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APPROVED FIR2022-0093+Calculations+9.7.2022_10.59.15_AM+3093773
INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: ��wwwwwwwww��w�w�ww��www��ww: VIKSHINGTON STATE CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS Thomas Gill 767840409-A Level a Advanced Piumbing 11,LL91 ADVANP1838J0 ' on ■ Expires ■ �� DEC 31,1Z w r................. RECEIVED Sep 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FIR2022-0093 ANOW DESIGN r wwwwwww�wl �wwwwwwwwwwwwrwwwwww ' WASHINGTON STATE ■ r r CERTIFICATE OP COMPETENCY i FIRE PROTECTION SPRINKLER &VSTEMS e Libby Marie Babb i 3791-0722-A Level l R A -Pax Design Services, Inc. r APF-XDDS782KB i ■ j cxplrvs i � Slaniti� o■c a�, 32 ■Fwwwwwwwwwwwwwwwwwwwwwww wwww�■ A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name SELECT EDMONDS PLAN 3110 GL - One Head Calculation (H.14) Drawing : RESIDENTIAL 8008 2 0 3 r d s t s w Location EDMONDS WA Remote Area 1 Contract 220725-21 Data File 220725-21 Select Edmonds 3110 GL.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 SELECT EDMONDS PLAN 3110 GL - One Head Calculation (H.14) Date 8/15/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT EDMONDS PLAN 3110 GL Location - EDMONDS WA Building - RESIDENTIAL Contractor - ADVANCED PLUMBING Calculated By - LEAH BOWMAN Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 07-25-2022 System No. - 1 Contract No. - 220725-21 Drawing No. - Non -Combustible Ceiling Height S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12.03Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49 I Elevation at Highest Outlet - 116 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 53.81 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) - 75 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. SELECT EDMONDS PLAN 3110 GL - One Head Calculation (H.14) Page 2 Date 8/15/2022 City Water Supply: Demand: C1 - Static Pressure 75 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 16.995 C2 - Residual Flow 500 D2 - System Pressure 53.806 Hose ( Demand ) D3 - System Demand : 16.995 Safety Margin 21.088 150 140 130 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 A-PEX Design Services Inc. SELECT EDMONDS PLAN 3110 GL - One Head Calculation (H.14) Fitting Legend Abbrev. Name Page 3 Date 8/15/2022 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb * Aquapex Tee - Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr * Aquapex Tee - Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 SELECT EDMONDS PLAN 3110 GL - One Head Calculation (H.14) Date 8/15/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 75.0 20 500.0 74.894 17.0 53.806 Node Tag Elevation Node Type NODE ANALYSIS Pressure Discharge