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REVIEWED BLD BLD2021-0259+Structural_Calculations+3.29.2021_4.24.48_PM+2116846
RECEIVED 2018 IBC BEAM CALCULATIONS Apr 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES FOR DEPARTMENT BLD2021-0259 PLAN M3115A2F-1R TO BE BUILT IN EDMONDS, WASHINGTON FOR REAL PROPERTY FUNDING GROUP LLC Roof Roof w/ the Floor Floor w/ Gyperete Ceiling Deck Exterior Cantilevered Balcony Interior Partition Exterior Partition LOADING 15 PSF Dead Load + 25 PSF Live Load = 40 PSF 25 PSF Dead Load + 25 PSF Live Load = 50 PSF 15 PSF Dead Load + 40 PSF Live Load = 55 PSF 24 PSF Dead Load + 40 PSF Live Load = 64 PSF 5 PSF Dead Load + 10 PSF Live Load = 15 PSF 5 PSF Dead Load + 60 PSF Live Load = 55 PSF 10 PSF Dead Load + 60 PSF Live Load = 70 PSF DEFLECTION Roof = 1/360 Live Load, 1/360 Total Load Floor = 1/480 Live Load, 1/360 Total Load NOTE: This stamp applies to the members and assemblies described in these calculations, and are only valid if they have been wet stamped. Architects Northwest Job No. 180277 = 07 PSF = 10 PSF SDae REGISTERED MCHITECT INSTON ARCHITECTS NORTHWEST, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 (425) 485-4900 FAX (425) 487-6585 www.ArchitectsNW.com DATE: 3/29/2021 COMPANY: Architects Northwest Page 1 VITRUVIUS BUILD: StruCalc DESIGNED BY: Jeffrey deRoulet CUSTOMER: REVIEWED BY: Jeffrey deRoulet PROJECT LOCATION: PROJECT SUMMARY Project Name: M3115A2F-1 (2018) Governing Codes: Building Code: 2018 International Building Code ASCE: ASCE 7-16 Steel: AISC 360-16 Concrete: ACI 318-14 Masonry: TMS 402/602-16 Module Location: F2 - FTG at 05a, 05b, 10a, 12a & Eb Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions: 3 ft. wide X 12 in. tall X 8 ft long Section Adequacy: 10.13% Controlling Factor: Moment X Reinforcement Bars: Size #4, No. Bars Short (8), No. Bars Long: (18) Module Location: F1 - FTG at 01b, Fa, 03b & 09a Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions: 2.5 ft. wide X 10 in. tall X 4.5 ft long Section Adequacy: 42.94% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (4), No. Bars Long: (8) Module Location: F4 - FTG at 02b &Db Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions: 3 ft. wide X 10 in. tall X 3 ft long Section Adequacy: 15% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (4), No. Bars Long: (4) Module Location: F5 - FTG at 04b & 13a Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions: 2.5 ft. wide X 10 in. tall X 2.5 ft long Section Adequacy: 39.46% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (4), No. Bars Long: (4) Module Location: F6 - FTG at 04a, 06a, Bb & Cb Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions: 3.5 ft. wide X 12 in. tall X 3.5 ft long Section Adequacy: 28.06% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (6), No. Bars Long: (6) Module Location: F7 - FTG at Ba & Ca Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions: 2.5 ft. wide X 10 in. tall X 2.5 ft long Section Adequacy: 24.04% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (4), No. Bars Long: (4) Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 2 Module Location: F3 - FTG at 07b & HJ Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions: 3.5 ft. wide X 12 in. tall X 3.5 ft long Section Adequacy: 59.98% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (6), No. Bars Long: (6) Module Location: 01. BEDRM 2 WINDOW Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: 5.125 in. X 12 in. X 12 ft Section Adequacy: 41.3% Controlling Factor: Bending Stress Y Module Location: X- A. HIP MASTER (end reaction only) Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 1.5 in. X 5.5 in. X 37 ft Section Adequacy:-98.39% Controlling Factor: Deflection Module Location: X- D. STUB HIP MASTER (end reaction only) Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 1.5 in. X 5.5 in. X 28.25 ft Section Adequacy: -76.9% Controlling Factor: Deflection Module Location: X- B. GIRDER TRUSS (end reaction only) Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 1.5 in. X 5.5 in. X 20 ft Section Adequacy:-96.82% Controlling Factor: Deflection Module Location: X- E. STUB GIRDER/HIP MASTER (end reaction only) Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 1.5 in. X 5.5 in. X 28 ft Section Adequacy:-94.22% Controlling Factor: Deflection Module Location: 02. BM BETWEEN GREAT ROOM & STAIR Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: 5.125 in. X 12 in. X 12 ft Section Adequacy: 21.72% Controlling Factor: Deflection Module Location: 03. BM BETWEEN KITCHEN & DINING Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: 3.125 in. X 18 in. X 18.5 ft Section Adequacy: 48.56% Controlling Factor: Deflection Module Location: X- F. HIP MASTER (end reaction only) Module Level: StruCalc Members Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 1.5 in. X 5.5 in. X 12 ft Section Adequacy:-48.96% Controlling Factor: Deflection Module Location: 09. BM OVER MSTR BATH Module Level: StruCalc Members Module Type: Roof Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 5.5 in. X 11.5 in. X 6.42 ft Section Adequacy: 83.03% Controlling Factor: Bending Stress Y Module Location: 13. STAIR WINDOW Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 3.5 in. X 9.25 in. X 5.42 ft Section Adequacy: 83.51% Controlling Factor: Shear Stress Y Module Location: 06. BM OVER LANDING Module Level: StruCalc Members Module Type: Roof Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 5.5 in. X 11.5 in. X 8.5 ft Section Adequacy: 48.01% Controlling Factor: Bending Stress Y Module Location: 04. BM BETWEEN STAIR & FOYER Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: 5.125 in. X 13.5 in. X 12 ft Section Adequacy: 43.51% Controlling Factor: Deflection Module Location: 05. GREAT ROOM WINDOW HEADER Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V8 DF/DF Member Dimensions: 3.125 in. X 12 in. X 6 ft Section Adequacy: 49.2% Controlling Factor: Bearing Stress