 0.0 15.000 0.0869 1.304 Vel = 6.59 T.41 108 -2.26 1 21Jtb 34.0 14.000 150 13.334 to 0.0 28.000 -3.465 T.40 116 9.73 0.862 0.0 42.000 0.0591 2.483 Vel = 5.35 T.40 116 2.71 1 Utr 2.0 2.000 150 12.352 to 0.0 2.000 3.465 H.2 108 12.44 0.862 0.0 4.000 0.0930 0.372 Vel = 6.84 H.2 108 0.0 1 Utr 2.0 9.000 150 16.189 to 0.0 2.000 0.0 T.38 108 12.44 0.862 0.0 11.000 0.0930 1.023 Vel = 6.84 T.38 108 0.0 1 Utr 2.0 1.000 150 17.212 to 0.0 2.000 0.0 T.37 108 12.44 0.862 0.0 3.000 0.0933 0.280 Vel = 6.84 T.37 108 4.56 1.25 T 2.44 14.000 150 17.492 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 16.440 0.0623 1.024 Vel = 6.25 S.1 104 0.0 1.5 2E 3.443 5.000 150 20.248 to 0.0 3.443 4.732 * * Fixed Loss = 3 PRV 100 17.0 1.244 0.0 8.443 0.0278 0.235 Vel = 4.49 PRV 100 0.0 1.25 2E 2.44 40.000 150 25.215 to 0.0 2.440 3.000 * * Fixed Loss = 3 MTR 100 17.0 1.054 0.0 42.440 0.0623 2.642 Vel = 6.25 MTR 100 0.0 1 E 2.336 20.000 150 30.857 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 33.276 K Factor = 2.95 H.8 108 5.01 1 Utr 2.0 18.000 150 12.030 to 0.0 2.000 0.0 H.17 108 5.01 0.862 0.0 20.000 0.0173 0.346 Vel = 2.75 H.17 108 0.0 1 Utr 2.0 9.000 150 12.376 to 0.0 2.000 0.0 H.22 108 5.01 0.862 0.0 11.000 0.0173 0.190 Vel = 2.75 H.22 108 0.0 1 Utr 2.0 21.000 150 12.566 to 0.0 2.000 0.0 H.30 108 5.01 0.862 0.0 23.000 0.0173 0.398 Vel = 2.75 H.30 108 0.0 1 Utr 2.0 9.000 150 12.964 to 0.0 2.000 0.0 H.31 108 5.01 0.862 0.0 11.000 0.0173 0.190 Vel = 2.75 H.31 108 0.0 1 0.0 16.000 150 13.154 to 0.0 0.0 0.0 H.33 108 5.01 0.862 0.0 16.000 0.0173 0.277 Vel = 2.75 H.33 108 0.0 1 Utr 2.0 9.000 150 13.431 to 0.0 2.000 0.0 H.25 108 5.01 0.862 0.0 11.000 0.0173 0.190 Vel = 2.75 H.25 108 0.0 1 Utr 2.0 2.000 150 13.621 to 0.0 2.000 0.0 T.47 108 5.01 0.862 0.0 4.000 0.0173 0.069 Vel = 2.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 92ND AVE RESIDENCE - One Head Calculation (H.8) Date 1/6/2023 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.47 108 2.25 1 2Utb 34.0 12.000 150 13.690 to 0.0 28.000 -3.465 T.46 116 7.26 0.862 0.0 40.000 0.0344 1.376 Vel = 3.99 T.46 116 -2.70 1 Utr 2.0 3.000 150 11.601 to 0.0 2.000 0.0 H.24 116 4.56 0.862 0.0 5.000 0.0144 0.072 Vel = 2.51 H.24 116 0.0 1 Utr 2.0 11.000 150 11.673 to 0.0 2.000 0.0 H.32 116 4.56 0.862 0.0 13.000 0.0145 0.189 Vel = 2.51 H.32 116 0.0 1 0.0 3.000 150 11.862 to 0.0 0.0 0.0 T.48 116 4.56 0.862 0.0 3.000 0.0147 0.044 Vel = 2.51 T.48 116 0.0 1 Utr 2.0 8.000 150 