at Node at Node H.14 116.0 4.9 12.03 H.9 116.0 12.59 H.10 116.0 12.98 H.7 116.0 13.44 H.1 116.0 13.83 H.2 116.0 14.19 H.8 116.0 14.58 T.40 116.0 14.75 T.41 108.0 18.9 H.11 108.0 19.0 H.25 108.0 19.48 T.48 108.0 20.15 S.1 104.0 22.72 MTR 100.0 52.71 STIR 100.0 53.81 T.42 116.0 12.4 H.19 116.0 12.76 H.28 116.0 13.38 T.50 116.0 14.05 T.49 108.0 18.49 H.29 108.0 18.53 H.23 108.0 18.63 H.17 108.0 18.82 H.16 108.0 18.98 H.12 108.0 19.17 H.26 108.0 19.32 T.46 108.0 19.41 H.31 108.0 19.84 H.32 116.0 14.12 H.20 116.0 14.25 T.45 116.0 14.32 H.21 116.0 14.44 H.33 116.0 14.57 H.38 116.0 14.69 H.39 116.0 14.79 H.34 116.0 14.91 T.47 116.0 14.96 H.13 116.0 14.76 T.43 116.0 14.78 H.18 116.0 14.81 H.22 116.0 14.84 H.27 116.0 14.88 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 SELECT EDMONDS PLAN 3110 GL - One Head Calculation (H.14) Date 8/15/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.35 116.0 14.93 H.36 108.0 18.52 H.37 108.0 18.55 H.30 108.0 18.58 H.24 108.0 18.62 T.44 108.0 18.64 H.15 108.0 18.67 H.6 108.0 18.72 H.5 108.0 18.76 HA 108.0 18.82 H.3 108.0 18.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 SELECT EDMONDS PLAN 3110 GL - One Head Calculation (H.14) Date 8/15/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.14 116 4.90 7.07 1 Utr 2.0 15.000 150 12.030 to 0.0 2.000 0.0 H.9 116 7.07 0.862 0.0 17.000 0.0327 0.556 Vel = 3.89 H.9 116 0.0 1 Utr 2.0 10.000 150 12.586 to 0.0 2.000 0.0 H.10 116 7.07 0.862 0.0 12.000 0.0328 0.393 Vel = 3.89 H.10 116 0.0 1 Utr 2.0 12.000 150 12.979 to 0.0 2.000 0.0 H.7 116 7.07 0.862 0.0 14.000 0.0328 0.459 Vel = 3.89 H.7 116 0.0 1 Utr 2.0 10.000 150 13.438 to 0.0 2.000 0.0 H.1 116 7.07 0.862 0.0 12.000 0.0327 0.392 Vel = 3.89 H.1 116 0.0 1 Utr 2.0 9.000 150 13.830 to 0.0 2.000 0.0 H.2 116 7.07 0.862 0.0 11.000 0.0327 0.360 Vel = 3.89 H.2 116 0.0 1 Utr 2.0 10.000 150 14.190 to 0.0 2.000 0.0 H.8 116 7.07 0.862 0.0 12.000 0.0328 0.393 Vel = 3.89 H.8 116 0.0 1 Utr 2.0 3.000 150 14.583 to 0.0 2.000 0.0 T.40 116 7.07 0.862 0.0 5.000 0.0328 0.164 Vel = 3.89 T.40 116 -2.01 1 21Jtb 34.0 11.000 150 14.747 to 0.0 28.000 3.465 T.41 108 5.06 0.862 0.0 39.000 0.0176 0.687 Vel = 2.78 T.41 108 1.94 1 Utr 2.0 1.000 150 18.899 to 0.0 2.000 0.0 H.11 108 7.0 0.862 0.0 3.000 0.0320 0.096 Vel = 3.85 H.11 108 0.0 1 Utr 2.0 13.000 150 18.995 to 0.0 2.000 0.0 H.25 108 7.0 0.862 0.0 15.000 0.0321 0.482 Vel = 3.85 H.25 108 0.0 1 Utb 17.0 7.000 150 19.477 to 0.0 14.000 0.0 T.48 108 7.0 0.862 0.0 21.000 0.0321 0.674 Vel = 3.85 T.48 108 10.00 1.25 T 2.44 11.000 150 20.151 to 0.0 2.440 1.732 S.1 104 17.0 1.054 0.0 13.440 0.0623 0.837 Vel = 6.25 S.1 104 0.0 1 2E 7.528 150.000 150 22.720 to 0.0 2.323 4.732 * * Fixed Loss = 3 MTR 100 17.0 0.862 0.0 152.323 0.1658 25.254 Vel = 9.35 MTR 100 0.0 1 E 2.336 4.000 150 52.706 to T 5.841 9.345 0.0 STIR 100 17.0 0.995 G 1.168 13.345 0.0824 1.100 Vel = 7.01 0.0 STIR 17.00 53.806 K Factor = 2.32 H.14 116 9.92 1 Utr 2.0 4.000 150 12.030 to 0.0 2.000 0.0 T.42 116 9.92 0.862 0.0 6.000 0.0613 0.368 Vel = 5.45 T.42 116 0.0 1 Utr 2.0 4.000 150 12.398 to 0.0 2.000 0.0 H.19 116 9.92 0.862 0.0 6.000 0.0612 0.367 Vel = 5.