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FIR2023-0031+Calculations+4.5.2023_9.46.30_AM+3464067
INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: ■ WASHINGTON STATE ■ ■ CERTIFICATE OF COMPETENCY ■ ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ Thomas Gill ■ 7678-0409-A Level i ■ Advanced Plumbing II, LL m i ADVANPI8 8J o� ■ ExD-77 ■ ■ `__L■ ■ Slgnatata DEC■ ■ I RECEIVED Apr 05 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FIR2023-0031 J6'f 1 Now DESIGN SERA Prrrrararrrrr+rr�raarrrrrrrwrrr�aE ■ WASHINGTON STATE j CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ e Libby Marie Babb ■ i 3791-0722-A Level ■ A-Pex Design Services, Inc. + ■ i APEXDDS782K5 ■ Expires,23 i SI911atYro -rr�rirrr ■r.r'r�� `�tliWrrllirrl rrr�r��rrlA A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name MANOGORAN - BAILEY - One Head Calculation (H.1) Drawing RESIDENTIAL Location 23419 84TH AVE W EDMONDS WA Remote Area 1 Contract 230125-02 Data File 230125-02 Manogoran Bailey Res SX23419.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. MANOGORAN - BAILEY - One Head Calculation (H.1) HYDRAULIC DESIGN INFORMATION SHEET Name - MANOGORAN - BAILEY Date - 1-25-23 Location - EDMONDS WA Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED Contract No. - 230125-02 Calculated By - TAYLOR FAHEY 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 - 14.8 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 15 x 15 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model F3QR-< I Elevation at Highest Outlet - 108 Feet Size 1/2 K-Factor 5.6 G Note: Temperature Rating 155 N Calculation Gpm Required 14.8 Psi Required 28.24 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 Page 1 Date 1 /30/2023 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. MANOGORAN - BAILEY - One Head Calculation (H.1) Page 2 Date 1 /30/2023 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 3.465 C2 - Residual Pressure: 20 D2 - System Flow : 14.816 C2 - Residual Flow 500 D2 - System Pressure 28.238 Hose ( Demand ) D3 - System Demand : 14.816 Safety Margin 71.643 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 R 60 E 50 40 D2 30 20 10 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. MANOGORAN - BAILEY - One Head Calculation (H.1) Fitting Legend Abbrev. Name Page 3 Date 1 /30/2023 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. MANOGORAN - BAILEY - One Head Calculation (H.1) Page 4 Date 1 /30/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 100.0 20 500.0 99.881 14.82 28.238 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 108.0 5.6 7.0 14.82 T.6 108.0 9.41 H.5 108.0 10.79 T.9 108.0 11.57 S.1 104.0 13.76 PRV 100.0 22.67 MTR 100.0 26.36 STR 100.0 28.24 T.7 108.0 9.41 HA 108.0 9.94 H.3 108.0 10.21 T.8 108.0 10.48 H.2 108.0 10.