Module Location: 11. M BEDRM WINDOW Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 3.5 in. X 9.25 in. X 8.33 ft Section Adequacy: 60.7% Controlling Factor: Bending Stress Y Module Location: 07. BM OVER OUTDOOR LIVING Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: 5.125 in. X 15 in. X 16 ft Section Adequacy: 41.86% Controlling Factor: Deflection Module Location: 08. BM OVER REFER Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 5.5 in. X 11.5 in. X 6.33 ft Section Adequacy: 52.52% Controlling Factor: Bending Stress Y Page 3 Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 4 Module Location: 10. GREAT ROOM DOOR HEADER Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: 3.125 in. X 10.5 in. X 8.33 ft Section Adequacy: 5.93% Controlling Factor: Deflection Module Location: 12. BM OVER MSTR BATH Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 5.5 in. X 11.5 in. X 11.92 ft Section Adequacy: 25.28% Controlling Factor: Bending Stress Y Module Location: X- C. HIP MASTER (end reaction only) Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 1.5 in. X 5.5 in. X 20 ft Section Adequacy: -88.9% Controlling Factor: Deflection Module Location: X- G. HIP JACK (end reaction only) Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: 1.5 in. X 5.5 in. X 16.92 ft Section Adequacy: 21.1% Controlling Factor: Bending Stress Y Module Location: 14. BONUS WINDOW Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V8 DF/DF Member Dimensions: 3.125 in. X 12 in. X 20 ft Section Adequacy: 73.01% Controlling Factor: Bearing Stress Module Location: 15. GARAGE DOOR HEADER Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: 5.125 in. X 16.5 in. X 19.5 ft Section Adequacy: 62.43% Controlling Factor: Deflection Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 5 PASS DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: F2 - FTG at 05a, 05b, 10a, 12a & Eb CODE: 2018 International Building Code TYPE: ISOLATED FOOTING ACI: ACI 318-14 MATERIAL: CONCRETE 3 (ft) X 8 (ft) X 12 (in) Soil Depth TOF: 0 (ft) (8) #4 Long, (18) #4 Short 151 �, 4-9fCr4" 1 3' 1303 PSF 1303 PSF L7 1' 6' I -{ :B' g.. 1J 1303 PSF 1303 PSF . ..�. FOOTING fc' (psi) Ec (psi) Density (Ibf/ft3) Width (ft) Length (ft) Depth (in) Volume (ft') 2500 2880952 145 3 8 12 24 CALCULATION VARIABLES Bo (in) (D-X m-Y 74 0 0 COLUMN Width (in) Length (in) Material Offset (in) 8 12 Concrete 0 SOIL Bearing Strength (Ibf/ft) Density (Ibf/ft3) Cohesion Friction Angle Depth (ft) Rankine Coefficient (Kp) 1500 120 0 30 0 3 REBAR Bar Size # # Bars Long # Bars Short fy (psi) Es (psi) 4 8 18 40000 2.9E+07 .. PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft) PASS (13.1%) 1303.3 1500.0 D+L Two -Way Shear (Punching) (Ibf) PASS (51.7%) 45533.4 94350.0 1.2D+1.6L+0.5Lr One -Way Shear X (Ibf) PASS (30.8%) 15889.3 22950.0 1.2D+1.6L+0.5Lr Moment X (Ibf-ft) PASS (10.1%) 34861.5 38792.2 1.2D+1.6L+0.5Lr One -Way Shear Y (Ibf) PASS (88.6%) 6956.5 61200.0 1.2D+1.6L+0.5Lr Moment Y (Ibf-ft) PASS (48.4%) 10329.3 20000.0 1.2D+1.6L+0.5Lr Crushing (Ibf) PASS (65.7%) 474.3 1381.3 1.2D+1.6L+0.5Lr Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 6 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction •I07 Ufm Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 7665.635 0 Dead Z Point (Ibf) 12363.9 0 Live Z Point (Ibf) 372.8289 0 Dead Z Point (Ibf) 1118.487 0 Dead Z Point (Ibf) 959.9999 0 Live Z Point (Ibf) 2880 0 Live Z Point (Ibf) 1379.588 0 Dead Z Point (Ibf) 2707.25 0 Live Z Point (Ibf) 749.9948 0 Dead Z Point (Ibf) 1082.31 0 Live Z Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 7 PASS DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: F1 - FTG at 01b, Fa, 03b & 09a CODE: 2018 International Building Code TYPE: ISOLATED FOOTING ACI: ACI 318-14 MATERIAL: CONCRETE 2.5 (ft) X 4.5 (ft) X 10 (in) Soil Depth TOF: 0 (ft) (4) #4 Long, (8) #4 Short Z X :1155 PSF :1155 PSF y L7 1. . I 9-Er3J T-2'.� 46 2 5 � i 2 • Ep" l� 2, 6, 855 PSF 855 PSF ..�. FOOTING fc' (psi) Ec (psi) Density (Ibf/ft') Width (ft) Length (ft) Depth (in) Volume (ft') 2500 2880952 145 2.5 4.5 10 9.38 CALCULATION VARIABLES Bo (in) (D-X m-Y 102 0 0 COLUMN Width (in) Length (in) Material Offset (in) 8 30 Concrete 0 SOIL Bearing Strength (Ibf/ft) Density (Ibf/ft3) Cohesion Friction Angle Depth (ft) Rankine Coefficient (Kp) 1500 120 0 30 0 3 REBAR Bar Size # # Bars Long # Bars Short fy (psi) Es (psi) 4 4 8 40000 2.9E+07 .. PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft) PASS (42.9%) 855.8 1500.0 D+0.75L+0.75S Two -Way Shear (Punching) (Ibf) PASS (89.6%) 14041.1 76245.0 1.2D+1.6S+L One -Way Shear X (Ibf) PASS (90.2%) 1430.1 14625.0 1.2D+1.6S+L Moment X (Ibf-ft) PASS (69.0%) 1560.1 4000.0 1.2D+1.6S+L One -Way Shear Y (Ibf) PASS (92.0%) 2106.2 26325.0 1.2D+1.6S+L Moment Y (Ibf-ft) PASS (67.2%) 2359.7 7200.0 1.2D+1.6S+L Crushing (Ibf) PASS (95.8%) 58.5 1381.3 1.2D+1.6S+L Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 8 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction •I07 Ufm Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 2316.94 0 Dead Z Point (Ibf) 1721.396 0 Live Z Point (Ibf) 1890.409 0 Snow Z Point (Ibf) 416.1579 0 Dead Z Point (Ibf) 619 0 Live Z Point (Ibf) 431.5057 0 Dead Z Point (Ibf) 642 0 Snow Z Point (Ibf) 1089.976 0 Dead Z Point (Ibf) 1872.651 0 Live Z Point (Ibf) 419.2085 0 Snow Z Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 9 fa DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: F4 - FTG at 02b &Db TYPE: ISOLATED FOOTING PASS A COMPANY: DESIGNED BY: REVIEWED BY: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LOADING: CODE: 2018 International Building Code ACL AC1318-14 3 (ft) X 3 (ft) X 10 (in) Soil Depth TOF: 0 (ft) (4) #4 Long, (4) #4 Short 4" 3. X 1274 PSF 1274 PSF L7 fr H i :i Ao s H �E cF-1 r 1274 PSF 12-7-t PSF . ..