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 SELECT EDMONDS PLAN 3110 GL - One Head Calculation (H.14) Date 8/15/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.19 116 0.0 1 Utr 2.0 8.000 150 12.765 to 0.0 2.000 0.0 H.28 116 9.92 0.862 0.0 10.000 0.0613 0.613 Vel = 5.45 H.28 116 0.0 1 Utr 2.0 9.000 150 13.378 to 0.0 2.000 0.0 T.50 116 9.92 0.862 0.0 11.000 0.0613 0.674 Vel = 5.45 T.50 116 -3.89 1 2Utb 34.0 12.000 150 14.052 to 0.0 28.000 3.465 T.49 108 6.03 0.862 0.0 40.000 0.0244 0.975 Vel = 3.32 T.49 108 -1.94 1 Utr 2.0 1.000 150 18.492 to 0.0 2.000 0.0 H.29 108 4.09 0.862 0.0 3.000 0.0117 0.035 Vel = 2.25 H.29 108 0.0 1 Utr 2.0 7.000 150 18.527 to 0.0 2.000 0.0 H.23 108 4.09 0.862 0.0 9.000 0.0119 0.107 Vel = 2.25 H.23 108 0.0 1 Utr 2.0 14.000 150 18.634 to 0.0 2.000 0.0 H.17 108 4.09 0.862 0.0 16.000 0.0119 0.190 Vel = 2.25 H.17 108 0.0 1 Utr 2.0 11.000 150 18.824 to 0.0 2.000 0.0 H.16 108 4.09 0.862 0.0 13.000 0.0118 0.154 Vel = 2.25 H.16 108 0.0 1 Utr 2.0 14.000 150 18.978 to 0.0 2.000 0.0 H.12 108 4.09 0.862 0.0 16.000 0.0119 0.190 Vel = 2.25 H.12 108 0.0 1 Utr 2.0 11.000 150 19.168 to 0.0 2.000 0.0 H.26 108 4.09 0.862 0.0 13.000 0.0119 0.155 Vel = 2.25 H.26 108 0.0 1 Utr 2.0 5.000 150 19.323 to 0.0 2.000 0.0 T.46 108 4.09 0.862 0.0 7.000 0.0119 0.083 Vel = 2.25 T.46 108 5.91 1 Utr 2.0 5.000 150 19.406 to 0.0 2.000 0.0 H.31 108 10.0 0.862 0.0 7.000 0.0621 0.435 Vel = 5.50 H.31 108 0.0 1 Utr 2.0 3.000 150 19.841 to 0.0 2.000 0.0 T.48 108 10.0 0.862 0.0 5.000 0.0620 0.310 Vel = 5.50 0.0 T.48 10.00 20.151 K Factor = 2.23 T.50 116 3.90 1 0.0 6.000 150 14.052 to 0.0 0.0 0.0 H.32 116 3.9 0.862 0.0 6.000 0.0110 0.066 Vel = 2.14 H.32 116 0.0 1 Utr 2.0 10.000 150 14.118 to 0.0 2.000 0.0 H.20 116 3.9 0.862 0.0 12.000 0.0108 0.130 Vel = 2.14 H.20 116 0.0 1 Utr 2.0 5.000 150 14.248 to 0.0 2.000 0.0 T.45 116 3.9 0.862 0.0 7.000 0.0109 0.076 Vel = 2.14 T.45 116 0.0 1 Utr 2.0 9.000 150 14.324 to 0.0 2.000 0.0 H.21 116 3.9 0.862 0.0 11.000 0.0109 0.120 Vel = 2.