11.906 to 0.0 2.000 3.465 H.29 108 4.56 0.862 0.0 10.000 0.0145 0.145 Vel = 2.51 H.29 108 0.0 1 0.0 14.000 150 15.516 to 0.0 0.0 0.0 H.36 108 4.56 0.862 0.0 14.000 0.0145 0.203 Vel = 2.51 H.36 108 0.0 1 Utr 2.0 9.000 150 15.719 to 0.0 2.000 0.0 H.28 108 4.56 0.862 0.0 11.000 0.0145 0.160 Vel = 2.51 H.28 108 0.0 1 Utr 2.0 17.000 150 15.879 to 0.0 2.000 0.0 H.18 108 4.56 0.862 0.0 19.000 0.0145 0.276 Vel = 2.51 H.18 108 to H.14 108 H.14 108 to H.13 108 H.13 108 to T.43 108 0.0 1 Utr 2.0 9.000 0.0 2.000 4.56 0.862 0.0 11.000 0.0 1 Utr 2.0 10.000 0.0 2.000 4.56 0.862 0.0 12.000 0.0 1 Utr 2.0 2.000 0.0 2.000 4.56 0.862 0.0 4.000 150 16.155 0.0 0.0145 0.160 Vel = 2.51 150 16.315 0.0 0.0145 0.174 Vel = 2.51 150 16.489 0.0 0.0145 0.058 Vel = 2.51 T.43 108 0.0 1 Utr 2.0 7.000 150 16.547 to 0.0 2.000 0.0 H.11 108 4.56 0.862 0.0 9.000 0.0146 0.131 Vel = 2.51 HA 1 108 0.0 1 Utr 2.0 10.000 150 16.678 to 0.0 2.000 0.0 H.12 108 4.56 0.862 0.0 12.000 0.0145 0.174 Vel = 2.51 H.12 108 to H.5 108 H.5 108 to H.1 108 H.1 108 to T.37 108 0.0 1 Utr 2.0 14.000 0.0 2.000 4.56 0.862 0.0 16.000 0.0 1 Utr 2.0 8.000 0.0 2.000 4.56 0.862 0.0 10.000 0.0 1 Utb 17.0 2.000 Utr 2.0 16.000 4.56 0.862 0.0 18.000 150 16.852 0.0 0.0146 0.233 Vel = 2.51 150 17.085 0.0 0.0145 0.145 Vel = 2.51 150 17.230 0.0 0.0146 0.262 Vel = 2.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 92ND AVE RESIDENCE - One Head Calculation (H.8) Date 1/6/2023 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.37 4.56 17.492 K Factor = 1.09 T.41 108 2.25 1 Utr 2.0 2.000 150 13.334 to 0.0 2.000 0.0 HA 108 2.25 0.862 0.0 4.000 0.0038 0.015 Vel = 1.24 HA 108 0.0 1 Utr 2.0 9.000 150 13.349 to 0.0 2.000 0.0 T.39 108 2.25 0.862 0.0 11.000 0.0040 0.044 Vel = 1.24 T.39 108 0.0 1 Utr 2.0 3.000 150 13.393 to 0.0 2.000 0.0 H.3 108 2.25 0.862 0.0 5.000 0.0038 0.019 Vel = 1.24 H.3 108 0.0 1 Utr 2.0 13.000 150 13.412 to 0.0 2.000 0.0 H.7 108 2.25 0.862 0.0 15.000 0.0040 0.060 Vel = 1.24 H.7 108 0.0 1 Utr 2.0 5.000 150 13.472 to 0.0 2.000 0.0 T.42 108 2.25 0.862 0.0 7.000 0.0039 0.027 Vel = 1.24 T.42 108 0.0 1 Utr 2.0 3.000 150 13.499 to 0.0 2.000 0.0 H.10 108 2.25 0.862 0.0 5.000 0.0040 0.020 Vel = 1.24 H.10 108 0.0 1 Utr 2.0 25.000 150 13.519 to 0.0 2.000 0.0 T.44 108 2.25 0.862 0.0 27.000 0.0040 0.107 Vel = 1.24 T.44 108 -0.25 1 Utr 2.0 1.000 150 13.626 to 0.0 2.000 0.0 T.45 108 2.0 0.862 0.0 3.000 0.0030 0.009 Vel = 1.10 T.45 108 0.25 1 Utr 2.0 5.000 150 13.635 