�. FOOTING fc' (psi) Ec (psi) Density (Ibf/ft3) Width (ft) Length (ft) Depth (in) Volume (ft') 2500 2880952 145 3 3 10 7.5 CALCULATION VARIABLES Bo (in) (D-X m-Y 46 0 0 COLUMN Width (in) Length (in) Material Offset (in) 4 6 Wood 0 SOIL Bearing Strength (Ibf/ft) Density (Ibf/ft3) Cohesion Friction Angle Depth (ft) Rankine Coefficient (Kp) 1500 120 0 30 0 3 REBAR Bar Size # # Bars Long # Bars Short fy (psi) Es (psi) 4 4 4 40000 2.9E+07 .. PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft) PASS (15.0%) 1275.0 1500.0 D+L Two -Way Shear (Punching) (Ibf) PASS (62.9%) 16655.8 44850.0 1.2D+1.6L+0.5Lr One -Way Shear X (Ibf) PASS (77.6%) 3932.6 17550.0 1.2D+1.6L+0.5Lr Moment X (Ibf-ft) PASS (71.3%) 4337.4 15098.0 1.2D+1.6L+0.5Lr One -Way Shear Y (Ibf) PASS (75.0%) 4395.3 17550.0 1.2D+1.6L+0.5Lr Moment Y (Ibf-ft) PASS (67.3%) 4935.0 15098.0 1.2D+1.6L+0.5Lr Crushing (Ibf) PASS (49.8%) 694.0 1381.3 1.2D+1.6L+0.5Lr Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 10 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction •,07 Ufw Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 2391.917 0 Dead Z Point (Ibf) 3734.047 0 Live Z Point (Ibf) 1869.158 0 Dead Z Point (Ibf) 3480 0 Live Z Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 11 PASS A DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: F5 - FTG at 04b & 13a TYPE: ISOLATED FOOTING COMPANY: DESIGNED BY: REVIEWED BY: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LOADING: CODE: 2018 International Building Code ACL AC1318-14 2.5 (ft) X 2.5 (ft) X 10 (in) Soil Depth TOF: 0 (ft) (4) #4 Long, (4) #4 Short i4" 1 c 2' G" X 404 PSF 404 P S F L tr 1' 3' fr � �E 404 PSF 909 PSF . ..�. FOOTING fc' (psi) Ec (psi) Density (Ibf/ft3) Width (ft) Length (ft) Depth (in) Volume (ft') 2500 2880952 145 2.5 2.5 10 5.21 CALCULATION VARIABLES Bo (in) (D-X m-Y 46 0 0 COLUMN Width (in) Length (in) Material Offset (in) 4 6 Wood 0 SOIL Bearing Strength (Ibf/ft) Density (Ibf/ft3) Cohesion Friction Angle Depth (ft) Rankine Coefficient (Kp) 1500 120 0 30 0 3 REBAR Bar Size # # Bars Long # Bars Short fy (psi) Es (psi) 4 4 4 40000 2.9E+07 .. PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft) PASS (39.5%) 908.0 1500.0 D+L Two -Way Shear (Punching) (Ibf) PASS (80.7%) 8664.8 44850.0 1.2D+1.6L+0.5S One -Way Shear X (Ibf) PASS (89.9%) 1588.5 14625.0 1.2D+1.6L+0.5S Moment X (Ibf-ft) PASS (56.7%) 1733.0 4000.0 1.2D+1.6L+0.5S One -Way Shear Y (Ibf) PASS (87.2%) 1877.4 14625.0 1.2D+1.6L+0.5S Moment Y (Ibf-ft) PASS (49.2%) 2033.8 4000.0 1.2D+1.6L+0.5S Crushing (Ibf) PASS (73.9%) 361.0 1381.3 1.2D+1.6L+0.5S Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 12 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction •,07 UfW Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 192.6163 0 Dead Z Point (Ibf) 448.1013 0 Live Z Point (Ibf) 2187.226 0 Dead Z Point (Ibf) 2847.35 0 Live Z Point (Ibf) 1072.438 0 Snow Z Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 13 N PASS A DATE: 3/29/2021 COMPANY: VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: REVIEWED BY: PROJECT LOCATION: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: F6 - FTG at 04a, 06a, Bb & Cb CODE: 2018 International Building Code TYPE: ISOLATED FOOTING ACI: ACI 318-14 MATERIAL: CONCRETE 3.5 (ft) X 3.5 (ft) X 12 (in) Soil Depth TOF: 0 (ft) (6) #4 Long, (6) #4 Short 7- 4& X 1079 PSF 1079 PSF fr � i S� 's �E 1079 PSF 1079 PSF . ..�. FOOTING fc' (psi) Ec (psi) Density (Ibf/ft3) Width (ft) Length (ft) Depth (in) Volume (ft') 2500 2880952 145 3.5 3.5 12 12.25 CALCULATION VARIABLES Bo (in) (D-X m-Y 86 0 0 COLUMN Width (in) Length (in) Material Offset (in) 8 18 Concrete 0 SOIL Bearing Strength (Ibf/ft) Density (Ibf/ft3) Cohesion Friction Angle Depth (ft) Rankine Coefficient (Kp) 1500 120 0 30 0 3 REBAR Bar Size # # Bars Long # Bars Short fy (psi) Es (psi) 4 6 6 40000 2.9E+07 .. PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft) PASS (28.1%) 1079.1 1500.0 D+0.75L+0.75S Two -Way Shear (Punching) (Ibf) PASS (81.6%) 19041.0 103558.3 1.2D+1.6L+0.5S One -Way Shear X (Ibf) PASS (94.1%) 1586.8 26775.0 1.2D+1.6L+0.5S Moment X (Ibf-ft) PASS (68.9%) 2720.1 8750.0 1.2D+1.6L+0.5S One -Way Shear Y (Ibf) PASS (85.6%) 3853.5 26775.0 1.2D+1.6L+0.5S Moment Y (Ibf-ft) PASS (81.6%) 5459.2 29631.9 1.2D+1.6L+0.5S Crushing (Ibf) PASS (90.4%) 132.2 1381.3 1.2D+1.6L+0.5S Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 14 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction •,07 UfW Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 2719.253 0 Dead Z Point (Ibf) 4313.109 0 Live Z Point (Ibf) 969.7456 0 Dead Z Point (Ibf) 1514.063 0 Snow Z Point (Ibf) 1098.348 0 Dead Z Point (Ibf) 1574.771 0 Live Z Point (Ibf) 441.6033 0 Snow Z Point (Ibf) 1215.813 0 Dead Z Point (Ibf) 499.9999 0 Live Z Point (Ibf) 1277.541 0 Snow Z Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 15 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: F7 - FTG at Ba & Ca TYPE: ISOLATED FOOTING PASS A COMPANY: DESIGNED BY: REVIEWED BY: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LOADING: CODE: 2018 International Building Code ACL AC1318-14 2.5 (ft) X 2.5 (ft) X 10 (in) Soil Depth TOF: 0 (ft) (4) #4 Long, (4) #4 Short 2• G" X 1139 PSF 1139 PSF L7 1' 3' I � :i .. i �E 1139 PSF 1139 PSF ETA MIT: ni. ..