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 SELECT EDMONDS PLAN 3110 GL - One Head Calculation (H.14) Date 8/15/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.21 116 0.0 1 Utr 2.0 10.000 150 14.444 to 0.0 2.000 0.0 H.33 116 3.9 0.862 0.0 12.000 0.0108 0.130 Vel = 2.14 H.33 116 0.0 1 Utr 2.0 9.000 150 14.574 to 0.0 2.000 0.0 H.38 116 3.9 0.862 0.0 11.000 0.0109 0.120 Vel = 2.14 H.38 116 0.0 1 0.0 9.000 150 14.694 to 0.0 0.0 0.0 H.39 116 3.9 0.862 0.0 9.000 0.0109 0.098 Vel = 2.14 H.39 116 0.0 1 Utr 2.0 9.000 150 14.792 to 0.0 2.000 0.0 H.34 116 3.9 0.862 0.0 11.000 0.0108 0.119 Vel = 2.14 H.34 116 0.0 1 Utr 2.0 2.000 150 14.911 to 0.0 2.000 0.0 T.47 116 3.9 0.862 0.0 4.000 0.0110 0.044 Vel = 2.14 T.47 116 2.01 1 2Utb 34.0 14.000 150 14.955 to 0.0 28.000 3.465 T.46 108 5.91 0.862 0.0 42.000 0.0235 0.986 Vel = 3.25 0.0 T.46 5.91 19.406 K Factor = 1.34 T.40 116 2.01 1 Utr 2.0 3.000 150 14.747 to 0.0 2.000 0.0 H.13 116 2.01 0.862 0.0 5.000 0.0032 0.016 Vel = 1.11 H.13 116 0.0 1 Utr 2.0 5.000 150 14.763 to 0.0 2.000 0.0 T.43 116 2.01 0.862 0.0 7.000 0.0031 0.022 Vel = 1.11 T.43 116 0.0 1 Utr 2.0 7.000 150 14.785 to 0.0 2.000 0.0 H.18 116 2.01 0.862 0.0 9.000 0.0032 0.029 Vel = 1.11 H.18 116 0.0 1 Utr 2.0 6.000 150 14.814 to 0.0 2.000 0.0 H.22 116 2.01 0.862 0.0 8.000 0.0032 0.026 Vel = 1.11 H.22 116 0.0 1 Utr 2.0 11.000 150 14.840 to 0.0 2.000 0.0 H.27 116 2.01 0.862 0.0 13.000 0.0032 0.041 Vel = 1.11 H.27 116 0.0 1 Utr 2.0 12.000 150 14.881 to 0.0 2.000 0.0 H.35 116 2.01 0.862 0.0 14.000 0.0032 0.045 Vel = 1.11 H.35 116 0.0 1 0.0 9.000 150 14.926 to 0.0 0.0 0.0 T.47 116 2.01 0.862 0.0 9.000 0.0032 0.029 Vel = 1.11 0.0 T.47 2.01 14.955 K Factor = 0.52 T.49 108 1.94 1 Utr 2.0 8.000 150 18.492 to 0.0 2.000 0.0 H.36 108 1.94 0.862 0.0 10.000 0.0030 0.030 Vel = 1.07 H.36 108 0.0 1 0.0 9.000 150 18.522 to 0.0 0.0 0.0 H.37 108 1.94 0.862 0.0 9.000 0.0029 0.026 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 SELECT EDMONDS PLAN 3110 GL - One Head Calculation (H.14) Date 8/15/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.37 108 0.0 1 Utr 2.0 9.000 150 18.548 to 0.0 2.000 0.0 H.30 108 1.94 0.862 0.0 11.000 0.0030 0.033 Vel = 1.07 H.30 108 0.0 1 Utr 2.0 12.000 150 18.581 to 0.0 2.000 0.0 H.24 108 1.94 0.862 0.0 14.000 0.0030 0.042 Vel = 1.07 H.24 108 0.0 1 Utr 2.0 4.000 150 18.623 to 0.0 2.000 0.0 T.44 108 1.94 0.862 0.0 6.000 0.0030 0.018 Vel = 1.07 T.44 108 0.0 1 Utr 2.0 7.000 150 18.641 to 0.0 2.000 0.0 H.15 108 1.94 0.862 0.0 9.000 0.0030 0.027 Vel = 1.07 H.15 108 0.0 1 Utr 2.0 16.000 150 18.668 to 0.0 2.000 0.0 H.6 108 1.94 0.862 0.0 18.000 0.0030 0.054 Vel = 1.07 H.6 108 0.0 1 Utr 2.0 11.000 150 18.722 to 0.0 2.000 0.0 H.5 108 1.94 0.862 0.0 13.000 0.0030 0.039 Vel = 1.07 H.5 108 0.0 1 Utr 2.0 19.000 150 18.761 to 0.0 2.000 0.0 HA 108 1.94 0.862 0.0 21.000 0.0030 0.063 Vel = 1.07 HA 108 0.0 1 Utr 2.0 9.000 150 18.824 to 0.0 2.000 0.0 H.3 108 1.94 0.862 0.0 11.000 0.0030 0.033 Vel = 1.07 H.3 108 0.0 1 Utr 2.0 12.000 150 18.857 to 0.0 2.000 0.0 T.41 108 1.94 0.862 0.0 14.000 0.0030 0.042 Vel = 1.07 0.0 T.41 1.94 18.899 K Factor = 0.