to 0.0 2.000 0.0 H.23 108 2.25 0.862 0.0 7.000 0.0040 0.028 Vel = 1.24 H.23 108 0.0 1 Utr 2.0 5.000 150 13.663 to 0.0 2.000 0.0 T.47 108 2.25 0.862 0.0 7.000 0.0039 0.027 Vel = 1.24 0.0 T.47 2.25 13.690 K Factor = 0.61 T.44 108 0.26 0.75 Utb 17.0 2.000 150 13.626 to Utr 2.0 19.000 0.0 H.19 108 0.26 0.671 0.0 21.000 0.0002 0.004 Vel = 0.24 H.19 108 0.0 0.75 Utb 17.0 2.000 150 13.630 to 0.0 17.000 0.0 T.45 108 0.26 0.671 0.0 19.000 0.0003 0.005 Vel = 0.24 0.0 T.45 0.26 13.635 K Factor = 0.07 T.46 116 2.70 1 Utr 2.0 9.000 150 11.601 to 0.0 2.000 0.0 H.26 116 2.7 0.862 0.0 11.000 0.0055 0.060 Vel = 1.48 H.26 116 0.0 1 Utr 2.0 9.000 150 11.661 to 0.0 2.000 0.0 H.34 116 2.7 0.862 0.0 11.000 0.0055 0.061 Vel = 1.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 92ND AVE RESIDENCE - One Head Calculation (H.8) Date 1/6/2023 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 0.0 1 0.0 12.000 150 11.722 to 0.0 0.0 0.0 H.35 116 2.7 0.862 0.0 12.000 0.0055 0.066 Vel = 1.48 H.35 116 0.0 1 Utr 2.0 9.000 150 11.788 to 0.0 2.000 0.0 H.27 116 2.7 0.862 0.0 11.000 0.0055 0.061 Vel = 1.48 H.27 116 0.0 1 Utr 2.0 17.000 150 11.849 to 0.0 2.000 0.0 H.21 116 2.7 0.862 0.0 19.000 0.0055 0.105 Vel = 1.48 H.21 116 0.0 1 Utr 2.0 9.000 150 11.954 to 0.0 2.000 0.0 H.20 116 2.7 0.862 0.0 11.000 0.0055 0.061 Vel = 1.48 H.20 116 0.0 1 Utr 2.0 9.000 150 12.015 to 0.0 2.000 0.0 H.15 116 2.7 0.862 0.0 11.000 0.0055 0.061 Vel = 1.48 H.15 116 0.0 1 Utr 2.0 9.000 150 12.076 to 0.0 2.000 0.0 H.16 116 2.7 0.862 0.0 11.000 0.0055 0.061 Vel = 1.48 H.16 116 0.0 1 Utr 2.0 17.000 150 12.137 to 0.0 2.000 0.0 H.9 116 2.7 0.862 0.0 19.000 0.0055 0.105 Vel = 1.48 H.9 116 0.0 1 Utr 2.0 9.000 150 12.242 to 0.0 2.000 0.0 H.6 116 2.7 0.862 0.0 11.000 0.0055 0.060 Vel = 1.48 H.6 116 0.0 1 Utr 2.0 7.000 150 12.302 to 0.0 2.000 0.0 T.40 116 2.7 0.862 0.0 9.000 0.0056 0.050 Vel = 1.48 0.0 T.40 2.70 12.352 K Factor = 0.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: A Now DESIGN SERA �rrrrrrrrfirrrrrrrrrwrrrrrrrr� ■ WASNINGTON STATE ■ CERTIFICATE OF COMPETENCY � FIRE PROTECTION SPRINKLER SYSTEMS ■ in Libby Marie Babb ■ 3791-0722-A Level i ■ A-Pex Design Services, Inc. e i i APEXDDS782K5 ■ Ex Iris M ■ /� 4 ■ signalmnO ■ Srrr1■�rr�sl■Is��lA�rrrrilw�rr rrrrri A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name 92ND AVE RESIDENCE - Two Head Calculation (H.21 & H.20) Drawing RESIDENTIAL Location 21322 92ND PL W EDMONDS WA 98020 Remote Area 1 Contract 221227-02 Data File 221227-02 TE21322 - 92nd Ave Residence.