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 5 MANOGORAN - BAILEY - One Head Calculation (H.1) Date 1/30/2023 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.1 108 5.60 7.21 0.75 Utb 17.0 2.000 150 7.000 to Utr 2.0 19.000 0.0 T.6 108 7.21 0.671 0.0 21.000 0.1150 2.415 Vel = 6.54 T.6 108 1.27 1 Utr 2.0 28.000 150 9.415 to 0.0 2.000 0.0 H.5 108 8.48 0.862 0.0 30.000 0.0459 1.376 Vel = 4.66 H.5 108 0.0 1 Utb 17.0 3.000 150 10.791 to 0.0 14.000 0.0 T.9 108 8.48 0.862 0.0 17.000 0.0458 0.779 Vel = 4.66 T.9 108 6.34 1.25 T 2.44 7.000 150 11.570 to 0.0 2.440 1.732 S.1 104 14.82 1.054 0.0 9.440 0.0484 0.457 Vel = 5.45 S.1 104 0.0 1.5 2E 3.443 5.000 150 13.759 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 14.82 1.244 0.0 8.443 0.0216 0.182 Vel = 3.91 PRV 100 0.0 1.5 2E 12.089 100.000 150 22.673 to 0.0 12.088 3.000 * * Fixed Loss = 3 MTR 100 14.82 1.61 0.0 112.088 0.0061 0.688 Vel = 2.34 MTR 100 0.0 1 E 2.336 20.000 150 26.361 to T 5.841 9.345 0.0 STIR 100 14.82 0.995 G 1.168 29.345 0.0640 1.877 Vel = 6.11 0.0 STIR 14.82 28.238 K Factor = 2.79 H.1 108 7.60 0.75 Utb 17.0 2.000 150 7.000 to 0.0 17.000 0.0 T.7 108 7.6 0.671 0.0 19.000 0.1268 2.409 Vel = 6.90 T.7 108 -1.27 1 Utr 2.0 18.000 150 9.409 to 0.0 2.000 0.0 HA 108 6.33 0.862 0.0 20.000 0.0267 0.534 Vel = 3.48 HA 108 0.0 1 0.0 10.000 150 9.943 to 0.0 0.0 0.0 H.3 108 6.33 0.862 0.0 10.000 0.0267 0.267 Vel = 3.48 H.3 108 0.0 1 Utr 2.0 8.000 150 10.210 to 0.0 2.000 0.0 T.8 108 6.33 0.862 0.0 10.000 0.0266 0.266 Vel = 3.48 T.8 108 0.0 1 Utr 2.0 2.000 150 10.476 to 0.0 2.000 0.0 H.2 108 6.33 0.862 0.0 4.000 0.0268 0.107 Vel = 3.48 H.2 108 0.0 1 Utb 17.0 23.000 150 10.583 to 0.0 14.000 0.0 T.9 108 6.33 0.862 0.0 37.000 0.0267 0.987 Vel = 3.48 0.0 T.9 6.33 11.570 K Factor = 1.86 T.7 108 1.27 1 Utr 2.0 2.000 150 9.409 to 0.0 2.000 0.0 T.6 108 1.27 0.862 0.0 4.000 0.0015 0.006 Vel = 0.70 0.0 T.6 1.27 9.415 K Factor = 0.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. MANOGORAN - BAILEY - One Head Calculation (H.1) Page 6 Date 1 /30/2023 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 INSTALLING CONTRACTOR STAMP: DESIGN ONLY STAMP: ANOW DESIGN rrrrrrrrrrr�wrs•rr�rrr�rrrrrrrrars ■ WASHINGTON STATE ■ CERTIFICATE OF COMPETENCY � ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ ■ Libby Marie Babb ■ 3791-0722-A Level ■ A-Pex Design Services, Inc. ■ i APEXDDS782K5� ■ l., �` Explsp ■ ■ signarturo ose si,aa ■ �rrrr�rrrrrrrrrrr^rrrrrr r+rri A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name MANOGORAN - BAILEY - Two Head Calculation (HA & H.3) Drawing RESIDENTIAL Location 23419 84TH AVE W EDMONDS WA Remote Area 1 Contract 230125-02 Data File 230125-02 Manogoran Bailey Res SX23419.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. MANOGORAN - BAILEY - Two Head Calculation (HA & H.3) HYDRAULIC DESIGN INFORMATION SHEET Name - MANOGORAN - BAILEY Date - 1-25-23 Location - EDMONDS WA Building - RESIDENTIAL System No. - 1 Contractor - ADVANCED Contract No. - 230125-02 Calculated By - TAYLOR FAHEY 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 - 108 Feet Size 3/8 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.0121 Psi Required 35.58 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 Page 1 Date 1 /30/2023 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A-PEX Design Services Inc. MANOGORAN - BAILEY - Two Head Calculation (HA & H.3) Page 2 Date 1 /30/2023 City Water Supply: Demand: C1 - Static Pressure 100 D1 - Elevation 3.465 C2 - Residual Pressure: 20 D2 - System Flow : 26.012 C2 - Residual Flow 500 D2 - System Pressure 35.584 Hose ( Demand ) D3 - System Demand : 26.012 Safety Margin 64.079 150 140 130 P 120 R 110 C1 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 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. MANOGORAN - BAILEY - Two Head Calculation (HA & H.3) Fitting Legend Abbrev. Name Page 3 Date 1 /30/2023 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 MANOGORAN - BAILEY - Two Head Calculation (HA & H.3) Date 1/30/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 100.0 20 500.0 99.663 26.01 35.584 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HA 108.0 4.9 7.04 13.0 T.7 108.0 8.75 T.6 108.0 9.02 H.5 108.0 11.59 T.9 108.0 13.05 S.1 104.0 16.07 PRV 100.0 25.32 MTR 100.0 30.27 STIR 100.0 35.58 H.3 108.0 4.9 7.05 13.01 T.8 108.0 8.23 H.2 108.0 8.7 H.1 108.0 8.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-PEX Design Services Inc. Page 5 MANOGORAN - BAILEY - Two Head Calculation (HA & H.3) Date 1/30/2023 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 HA 108 4.90 11.90 1 Utr 2.0 18.000 150 7.040 to 0.0 2.000 0.0 T.7 108 11.9 0.862 0.0 20.000 0.0857 1.714 Vel = 6.54 T.7 108 -1.55 1 Utr 2.0 2.000 150 8.754 to 0.0 2.000 0.0 T.6 108 10.35 0.862 0.0 4.000 0.0662 0.265 Vel = 5.69 T.6 108 1.55 1 Utr 2.0 28.000 150 9.019 to 0.0 2.000 0.0 H.5 108 11.9 0.862 0.0 30.000 0.0857 2.571 Vel = 6.54 H.5 108 0.0 1 Utb 17.0 3.000 150 11.590 to 0.0 14.000 0.0 T.9 108 11.9 0.862 0.0 17.000 0.0857 1.457 Vel = 6.54 T.9 108 14.11 1.25 T 2.44 7.000 150 13.047 to 0.0 2.440 1.732 S.1 104 26.01 1.054 0.0 9.440 0.1370 1.293 Vel = 9.56 S.1 104 0.0 1.5 2E 3.443 5.000 150 16.072 to 0.0 3.443 8.732 * * Fixed Loss = 7 PRV 100 26.01 1.244 0.0 8.443 0.0610 0.515 Vel = 6.87 PRV 100 0.0 1.5 2E 12.089 100.000 150 25.319 to 0.0 12.088 3.000 * * Fixed Loss = 3 MTR 100 26.01 1.61 0.0 112.088 0.0174 1.949 Vel = 4.10 MTR 100 0.0 1 E 2.336 20.000 150 30.268 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 35.584 K Factor = 4.36 HA 108 1.10 1 0.0 10.000 150 7.040 to 0.0 0.0 0.0 H.3 108 1.1 0.862 0.0 10.000 0.0011 0.011 Vel = 0.60 H.3 108 4.90 13.02 1 Utr 2.0 8.000 150 7.051 to 0.0 2.000 0.0 T.8 108 14.12 0.862 0.0 10.000 0.1175 1.175 Vel = 7.76 T.8 108 0.0 1 Utr 2.0 2.000 150 8.226 to 0.0 2.000 0.0 H.2 108 14.12 0.862 0.0 4.000 0.1178 0.471 Vel = 7.76 H.2 108 0.0 1 Utb 17.0 23.000 150 8.697 to 0.0 14.000 0.0 T.9 108 14.12 0.862 0.0 37.000 0.1176 4.350 Vel = 7.76 0.0 T.9 14.12 13.047 K Factor = 3.91 T.7 108 1.54 0.75 Utb 17.0 2.000 150 8.754 to 0.0 17.000 0.0 H.1 108 1.54 0.671 0.0 19.000 0.0066 0.126 Vel = 1.40 H.1 108 0.0 0.75 Utb 17.0 2.000 150 8.880 to Utr 2.0 19.000 0.0 T.6 108 1.54 0.671 0.0 21.000 0.0066 0.139 Vel = 1.40 0.0 T.6 1.54 9.019 K Factor = 0.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. MANOGORAN - BAILEY - Two Head Calculation (HA & H.3) Page 6 Date 1 /30/2023 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087