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: • WIASHINGTON STATE • CERTIFICATE OF COMPETENCY ■ a FIRE PROTECTION SPRINKLER SYSTEMS I, Thomas Gill i 767840409-A Level O • Advanced P1umoing 11,L1 ■ ■ ADVANP1838J0 ' ■ ■ ■ Expk-06 ■ ■ DEC 31.22 • se ■ r. Now DESIGN SERA DESIGN ONLY STAMP: WASHINOTON STATE ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRMKLER SYSTEI1115 Libby Marie Babb i 3791-0722-A Level 1 ■ A-Pex Design Services, Inc. ■ APFXDDS7821(5 � ■ A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name SELECT EDMONDS PLAN 3110 GL - Two Head Calculation (H.7 & H.1) Drawing RESIDENTIAL Location EDMONDS WA Remote Area 1 Contract 220725-21 Data File 220725-21 Select Edmonds 3110 GL.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 SELECT EDMONDS PLAN 3110 GL - Two Head Calculation (H.7 & H.1) Date 8/15/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SELECT EDMONDS PLAN 3110 GL Location - EDMONDS WA Building - RESIDENTIAL Contractor - ADVANCED PLUMBING Calculated By - LEAH BOWMAN Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 07-25-2022 System No. - 1 Contract No. - 220725-21 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 - 9 Gpm System Type Listed Pres. at Start Point - 9 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 12 x 12 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC30 I Elevation at Highest Outlet - 116 Feet Size 3/8 K-Factor 3 G Note: Temperature Rating 155 N Calculation Gpm Required 18.017 Psi Required 54 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) - 75 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. SELECT EDMONDS PLAN 3110 GL - Two Head Calculation (H.7 & H.1) Page 2 Date 8/15/2022 City Water Supply: Demand: C1 - Static Pressure 75 D1 - Elevation 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 18.017 C2 - Residual Flow 500 D2 - System Pressure 53.997 Hose ( Demand ) D3 - System Demand : 18.017 Safety Margin 20.885 150 140 130 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 A-PEX Design Services Inc. SELECT EDMONDS PLAN 3110 GL - Two Head Calculation (H.7 & H.1) Fitting Legend Abbrev. Name Page 3 Date 8/15/2022 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb * Aquapex Tee - Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr * Aquapex Tee - Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 SELECT EDMONDS PLAN 3110 GL - Two Head Calculation (H.7 & H.1) Date 8/15/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 75.0 20 500.0 74.882 18.02 53.997 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 116.0 3 9.0 9.0 H.10 116.0 9.46 H.9 116.0 9.86 H.14 116.0 10.42 T.42 116.0 10.62 H.19 116.0 10.82 H.28 116.0 11.15 T.50 116.0 