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 92ND AVE RESIDENCE - Two Head Calculation (H.21 & H.20) Date 1/6/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - 92ND AVE RESIDENCE Location - EDMONDS WA 98020 Building - RESIDENTIAL Contractor - ADVANCED PLUMBING Calculated By - LEAH BOWMAN Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 12/27/2022 System No. - 1 Contract No. - 221227-02 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 - 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 26.0137 Psi Required 44.74 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) - 80 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. 92ND AVE RESIDENCE - Two Head Calculation (H.21 & H.20) Page 2 Date 1 /6/2023 City Water Supply: Demand: C1 - Static Pressure 80 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 26.014 C2 - Residual Flow 500 D2 - System Pressure 44.738 Hose ( Demand ) D3 - System Demand : 26.014 Safety Margin 35.008 150 140 130 P 120 R 110 E 100 S 90 C1 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 A-PEX Design Services Inc. 92ND AVE RESIDENCE - Two Head Calculation (H.21 & H.20) Fitting Legend Abbrev. Name Page 3 Date 1 /6/2023 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 92ND AVE RESIDENCE - Two Head Calculation (H.21 & H.20) Date 1/6/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 80.0 20 500.0 79.747 26.01 44.738 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.21 116.0 4.9 7.04 13.0 H.27 116.0 8.66 H.35 116.0 9.6 H.34 116.0 10.62 H.26 116.0 11.56 T.46 116.0 12.49 T.47 108.0 16.6 H.23 108.0 16.64 T.45 108.0 16.67 T.44 108.0 16.68 H.10 108.0 16.82 T.42 108.0 16.84 H.7 108.0 16.88 H.3 108.0 16.95 T.39 108.0 16.98 HA 108.0 17.03 T.41 108.0 17.05 T.40 116.0 14.26 H.2 108.0 18.54 T.38 108.0 20.77 T.37 108.0 21.38 S.1 104.0 25.37 PRV 100.0 30.61 MTR 100.0 39.42 STIR 100.0 44.74 H.20 116.0 4.9 7.05 13.01 H.15 116.0 8.35 H.16 116.0 9.65 H.9 116.0 11.9 H.6 116.0 13.2 H.24 116.0 12.66 H.32 116.0 13.08 T.48 116.0 13.18 H.29 108.0 16.97 H.36 108.0 17.42 H.28 108.0 17.78 H.18 108.0 18.4 H.14 108.0 18.75 H.13 108.0 19.14 T.43 108.0 19.27 HA 1 108.0 19.57 H.12 108.0 19.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. 