�. FOOTING fc' (psi) Ec (psi) Density (Ibf/ft3) Width (ft) Length (ft) Depth (in) Volume (ft') 2500 2880952 145 2.5 2.5 10 5.21 CALCULATION VARIABLES Bo (in) (D-X m-Y 78 0 0 COLUMN Width (in) Length (in) Material Offset (in) 8 18 Concrete 0 SOIL Bearing Strength (Ibf/ft) Density (Ibf/ft3) Cohesion Friction Angle Depth (ft) Rankine Coefficient (Kp) 1500 120 0 30 0 3 REBAR Bar Size # # Bars Long # Bars Short fy (psi) Es (psi) 4 4 4 40000 2.9E+07 .. PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft) PASS (24.0%) 1139.5 1500.0 D+0.75L+0.75S Two -Way Shear (Punching) (Ibf) PASS (85.1%) 10674.2 71825.0 1.2D+1.6L+0.5S Moment X (Ibf-ft) PASS (86.7%) 533.7 4000.0 1.2D+1.6L+0.5S One -Way Shear Y (Ibf) PASS (89.1 %) 1601.1 14625.0 1.2D+1.6L+0.5S Moment Y (Ibf-ft) PASS (55.2%) 1793.9 4000.0 1.2D+1.6L+0.5S Crushing (Ibf) PASS (94.6%) 74.1 1381.3 1.2D+1.6L+0.5S Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 16 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction •,07 UfW Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 2119.958 0 Dead Z Point (Ibf) 3270.29 0 Live Z Point (Ibf) 1215.813 0 Dead Z Point (Ibf) 499.9999 0 Live Z Point (Ibf) 1277.541 0 Snow Z Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 17 N DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: F3 - FTG at 07b & HJ TYPE: ISOLATED FOOTING PASS A COMPANY: DESIGNED BY: REVIEWED BY: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LOADING: CODE: 2018 International Building Code ACL AC1318-14 3.5 (ft) X 3.5 (ft) X 12 (in) Soil Depth TOF: 0 (ft) (6) #4 Long, (6) #4 Short X 600 PSF 600 P S F fr � i 31 6- - 's �E 600 PSF 600 P S F . ..�. FOOTING fc' (psi) Ec (psi) Density (Ibf/ft3) Width (ft) Length (ft) Depth (in) Volume (ft') 2500 2880952 145 3.5 3.5 12 12.25 CALCULATION VARIABLES Bo (in) (D-X m-Y 82 0 0 COLUMN Width (in) Length (in) Material Offset (in) 6 18 Concrete 0 SOIL Bearing Strength (Ibf/ft) Density (Ibf/ft3) Cohesion Friction Angle Depth (ft) Rankine Coefficient (Kp) 1500 120 0 30 0 3 REBAR Bar Size # # Bars Long # Bars Short fy (psi) Es (psi) 4 6 6 40000 2.9E+07 .. PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft) PASS (60.0%) 600.2 1500.0 D+L Two -Way Shear (Punching) (Ibf) PASS (87.9%) 10576.4 87125.0 1.2D+1.6L+0.5Lr One -Way Shear X (Ibf) PASS (96.7%) 881.4 26775.0 1.2D+1.6L+0.5Lr Moment X (Ibf-ft) PASS (82.7%) 1510.9 8750.0 1.2D+1.6L+0.5Lr One -Way Shear Y (Ibf) PASS (91.1 %) 2392.3 26775.0 1.2D+1.6L+0.5Lr Moment Y (Ibf-ft) PASS (88.5%) 3399.6 29631.9 1.2D+1.6L+0.5Lr Crushing (Ibf) PASS (92.9%) 97.9 1381.3 1.2D+1.6L+0.5Lr Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 18 LOAD LIST Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 4382 0 Live Point (Ibf) 2971 0 Dead Project Name: M3115A2F-1 (2018) 2018 International Building Code Page 19 PASS A DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: 01. BEDRM 2 WINDOW TYPE: FLOOR BEAM COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LOADING: ASD CODE: 2318 International Building Code NDS: 2018 NDS (Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1) 5.125 X 12 DRY Start (ft): 0 End (ft): 12 Member Slope: 0/12 Actual Length (ft): 12 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 61.5 738 134.61 14.03 1 0.5 1 •••• Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc-L Ex Exmin Ey Eymin (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) Base Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 Adjusted Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 � Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 12 2 12 0 1.00 0.99 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (59.8%) 122.6 304.8 12 D+0.75L+0.75S 1 Bending Stress Y (psi) PASS (41.3%) 1406.1 2395.6 7.68 D+L 1.15 Deflection (in) PASS (42.7%) 0.229 (=L/628) 0.400 (=L/360) 6.48 D+L Bearing Stress (psi) PASS (56.9%) 280.2 650.0 12 D+0.75L+0.75S 1.15 ' "0061W Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 1120 944 0 755 0 0 0 0 0 0 0 B 2317 1721 0 1890 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 20 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Trapezoidal (Ibf/ft) 25 150 0 7.75 Snow Y Trapezoidal (Ibf/ft) 15 75 0 7.75 Dead Y Trapezoidal (Ibf/ft) 463 463 7.75 12 Snow Y Trapezoidal (Ibf/ft) 278 278 7.75 12 Dead Y Self Weight (Ibf/ft) 14.03 14.03 0 12 Dead Y TOM TO Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 1738.625 7.75 Dead Y Point (Ibf) 2665.389 7.75 Live Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 21 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: X- A. HIP MASTER (end reaction only) CODE: TYPE: FLOOR BEAM NDS: Douglas X- A. HIP MASTER (end reaction only) DIAGRAM ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 37 Member Slope: 0/12 Actual Length (ft): 37 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 33 83.19 6.19 7.53 4 0.5 1 INERTM •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc1(psi) E (psi) x103 Emin (psi) x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 37 2 37 0 0.99 0.33 1.00 1.00 'ASS -FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) FAIL (-10.1%) 200.2 180.0 37 D+L 1 Bending Stress Y (psi) FAIL (-92.9%) 16282.0 1158.9 19.98 D+L 1 Deflection (in) FAIL (-98.4%) 76.754 (=L/6) 1.233 (=L/360) 18.87 D+L Bearing Stress (psi) PASS (66.4%) 209.7 625.0 37 D+L 1 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 1635 2493 0 0 0 0 0 0 0 0 0 B 1739 2665 0 0 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 22 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Trapezoidal (Ibf/ft) 125 125 0 29 Live Y Trapezoidal (Ibf/ft) 75 75 0 29 Dead Y Trapezoidal (Ibf/ft) 50 50 29 37 Live Y Trapezoidal (Ibf/ft) 30 30 29 37 Dead Y Point (Ibf) 1133 - 29 - Live Y Point (Ibf) 680 - 29 - Dead Y Self Weight (Ibf/ft) 7.53 7.53 0 37 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 23 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: ASD LOCATION: X- D. STUB HIP MASTER (end reaction60F)T: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS Douglas X- D. STUB HIP MASTER (end reaction only) DIAGRAM Start (ft): 0 End (ft): 28.25 Member Slope: 0/12 Actual Length (ft): 28.25 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 33 83.19 6.19 7.53 4 0.5 1 INERTM •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc1(psi) E (psi) x103 Emin (psi) x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 8.67 4 8.67 0 0.99 0.71 1.00 1.00 2 19.58 2 19.58 0 0.99 0.97 1.00 1.00 .. . PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (7.5%) 166.6 180.0 8.48 D+L 1 Bending Stress Y (psi) FAIL (-77.7%) 2939.0 832.2 8.76 D+L 1 Deflection (in) FAIL (-76.9%) 2.826 (=L/83) 0.653 (=L/360) 19.49 D+L Bearing Stress (psi) PASS (57.8%) 291.7 692.0 8.67 D+L 1 ' • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A -111 -187 0 0 0 0 0 0 0 