11.52 T.49 108.0 15.62 H.29 108.0 15.66 H.23 108.0 15.75 H.17 108.0 15.93 H.16 108.0 16.07 H.12 108.0 16.24 H.26 108.0 16.38 T.46 108.0 16.46 H.31 108.0 16.91 T.48 108.0 17.24 S.1 104.0 19.91 MTR 100.0 52.77 STIR 100.0 54.0 H.1 116.0 3 9.03 9.02 H.2 116.0 9.84 H.8 116.0 10.71 T.40 116.0 11.08 T.41 108.0 15.73 H.11 108.0 15.85 H.25 108.0 16.43 H.13 116.0 11.14 T.43 116.0 11.22 H.18 116.0 11.33 H.22 116.0 11.42 H.27 116.0 11.58 H.35 116.0 11.74 T.47 116.0 11.85 H.32 116.0 11.54 H.20 116.0 11.59 T.45 116.0 11.62 H.21 116.0 11.66 H.33 116.0 11.71 H.38 116.0 11.76 H.39 116.0 11.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 SELECT EDMONDS PLAN 3110 GL - Two Head Calculation (H.7 & H.1) Date 8/15/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.34 116.0 11.84 H.36 108.0 15.63 H.37 108.0 15.64 H.30 108.0 15.65 H.24 108.0 15.66 T.44 108.0 15.66 H.15 108.0 15.67 H.6 108.0 15.68 H.5 108.0 15.7 HA 108.0 15.71 H.3 108.0 15.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 6 SELECT EDMONDS PLAN 3110 GL - Two Head Calculation (H.7 & H.1) Date 8/15/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.7 116 3.00 7.11 1 Utr 2.0 12.000 150 9.000 to 0.0 2.000 0.0 H.10 116 7.11 0.862 0.0 14.000 0.0331 0.463 Vel = 3.91 H.10 116 0.0 1 Utr 2.0 10.000 150 9.463 to 0.0 2.000 0.0 H.9 116 7.11 0.862 0.0 12.000 0.0331 0.397 Vel = 3.91 H.9 116 to H.14 116 H.14 116 to T.42 116 0.0 1 Utr 2.0 15.000 0.0 2.000 7.11 0.862 0.0 17.000 0.0 1 Utr 2.0 4.000 0.0 2.000 7.11 0.862 0.0 6.000 150 9.860 0.0 0.0331 0.563 Vel = 3.91 150 10.423 0.0 0.0332 0.199 Vel = 3.91 T.42 116 0.0 1 Utr 2.0 4.000 150 10.622 to 0.0 2.000 0.0 H.19 116 7.11 0.862 0.0 6.000 0.0330 0.198 Vel = 3.91 H.19 116 0.0 1 Utr 2.0 8.000 150 10.820 to 0.0 2.000 0.0 H.28 116 7.11 0.862 0.0 10.000 0.0331 0.331 Vel = 3.91 H.28 116 0.0 1 Utr 2.0 9.000 150 11.151 to 0.0 2.000 0.0 T.50 116 7.11 0.862 0.0 11.000 0.0331 0.364 Vel = 3.91 T.50 116 -2.29 1 2Utb 34.0 12.000 150 11.515 to 0.0 28.000 3.465 T.49 108 4.82 0.862 0.0 40.000 0.0161 0.645 Vel = 2.65 T.49 108 -0.94 1 Utr 2.0 1.000 150 15.625 to 0.0 2.000 0.0 H.29 108 3.88 0.862 0.0 3.000 0.0107 0.032 Vel = 2.13 H.29 108 0.0 1 Utr 2.0 7.000 150 15.657 to 0.0 2.000 0.0 H.23 108 3.88 0.862 0.0 9.000 0.0108 0.097 Vel = 2.13 H.23 108 0.0 1 Utr 2.0 14.000 150 15.754 to 0.0 2.000 0.0 H.17 108 3.88 0.862 0.0 16.000 0.0108 0.173 Vel = 2.13 H.17 108 to H.16 108 H.16 108 to H.12 108 H.12 108 to H.26 108 H.26 108 to T.46 108 T.46 108 to H.31 108 0.0 1 Utr 2.0 11.000 0.0 2.000 3.88 0.862 0.0 13.000 0.0 1 Utr 2.0 14.000 0.0 2.000 3.88 0.862 0.0 16.000 0.0 1 Utr 2.0 11.000 0.0 2.000 3.88 0.862 0.0 13.000 0.0 1 Utr 2.0 5.000 0.0 2.000 3.88 0.862 0.0 7.000 6.39 1 Utr 2.0 5.000 0.0 2.000 10.27 0.862 0.0 7.000 150 15.927 0.0 0.0108 0.141 Vel = 2.13 150 16.068 0.0 0.0108 0.173 Vel = 2.13 150 16.241 0.0 0.0108 0.140 Vel = 2.13 150 16.381 0.0 0.0109 0.076 Vel = 2.13 150 16.457 0.0 0.0653 0.457 Vel = 5.