92ND AVE RESIDENCE - Two Head Calculation (H.21 & H.20) NODE ANALYSIS (cont.) Page 5 Date 1 /6/2023 Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 108.0 20.47 H.1 108.0 20.8 H.25 108.0 16.62 H.33 108.0 16.66 H.31 108.0 16.73 H.30 108.0 16.77 H.22 108.0 16.86 H.17 108.0 16.91 H.8 108.0 16.99 H.19 108.0 16.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 92ND AVE RESIDENCE - Two Head Calculation (H.21 & H.20) Date 1/6/2023 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.21 116 4.90 11.86 1 Utr 2.0 17.000 150 7.040 to 0.0 2.000 0.0 H.27 116 11.86 0.862 0.0 19.000 0.0852 1.619 Vel = 6.52 H.27 116 0.0 1 Utr 2.0 9.000 150 8.659 to 0.0 2.000 0.0 H.35 116 11.86 0.862 0.0 11.000 0.0853 0.938 Vel = 6.52 H.35 116 0.0 1 0.0 12.000 150 9.597 to 0.0 0.0 0.0 H.34 116 11.86 0.862 0.0 12.000 0.0852 1.022 Vel = 6.52 H.34 116 0.0 1 Utr 2.0 9.000 150 10.619 to 0.0 2.000 0.0 H.26 116 11.86 0.862 0.0 11.000 0.0853 0.938 Vel = 6.52 H.26 116 0.0 1 Utr 2.0 9.000 150 11.557 to 0.0 2.000 0.0 T.46 116 11.86 0.862 0.0 11.000 0.0852 0.937 Vel = 6.52 T.46 116 -7.04 1 2Utb 34.0 12.000 150 12.494 to 0.0 28.000 3.465 T.47 108 4.82 0.862 0.0 40.000 0.0161 0.644 Vel = 2.65 T.47 108 -2.28 1 Utr 2.0 5.000 150 16.603 to 0.0 2.000 0.0 H.23 108 2.54 0.862 0.0 7.000 0.0050 0.035 Vel = 1.40 H.23 108 0.0 1 Utr 2.0 5.000 150 16.638 to 0.0 2.000 0.0 T.45 108 2.54 0.862 0.0 7.000 0.0049 0.034 Vel = 1.40 T.45 108 -0.28 1 Utr 2.0 1.000 150 16.672 to 0.0 2.000 0.0 T.44 108 2.26 0.862 0.0 3.000 0.0040 0.012 Vel = 1.24 T.44 108 0.28 1 Utr 2.0 25.000 150 16.684 to 0.0 2.000 0.0 H.10 108 2.54 0.862 0.0 27.000 0.0049 0.133 Vel = 1.40 H.10 108 0.0 1 Utr 2.0 3.000 150 16.817 to 0.0 2.000 0.0 T.42 108 2.54 0.862 0.0 5.000 0.0050 0.025 Vel = 1.40 T.42 108 to H.7 108 H.7 108 to H.3 108 H.3 108 to T.39 108 T.39 108 to HA 108 HA 108 to T.41 108 0.0 1 Utr 2.0 5.000 0.0 2.000 2.54 0.862 0.0 7.000 0.0 1 Utr 2.0 13.000 0.0 2.000 2.54 0.862 0.0 15.000 0.0 1 Utr 2.0 3.000 0.0 2.000 2.54 0.862 0.0 5.000 0.0 1 Utr 2.0 9.000 0.0 2.000 2.54 0.862 0.0 11.000 0.0 1 Utr 2.0 2.000 0.0 2.000 2.54 0.862 0.0 4.000 150 16.842 0.0 0.0050 0.035 Vel = 1.40 150 16.877 0.0 0.0049 0.074 Vel = 1.40 150 16.951 0.0 0.0048 0.024 Vel = 1.40 150 16.975 0.0 0.0050 0.055 Vel = 1.40 150 17.030 0.0 0.0048 0.019 Vel = 1.