0 0 B 2392 3734 0 0 0 0 0 0 0 0 0 C 653 989 0 0 0 0 0 0 0 0 0 Reaction Location A B C Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 24 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Trapezoidal (Ibf/ft) 50 50 0 8 Live Y Trapezoidal (Ibf/ft) 30 30 0 8 Dead Y Trapezoidal (Ibf/ft) 125 125 8 8.67 Live Y Trapezoidal (Ibf/ft) 75 75 8 8.67 Dead Y Point (Ibf) 1605 - 8 - Live Y Point (Ibf) 963 - 8 - Dead Y Uniform (Ibf/ft) 125 125 8.67 28.25 Live Y Uniform (Ibf/ft) 75 75 8.67 28.25 Dead Y Self Weight (Ibf/ft) 7.53 7.53 0 28.25 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 25 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: X- B. GIRDER TRUSS (end reaction onlyQODE: TYPE: FLOOR BEAM NDS: Douglas X- B. GIRDER TRUSS (end reaction only) DIAGRAM ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 20 Member Slope: 0/12 Actual Length (ft): 20 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 33 83.19 6.19 7.53 4 0.5 1 INERTM •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc1(psi) E (psi) x103 Emin (psi) x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 20 4 20 0 0.98 0.61 1.00 1.00 'ASS -FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) FAIL (43.7%) 319.7 180.0 20 D+L 1 Bending Stress Y (psi) FAIL (-93.0%) 16389.0 1145.9 9 D+L 1 Deflection (in) FAIL (-96.8%) 20.988 (=L/11) 0.667 (=L/360) 10 D+L Bearing Stress (psi) PASS (46.4%) 334.9 625.0 20 D+L 1 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 2120 3270 0 0 0 0 0 0 0 0 0 B 2719 4313 0 0 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 26 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Trapezoidal (Ibf/ft) 50 50 0 8.17 Live Y Trapezoidal (Ibf/ft) 30 30 0 8.17 Dead Y Trapezoidal (Ibf/ft) 463 463 8.17 12.5 Live Y Trapezoidal (Ibf/ft) 278 278 8.17 12.5 Dead Y Trapezoidal (Ibf/ft) 357 357 12.5 20 Live Y Trapezoidal (Ibf/ft) 214 214 12.5 20 Dead Y Self Weight (Ibf/ft) 7.53 7.53 0 20 Dead Y •,07 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 1634.846 Point (Ibf) 2492.61 8.17 Dead Y 8.17 Live Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 27 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: ASD LOCATION: X- E. STUB GIRDER/HIP MASTER (end r@@flrD d0M International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS Douglas X- E. STUB GIRDER/HIP MASTER (end reaction only) DIAGRAM Start (ft): 0 End (ft): 28 Member Slope: 0/12 Actual Length (ft): 28 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 33 83.19 6.19 7.53 4 0.5 1 INERTM •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc1(psi) E (psi) x103 Emin (psi) x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 11.75 2 11.75 0 0.98 0.77 1.00 1.00 2 16.25 4 16.25 0 1.00 0.97 1.00 1.00 .. . PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) FAIL (-71.5%) 631.5 180.0 11.76 D+L 1 Bending Stress Y (psi) FAIL (-92.9%) 12667.1 895.5 11.76 D+L 1 Deflection (in) FAIL (-94.2%) 9.367 (=L/21) 0.542 (=L/360) 19.88 D+L Bearing Stress (psi) FAIL (-27.5%) 953.8 692.0 11.75 D+L 1 ' • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 253 979 0 0 0 0 0 0 0 0 0 B 7666 12364 0 0 0 0 0 0 0 0 0 C 1723 2692 0 0 0 0 0 0 0 0 0 Reaction Location A B C Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 28 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 357 357 0 11.75 Live Y Uniform (Ibf/ft) 214 214 0 11.75 Dead Y Trapezoidal (Ibf/ft) 507 507 11.75 16 Live Y Trapezoidal (Ibf/ft) 304 304 11.75 16 Dead Y Trapezoidal (Ibf/ft) 357 357 16 19.83 Live Y Trapezoidal (Ibf/ft) 214 214 16 19.83 Dead Y Trapezoidal (Ibf/ft) 50 50 19.83 28 Live Y Trapezoidal (Ibf/ft) 30 30 19.83 28 Dead Y Point (Ibf) 3613 - 16 - Live Y Point (Ibf) 2168 - 16 - Dead Y Self Weight (Ibf/ft) 7.53 7.53 0 28 Dead Y WON •IO Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 2391.917 Point (Ibf) 3734.047 19.83 Dead Y 19.83 Live Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 29 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: PASS A COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: 02. BM BETWEEN GREAT ROOM & STAGODE: TYPE: FLOOR BEAM NDS: (Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1) 5.125 X 12 DRY 1 '•• i 'm ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 12 Member Slope: 0/12 Actual Length (ft): 12 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 61.5 738 134.61 14.03 1 0.5 1 •••• Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc-L Ex Exmin Ey Eymin (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) Base Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 Adjusted Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 � Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 12 2 12 0 1.00 0.99 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (50.8%) 130.5 265.0 12 D+L 1 Bending Stress Y (psi) PASS (34.6%) 1565.6 2394.8 6 D+L 1 Deflection (in) PASS (21.7%) 0.313 (=L/460) 0.400 (=L/360) 6 D+L Bearing Stress (psi) PASS (54.1%) 298.2 650.0 0 D+L 1 ' "0061W Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 1869 3480 0 0 0 0 0 0 0 0 0 B 1869 3480 0 0 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 30 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 580 580 0 12 Live Y Uniform (Ibf/ft) 217.5 217.5 0 12 Dead Y Uniform (Ibf/ft) 80 80 0 12 Dead Y Self Weight (Ibf/ft) 14.03 14.03 0 12 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 31 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: PASS A COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: 03. BM BETWEEN KITCHEN & DINING CODE: TYPE: FLOOR BEAM NDS: (Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1) 3.125 X 18 DRY 1 0 ' ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 18.5 Member Slope: 0/12 Actual Length (ft): 18.5 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 56.25 1518.75 45.78 12.83 1 0.5 1 INERTM •••• Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc-L Ex Exmin Ey Eymin (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) Base Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 