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 SELECT EDMONDS PLAN 3110 GL - Two Head Calculation (H.7 & H.1) Date 8/15/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.31 108 0.0 1 Utr 2.0 3.000 150 16.914 to 0.0 2.000 0.0 T.48 108 10.27 0.862 0.0 5.000 0.0654 0.327 Vel = 5.65 T.48 108 7.75 1.25 T 2.44 11.000 150 17.241 to 0.0 2.440 1.732 S.1 104 18.02 1.054 0.0 13.440 0.0694 0.933 Vel = 6.63 S.1 104 0.0 1 2E 7.528 150.000 150 19.906 to 0.0 2.323 4.732 * * Fixed Loss = 3 MTR 100 18.02 0.862 0.0 152.323 0.1847 28.134 Vel = 9.91 MTR 100 0.0 1 E 2.336 4.000 150 52.772 to T 5.841 9.345 0.0 STIR 100 18.02 0.995 G 1.168 13.345 0.0918 1.225 Vel = 7.44 0.0 STIR 18.02 53.997 K Factor = 2.45 H.7 116 1.89 1 Utr 2.0 10.000 150 9.000 to 0.0 2.000 0.0 H.1 116 1.89 0.862 0.0 12.000 0.0028 0.034 Vel = 1.04 H.1 116 3.00 9.01 1 Utr 2.0 9.000 150 9.034 to 0.0 2.000 0.0 H.2 116 10.9 0.862 0.0 11.000 0.0730 0.803 Vel = 5.99 H.2 116 0.0 1 Utr 2.0 10.000 150 9.837 to 0.0 2.000 0.0 H.8 116 10.9 0.862 0.0 12.000 0.0729 0.875 Vel = 5.99 H.8 116 0.0 1 Utr 2.0 3.000 150 10.712 to 0.0 2.000 0.0 T.40 116 10.9 0.862 0.0 5.000 0.0730 0.365 Vel = 5.99 T.40 116 -4.10 1 2Utb 34.0 11.000 150 11.077 to 0.0 28.000 3.465 T.41 108 6.8 0.862 0.0 39.000 0.0305 1.189 Vel = 3.74 T.41 108 0.94 1 Utr 2.0 1.000 150 15.731 to 0.0 2.000 0.0 H.11 108 7.74 0.862 0.0 3.000 0.0387 0.116 Vel = 4.26 H.11 108 0.0 1 Utr 2.0 13.000 150 15.847 to 0.0 2.000 0.0 H.25 108 7.74 0.862 0.0 15.000 0.0387 0.581 Vel = 4.26 H.25 108 0.0 1 Utb 17.0 7.000 150 16.428 to 0.0 14.000 0.0 T.48 108 7.74 0.862 0.0 21.000 0.0387 0.813 Vel = 4.26 0.0 T.48 7.74 17.241 K Factor = 1.86 T.40 116 4.10 1 Utr 2.0 3.000 150 11.077 to 0.0 2.000 0.0 H.13 116 4.1 0.862 0.0 5.000 0.0118 0.059 Vel = 2.25 H.13 116 0.0 1 Utr 2.0 5.000 150 11.136 to 0.0 2.000 0.0 T.43 116 4.1 0.862 0.0 7.000 0.0120 0.084 Vel = 2.25 T.43 116 0.0 1 Utr 2.0 7.000 150 11.220 to 0.0 2.000 0.0 H.18 116 4.1 0.862 0.0 9.000 0.0119 0.107 Vel = 2.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 SELECT EDMONDS PLAN 3110 GL - Two Head Calculation (H.7 & H.1) Date 8/15/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.18 116 0.0 1 Utr 2.0 6.000 150 11.327 to 0.0 2.000 0.0 H.22 116 4.1 0.862 0.0 8.000 0.0120 0.096 Vel = 2.25 H.22 116 0.0 1 Utr 2.0 11.000 150 11.423 to 0.0 2.000 0.0 H.27 116 4.1 0.862 0.0 13.000 0.0119 0.155 Vel = 2.25 H.27 116 0.0 1 Utr 2.0 12.000 150 11.578 to 0.0 2.000 0.0 H.35 116 4.1 0.862 0.0 14.000 0.0119 0.167 Vel = 2.25 H.35 116 0.0 1 0.0 9.000 150 11.745 to 0.0 0.0 0.0 