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 92ND AVE RESIDENCE - Two Head Calculation (H.21 & H.20) Date 1/6/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf T.41 108 2.28 1 2Utb 34.0 14.000 150 17.049 to 0.0 28.000 -3.465 T.40 116 4.82 0.862 0.0 42.000 0.0161 0.677 Vel = 2.65 T.40 116 14.15 1 Utr 2.0 2.000 150 14.261 to 0.0 2.000 3.465 H.2 108 18.97 0.862 0.0 4.000 0.2030 0.812 Vel = 10.43 H.2 108 0.0 1 Utr 2.0 9.000 150 18.538 to 0.0 2.000 0.0 T.38 108 18.97 0.862 0.0 11.000 0.2033 2.236 Vel = 10.43 T.38 108 0.0 1 Utr 2.0 1.000 150 20.774 to 0.0 2.000 0.0 T.37 108 18.97 0.862 0.0 3.000 0.2033 0.610 Vel = 10.43 T.37 108 7.04 1.25 T 2.44 14.000 150 21.384 to 0.0 2.440 1.732 S.1 104 26.01 1.054 0.0 16.440 0.1369 2.250 Vel = 9.56 S.1 104 0.0 1.5 2E 3.443 5.000 150 25.366 to 0.0 3.443 4.732 * * Fixed Loss = 3 PRV 100 26.01 1.244 0.0 8.443 0.0611 0.516 Vel = 6.87 PRV 100 0.0 1.25 2E 2.44 40.000 150 30.614 to 0.0 2.440 3.000 * * Fixed Loss = 3 MTR 100 26.01 1.054 0.0 42.440 0.1369 5.808 Vel = 9.56 MTR 100 0.0 1 E 2.336 20.000 150 39.422 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 STR 26.01 44.738 K Factor = 3.89 H.21 116 1.14 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.20 116 1.14 0.862 0.0 11.000 0.0011 0.012 Vel = 0.63 H.20 116 4.90 13.01 1 Utr 2.0 9.000 150 7.052 to 0.0 2.000 0.0 H.15 116 14.15 0.862 0.0 11.000 0.1182 1.300 Vel = 7.78 H.15 116 0.0 1 Utr 2.0 9.000 150 8.352 to 0.0 2.000 0.0 H.16 116 14.15 0.862 0.0 11.000 0.1182 1.300 Vel = 7.78 H.16 116 0.0 1 Utr 2.0 17.000 150 9.652 to 0.0 2.000 0.0 H.9 116 14.15 0.862 0.0 19.000 0.1182 2.245 Vel = 7.78 H.9 116 0.0 1 Utr 2.0 9.000 150 11.897 to 0.0 2.000 0.0 H.6 116 14.15 0.862 0.0 11.000 0.1182 1.300 Vel = 7.78 H.6 116 0.0 1 Utr 2.0 7.000 150 13.197 to 0.0 2.000 0.0 T.40 116 14.15 0.862 0.0 9.000 0.1182 1.064 Vel = 7.78 0.0 T.40 14.15 14.261 K Factor = 3.75 T.46 116 7.04 1 Utr 2.0 3.000 150 12.494 to 0.0 2.000 0.0 H.24 116 7.04 0.862 0.0 5.000 0.0326 0.163 Vel = 3.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 92ND AVE RESIDENCE - Two Head Calculation (H.21 & H.20) Date 1/6/2023 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.24 116 0.0 1 Utr 2.0 11.000 150 12.657 to 0.0 2.000 0.0 H.32 116 7.04 0.862 0.0 13.000 0.0325 0.422 Vel = 3.87 H.32 116 0.0 1 0.0 3.000 150 13.079 to 0.0 0.0 0.0 T.48 116 7.04 0.862 0.0 3.000 0.0323 0.097 Vel = 3.87 T.48 116 0.0 1 Utr 2.0 8.000 150 13.176 to 0.0 2.000 3.465 H.29 108 7.04 0.862 0.0 10.000 0.0325 0.325 Vel = 3.87 H.29 108 0.0 1 0.0 14.000 150 16.966 to 0.0 0.0 0.0 H.36 108 7.04 0.862 0.0 14.000 0.0325 0.455 Vel = 3.87 H.36 108 0.0 1 Utr 2.0 9.000 150 17.421 to 0.0 2.000 0.0 H.28 108 7.04 0.862 0.0 11.000 0.0325 0.357 Vel = 3.87 H.28 108 0.0 1 Utr 2.0 17.000 150 17.778 