Adjusted Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 � Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 18.5 4 18.5 0 0.98 0.76 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (70.2%) 79.0 265.0 18.5 D+L 1 Bending Stress Y (psi) PASS (55.0%) 1055.3 2346.2 12.03 D+L 1 Deflection (in) PASS (48.6%) 0.317 (=L/700) 0.617 (=L/360) 9.62 D+L Bearing Stress (psi) PASS (58.3%) 270.9 650.0 18.5 D+L 1 ' "0061111111111F Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 1127 1326 0 223 0 0 0 0 0 0 0 B 1090 1873 0 419 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 32 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 80 80 0 18.5 Live Y Uniform (Ibf/ft) 30 30 0 18.5 Dead Y Trapezoidal (Ibf/ft) 0 80 0 18.5 Live Y Trapezoidal (Ibf/ft) 80 0 0 18.5 Dead Y Self Weight (Ibf/ft) 12.83 12.83 0 18.5 Dead Y •I07 I FM Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 253.2732 12.08 Dead Y Point (Ibf) 979.0897 12.08 Live Y Point (Ibf) 431.5057 12.08 Dead Y Point (Ibf) 642 12.08 Snow Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 33 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: X- F. HIP MASTER (end reaction only) CODE: TYPE: FLOOR BEAM NDS: Douglas X- F. HIP MASTER (end reaction only) DIAGRAM ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 12 Member Slope: 0/12 Actual Length (ft): 12 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 33 83.19 6.19 7.53 4 0.5 1 INERTM •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc1(psi) E (psi) x103 Emin (psi) x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 12 4 12 0 0.98 0.87 1.00 1.00 'ASS -FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (73.9%) 47.1 180.0 12 D+L 1 Bending Stress Y (psi) FAIL (-37.6%) 1838.9 1147.0 6 D+L 1 Deflection (in) FAIL (49.0%) 0.784 (=L/184) 0.400 (=L/360) 6 D+L Bearing Stress (psi) PASS (92.1%) 49.3 625.0 0 D+L 1 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 416 619 0 0 0 0 0 0 0 0 0 B 416 619 0 0 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 34 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 50 50 0 12 Live Y Uniform (Ibf/ft) 30 30 0 12 Dead Y Point (Ibf) 638 - 6 - Live Y Point (Ibf) 382 - 6 - Dead Y Self Weight (Ibf/ft) 7.53 7.53 0 12 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 35 PASS A DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: 09. BM OVER MSTR BATH TYPE: ROOF BEAM COMPANY: DESIGNED BY: REVIEWED BY: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LOADING: ASD CODE: 2318 International Building Code NDS: 2018 NDS Douglas Fir -Larch No. 2 (1) 5.5 X 11.5 DRY 1 • • M V • Start (ft): 0 End (ft): 6.42 Member Slope: 0/12 Actual Length (ft): 6.42 Roof Pitch: 4/12 Area Ix ly BSW Lams G Kcr (in Z) (in4) (in4) (Ibf/ft) Creep Factor 63.25 697.07 159.44 14.43 1 0.5 1 •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc-L(psi) E (psi) x103 Emin (psi) x103 Base Values 875 425 170 600 625 1300 470 Adjusted Values 875 425 170 600 625 1300 470 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1 1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1.05Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 6.42 2 6.42 0 1.00 1.00 1.00 1.00 'ASS -FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (87.0%) 25.5 195.5 6.42 D+S 1.15 Bending Stress Y (psi) PASS (83.0%) 170.6 1004.9 3.21 D+S 1.15 Deflection (in) PASS (96.1%) 0.008 (=L/9171) 0.214 (=L/360) 3.21 S Bearing Stress (psi) PASS (91.1%) 55.8 625.0 0 D+S 1.15 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 432 0 0 642 0 0 0 0 0 0 0 B 432 0 0 642 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 36 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 200 200 0 6.42 Snow Y Uniform (Ibf/ft) 120 120 0 6.42 Dead Y Self Weight (Ibf/ft) 14.43 14.43 0 6.42 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 37 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: 13. STAIR WINDOW TYPE: FLOOR BEAM PASS A COMPANY: DESIGNED BY: REVIEWED BY: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LOADING: ASD CODE: 2318 International Building Code NDS: 2018 NDS Douglas Fir -Larch No. 2 (1) 3.5 X 9.25 DRY Start (ft): 0 End (ft): 5.42 Member Slope: 0/12 Actual Length (ft): 5.42 Area Ix ly BSW Lams G Kcr (in Z) (in4) (in4) (Ibf/ft) Creep Factor 32.38 230.84 33.05 7.38 1 0.5 1 •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc-L(psi) E (psi) x103 Emin (psi) x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1080 632 180 1350 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.2 1.1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 5.42 2 5.42 0 1.00 0.99 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (83.5%) 29.7 180.0 0 D+L 1 Bending Stress Y (psi) PASS (85.4%) 157.0 1077.4 2.49 D+L 1 Deflection (in) PASS (94.9%) 0.009 (=L/6995) 0.181 (=L/360) 2.66 D+L Bearing Stress (psi) PASS (91.6%) 52.3 625.0 0 D+L 1 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 193 448 0 0 0 0 0 0 0 0 0 B 156 243 0 0 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 38 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Trapezoidal (Ibf/ft) 357 357 0 0.58 Live Y Trapezoidal (Ibf/ft) 214 214 0 0.58 Dead Y Trapezoidal (Ibf/ft) 150 50 0.58 5.42 Live Y Trapezoidal (Ibf/ft) 92 30 0.58 5.42 Dead Y Self Weight (Ibf/ft) 7.38 7.38 0 5.42 Dead Y TOM TO Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) -110.8925 0.58 Dead Y Point (Ibf) -186.983 0.58 Live Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 39 PASS A DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: 06. BM OVER LANDING TYPE: ROOF BEAM COMPANY: DESIGNED BY: REVIEWED BY: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LOADING: ASD CODE: 2318 International Building Code NDS: 2018 NDS Douglas Fir -Larch No. 2 (1) 5.5 X 11.5 DRY 1. •I � . Start (ft): 0 End (ft): 8.5 Member Slope: 0/12 Actual Length (ft): 8.5 Roof Pitch: 3/12 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 63.25 697.07 159.44 14.43 1 0.5 1 •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc-L(psi) E (psi) x103 Emin (psi) x103 Base Values 875 425 170 600 625 1300 470 Adjusted Values 875 425 170 600 625 1300 470 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1 1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1.05Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 8.5 2 8.5 0 1.00 0.99 1.00 1.00 'ASS -FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (69.9%) 58.9 195.5 0 D+S 1.15 Bending Stress Y (psi) PASS (48.0%) 522.5 1004.9 4.25 D+S 1.15 Deflection (in) PASS (83.7%) 0.046 (=L/2208) 0.283 (=L/360) 4.25 S Bearing Stress (psi) PASS (79.4%) 129.0 625.0 0 D+S 1.15 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 970 0 0 1514 0 0 0 0 0 0 0 B 970 0 0 1514 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 40 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 356.25 356.25 0 8.5 Snow Y Uniform (Ibf/ft) 213.75 213.75 0 8.5 Dead Y Self Weight (Ibf/ft) 14.43 14.43 0 8.5 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 41 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: PASS A COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: 04. BM BETWEEN STAIR & FOYER CODE: TYPE: FLOOR BEAM NDS: (Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1) 5.125 X 13.5 DRY ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 12 Member Slope: 0/12 Actual Length (ft): 12 Area Ix ly BSW Lams G Kcr (in Z) (in4) (in4) (Ibf/ft) Creep Factor 69.19 1050.79 151.44 15.78 1 0.5 1 •••• Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc-L Ex Exmin Ey Eymin (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) Base Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 Adjusted Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 12 2 12 0 1.00 0.99 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (58.8%) 109.2 265.0 12 D+L 1 Bending Stress Y (psi) PASS (54.5%) 1089.7 2394.7 8.4 D+L 1 Deflection (in) PASS (43.5%) 0.170 (=L/850) 0.300 (=L/480) 6.36 D+L Bearing Stress (psi) PASS (56.0%) 285.8 650.0 12 D+0.75L+0.75S 1.15 ' "0061W Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 1098 1575 0 442 0 0 0 0 0 0 0 B 2187 2847 0 1072 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 42 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 160 160 0 12 Live Y Uniform (Ibf/ft) 60 60 0 12 Dead Y Point (Ibf) 350 - 8.5 - Live Y Point (Ibf) 132 8.5 Dead Y Point (Ibf) 1704 8.5 Live Y Point (Ibf) 1082 - 8.5 - Dead Y Self Weight (Ibf/ft) 15.78 15.78 0 12 Dead Y •I07 I FM Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 192.6163 11.58 Dead Y Point (Ibf) 448.1013 11.58 Live Y Point (Ibf) 969.7456 8.5 Dead Y Point (Ibf) 1514.063 8.5 Snow Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 43 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: PASS A COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: 05. GREAT ROOM WINDOW HEADER CODE: TYPE: FLOOR BEAM NDS: (Stress Class Rated 24F-1.8E I 24F-V8 DF/DF (1) 3.125 X 12 DRY ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 6 Member Slope: 0/12 Actual Length (ft): 6 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 37.5 450 30.52 8.55 1 0.5 1 •••• Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc-L Ex Exmin Ey Eymin (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) Base Values 2400 2400 1550 1100 265 230 1650 650 1800000 950000 1600000 850000 Adjusted Values 2400 2400 1550 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 � Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 4 2 4 0 1.00 0.99 1.00 1.00 2 2 2 2 0 1.00 1.00 1.00 1.00 'ASS -FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (67.0%) 87.4 265.0 3.96 D+L 1 Bending Stress Y (psi) PASS (88.4%) 278.7 2393.1 4.02 D+L 1 Deflection (in) PASS (97.2%) 0.004 (=L/12628) 0.133 (=L/360) 6 D+L Bearing Stress (psi) PASS (49.2%) 365.6 719.6 4 D+L 1 ' "Ov RW Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 373 960 0 0 0 0 0 0 0 0 0 B 1118 2880 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 Reaction Location A B C Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 44 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 640 640 0 4 Live Y Uniform (Ibf/ft) 240 240 0 4 Dead Y Uniform (Ibf/ft) 640 640 4 6 Live Y Uniform (Ibf/ft) 240 240 4 6 Dead Y Self Weight (Ibf/ft) 8.55 8.55 0 6 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 45 PASS A DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: 11. M BEDRM WINDOW TYPE: FLOOR BEAM COMPANY: DESIGNED BY: REVIEWED BY: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LOADING: ASD CODE: 2318 International Building Code NDS: 2018 NDS Douglas Fir -Larch No. 2 (1) 3.5 X 9.25 DRY �' �• I , ' Start (ft): 0 End (ft): 8.33 Member Slope: 0/12 Actual Length (ft): 8.33 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 32.38 230.84 33.05 7.38 1 0.5 1 •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc-L(psi) E (psi) x103 Emin (psi) x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1080 632 180 1350 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.2 1.1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 8.33 2 8.33 0 1.00 0.99 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (75.4%) 51.0 207.0 0 D+S 1.15 Bending Stress Y (psi) PASS (60.7%) 486.8 1238.6 3.92 D+S 1.15 Deflection (in) PASS (84.2%) 0.044 (=L/2272) 0.278 (=L/360) 4.08 S Bearing Stress (psi) PASS (85.6%) 89.8 625.0 0 D+S 1.15 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 406 0 0 694 0 0 0 0 0 0 0 B 281 0 0 555 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 46 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Trapezoidal (Ibf/ft) 200 100 0 8.33 Snow Y Trapezoidal (Ibf/ft) 120 30 0 8.33 Dead Y Self Weight (Ibf/ft) 7.38 7.38 0 8.33 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 47 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: PASS A COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: 07. BM OVER OUTDOOR LIVING CODE: TYPE: FLOOR BEAM NDS: (Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1) 5.125 X 15 