T.47 116 4.1 0.862 0.0 9.000 0.0119 0.107 Vel = 2.25 T.47 116 2.29 1 2Utb 34.0 14.000 150 11.852 to 0.0 28.000 3.465 T.46 108 6.39 0.862 0.0 42.000 0.0271 1.140 Vel = 3.51 0.0 T.46 6.39 16.457 K Factor = 1.58 T.50 116 2.29 1 0.0 6.000 150 11.515 to 0.0 0.0 0.0 H.32 116 2.29 0.862 0.0 6.000 0.0040 0.024 Vel = 1.26 H.32 116 0.0 1 Utr 2.0 10.000 150 11.539 to 0.0 2.000 0.0 H.20 116 2.29 0.862 0.0 12.000 0.0041 0.049 Vel = 1.26 H.20 116 0.0 1 Utr 2.0 5.000 150 11.588 to 0.0 2.000 0.0 T.45 116 2.29 0.862 0.0 7.000 0.0041 0.029 Vel = 1.26 T.45 116 0.0 1 Utr 2.0 9.000 150 11.617 to 0.0 2.000 0.0 H.21 116 2.29 0.862 0.0 11.000 0.0040 0.044 Vel = 1.26 H.21 116 0.0 1 Utr 2.0 10.000 150 11.661 to 0.0 2.000 0.0 H.33 116 2.29 0.862 0.0 12.000 0.0041 0.049 Vel = 1.26 H.33 116 0.0 1 Utr 2.0 9.000 150 11.710 to 0.0 2.000 0.0 H.38 116 2.29 0.862 0.0 11.000 0.0041 0.045 Vel = 1.26 H.38 116 0.0 1 0.0 9.000 150 11.755 to 0.0 0.0 0.0 H.39 116 2.29 0.862 0.0 9.000 0.0041 0.037 Vel = 1.26 H.39 116 0.0 1 Utr 2.0 9.000 150 11.792 to 0.0 2.000 0.0 H.34 116 2.29 0.862 0.0 11.000 0.0040 0.044 Vel = 1.26 H.34 116 0.0 1 Utr 2.0 2.000 150 11.836 to 0.0 2.000 0.0 T.47 116 2.29 0.862 0.0 4.000 0.0040 0.016 Vel = 1.26 0.0 T.47 2.29 11.852 K Factor = 0.67 T.49 108 0.94 1 Utr 2.0 8.000 150 15.625 to 0.0 2.000 0.0 H.36 108 0.94 0.862 0.0 10.000 0.0007 0.007 Vel = 0.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 SELECT EDMONDS PLAN 3110 GL - Two Head Calculation (H.7 & H.1) Date 8/15/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.36 108 0.0 1 0.0 9.000 150 15.632 to 0.0 0.0 0.0 H.37 108 0.94 0.862 0.0 9.000 0.0009 0.008 Vel = 0.52 H.37 108 0.0 1 Utr 2.0 9.000 150 15.640 to 0.0 2.000 0.0 H.30 108 0.94 0.862 0.0 11.000 0.0007 0.008 Vel = 0.52 H.30 108 0.0 1 Utr 2.0 12.000 150 15.648 to 0.0 2.000 0.0 H.24 108 0.94 0.862 0.0 14.000 0.0008 0.011 Vel = 0.52 H.24 108 0.0 1 Utr 2.0 4.000 150 15.659 to 0.0 2.000 0.0 T.44 108 0.94 0.862 0.0 6.000 0.0008 0.005 Vel = 0.52 T.44 108 0.0 1 Utr 2.0 7.000 150 15.664 to 0.0 2.000 0.0 H.15 108 0.94 0.862 0.0 9.000 0.0008 0.007 Vel = 0.52 H.15 108 0.0 1 Utr 2.0 16.000 150 15.671 to 0.0 2.000 0.0 H.6 108 0.94 0.862 0.0 18.000 0.0008 0.014 Vel = 0.52 H.6 108 0.0 1 Utr 2.0 11.000 150 15.685 to 0.0 2.000 0.0 H.5 108 0.94 0.862 0.0 13.000 0.0008 0.010 Vel = 0.52 H.5 108 0.0 1 Utr 2.0 19.000 150 15.695 to 0.0 2.000 0.0 HA 108 0.94 0.862 0.0 21.000 0.0008 0.016 Vel = 0.52 HA 108 to H.3 108 H.3 108 to T.41 108 T.41 0.0 1 Utr 2.0 9.000 150 15.711 0.0 2.000 0.0 0.94 0.862 0.0 11.000 0.0008 0.009 Vel = 0.52 0.0 1 Utr 2.0 12.000 150 15.720 0.0 2.000 0.0 0.94 0.862 0.0 14.000 0.0008 0.011 Vel = 0.52 0.0 0.94 15.731 K Factor = 0.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087