to 0.0 2.000 0.0 H.18 108 7.04 0.862 0.0 19.000 0.0325 0.617 Vel = 3.87 H.18 108 0.0 1 Utr 2.0 9.000 150 18.395 to 0.0 2.000 0.0 H.14 108 7.04 0.862 0.0 11.000 0.0325 0.357 Vel = 3.87 H.14 108 0.0 1 Utr 2.0 10.000 150 18.752 to 0.0 2.000 0.0 H.13 108 7.04 0.862 0.0 12.000 0.0325 0.390 Vel = 3.87 H.13 108 to T.43 108 T.43 108 to H.11 108 H.11 108 to H.12 108 0.0 1 Utr 2.0 2.000 150 19.142 0.0 2.000 0.0 7.04 0.862 0.0 4.000 0.0325 0.130 Vel = 3.87 0.0 1 Utr 2.0 7.000 150 19.272 0.0 2.000 0.0 7.04 0.862 0.0 9.000 0.0326 0.293 Vel = 3.87 0.0 1 Utr 2.0 10.000 150 19.565 0.0 2.000 0.0 7.04 0.862 0.0 12.000 0.0324 0.389 Vel = 3.87 H.12 108 0.0 1 Utr 2.0 14.000 150 19.954 to 0.0 2.000 0.0 H.5 108 7.04 0.862 0.0 16.000 0.0325 0.520 Vel = 3.87 H.5 108 0.0 1 Utr 2.0 8.000 150 20.474 to 0.0 2.000 0.0 H.1 108 7.04 0.862 0.0 10.000 0.0325 0.325 Vel = 3.87 H.1 108 0.0 1 Utb 17.0 2.000 150 20.799 to Utr 2.0 16.000 0.0 T.37 108 7.04 0.862 0.0 18.000 0.0325 0.585 Vel = 3.87 0.0 T.37 7.04 21.384 K Factor = 1.52 T.47 108 2.28 1 Utr 2.0 2.000 150 16.603 to 0.0 2.000 0.0 H.25 108 2.28 0.862 0.0 4.000 0.0040 0.016 Vel = 1.25 H.25 108 0.0 1 Utr 2.0 9.000 150 16.619 to 0.0 2.000 0.0 H.33 108 2.28 0.862 0.0 11.000 0.0040 0.044 Vel = 1.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 92ND AVE RESIDENCE - Two Head Calculation (H.21 & H.20) Date 1/6/2023 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.33 108 0.0 1 0.0 16.000 150 16.663 to 0.0 0.0 0.0 H.31 108 2.28 0.862 0.0 16.000 0.0041 0.065 Vel = 1.25 H.31 108 0.0 1 Utr 2.0 9.000 150 16.728 to 0.0 2.000 0.0 H.30 108 2.28 0.862 0.0 11.000 0.0040 0.044 Vel = 1.25 H.30 108 0.0 1 Utr 2.0 21.000 150 16.772 to 0.0 2.000 0.0 H.22 108 2.28 0.862 0.0 23.000 0.0040 0.092 Vel = 1.25 H.22 108 0.0 1 Utr 2.0 9.000 150 16.864 to 0.0 2.000 0.0 H.17 108 2.28 0.862 0.0 11.000 0.0041 0.045 Vel = 1.25 H.17 108 0.0 1 Utr 2.0 18.000 150 16.909 to 0.0 2.000 0.0 H.8 108 2.28 0.862 0.0 20.000 0.0040 0.080 Vel = 1.25 H.8 108 0.0 1 Utr 2.0 13.000 150 16.989 to 0.0 2.000 0.0 T.41 108 2.28 0.862 0.0 15.000 0.0040 0.060 Vel = 1.25 0.0 T.41 2.28 17.049 K Factor = 0.55 T.45 108 0.29 0.75 Utb 17.0 2.000 150 16.672 to 0.0 17.000 0.0 H.19 108 0.29 0.671 0.0 19.000 0.0003 0.006 Vel = 0.26 H.19 108 0.0 0.75 Utb 17.0 2.000 150 16.678 to Utr 2.0 19.000 0.0 T.44 108 0.29 0.671 0.0 21.000 0.0003 0.006 Vel = 0.26 0.0 T.44 0.29 16.684 K Factor = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087