DRY ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 16 Member Slope: 0/12 Actual Length (ft): 16 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 76.88 1441.41 168.26 17.53 1 0.5 1 •••• Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc-L Ex Exmin Ey Eymin (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) Base Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 Adjusted Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 � Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 16 2 16 0 1.00 0.98 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (62.7%) 99.0 265.0 0 D+L 1 Bending Stress Y (psi) PASS (55.4%) 1068.4 2393.3 7.68 D+L 1 Deflection (in) PASS (41.9%) 0.310 (=L/619) 0.533 (=L/360) 7.84 D+L Bearing Stress (psi) PASS (56.5%) 282.8 650.0 0 D+L 1 ' "0061W Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 2338 2734 0 641 0 0 0 0 0 0 0 B 2027 2286 0 608 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 48 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 250 250 0 16 Live Y Uniform (Ibf/ft) 94 94 0 16 Dead Y Trapezoidal (Ibf/ft) 80 80 0 16 Dead Y Trapezoidal (Ibf/ft) 200 200 0 4.08 Live Y Trapezoidal (Ibf/ft) 120 120 0 4.08 Dead Y Point (Ibf) 102 - 12.83 - Live Y Point (Ibf) 62 12.83 Dead Y Point (Ibf) 102 15.67 Live Y Point (Ibf) 62 - 15.67 - Dead Y Self Weight (Ibf/ft) 17.53 17.53 0 16 Dead Y • 519 FM Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 405.6034 4.08 Dead Y Point (Ibf) 280.6534 12.42 Dead Y Point (Ibf) 694.1666 4.08 Snow Y Point (Ibf) 555.3333 12.42 Snow Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 49 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: 08. BM OVER REFER TYPE: FLOOR BEAM PASS A COMPANY: DESIGNED BY: REVIEWED BY: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LOADING: ASD CODE: 2318 International Building Code NDS: 2018 NDS Douglas Fir -Larch No. 2 (1) 5.5 X 11.5 DRY Start (ft): 0 End (ft): 6.33 Member Slope: 0/12 Actual Length (ft): 6.33 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 63.25 697.07 159.44 14.43 1 0.5 1 •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc-L(psi) E (psi) x103 Emin (psi) x103 Base Values 875 425 170 600 625 1300 470 Adjusted Values 875 425 170 600 625 1300 470 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1 1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1.05Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 6.33 2 6.33 0 1.00 1.00 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (63.0%) 62.8 170.0 6.33 D+L 1 Bending Stress Y (psi) PASS (52.5%) 414.9 874.0 3.16 D+L 1 Deflection (in) PASS (78.9%) 0.033 (=L/2275) 0.158 (=L/480) 3.16 D+L Bearing Stress (psi) PASS (78.0%) 137.6 625.0 0 D+L 1 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 940 1709 0 0 0 0 0 0 0 0 0 B 940 1709 0 0 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 50 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 540 540 0 6.33 Live Y Uniform (Ibf/ft) 202.5 202.5 0 6.33 Dead Y Uniform (Ibf/ft) 80 80 0 6.33 Dead Y Self Weight (Ibf/ft) 14.43 14.43 0 6.33 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 51 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: PASS A COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: 10. GREAT ROOM DOOR HEADER CODE: TYPE: FLOOR BEAM NDS: (Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1) 3.125 X 10.5 DRY ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 8.33 Member Slope: 0/12 Actual Length (ft): 8.33 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 32.81 301.46 26.7 7.48 1 0.5 1 •••• Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc-L Ex Exmin Ey Eymin (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) Base Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 Adjusted Values 2400 1850 1472 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 � Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 8.33 2 8.33 0 1.00 0.98 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (29.5%) 186.8 265.0 8.33 D+L 1 Bending Stress Y (psi) PASS (25.5%) 1778.6 2387.0 4.16 D+L 1 Deflection (in) PASS (5.9%) 0.196 (=L/510) 0.208 (=L/480) 4.16 D+L Bearing Stress (psi) PASS (42.5%) 373.7 650.0 0 D+L 1 ' "0061W Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 1380 2707 0 0 0 0 0 0 0 0 0 B 1380 2707 0 0 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 52 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 650 650 0 8.33 Live Y Uniform (Ibf/ft) 243.75 243.75 0 8.33 Dead Y Uniform (Ibf/ft) 80 80 0 8.33 Dead Y Self Weight (Ibf/ft) 7.48 7.48 0 8.33 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 53 PASS A DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: 12. BM OVER MSTR BATH TYPE: FLOOR BEAM Douglas 12. BM OVER MSTR BATH DIAGRAM COMPANY: DESIGNED BY: REVIEWED BY: Architects Northwest Jeffrey deRoulet Jeffrey deRoulet LOADING: ASD CODE: 2318 International Building Code NDS: 2018 NDS Start (ft): 0 End (ft): 11.92 Member Slope: 0/12 Actual Length (ft): 11.92 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 63.25 697.07 159.44 14.43 1 0.5 1 •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc1(psi) E (psi) x103 Emin (psi) x103 Base Values 875 425 170 600 625 1300 470 Adjusted Values 875 425 170 600 625 1300 470 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1 1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1.05Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 11.92 2 11.92 0 1.00 0.99 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (71.9%) 47.7 170.0 11.92 D+L 1 Bending Stress Y (psi) PASS (25.3%) 653.1 874.0 7.15 D+L 1 Deflection (in) PASS (54.2%) 0.182 (=L/787) 0.397 (=L/360) 6.08 D+L Bearing Stress (psi) PASS (83.3%) 104.5 625.0 11.92 D+L 1 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 750 1082 0 0 0 0 0 0 0 0 0 B 827 1186 0 0 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 54 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Trapezoidal (Ibf/ft) 150 150 0 8 Live Y Trapezoidal (Ibf/ft) 90 90 0 8 Dead Y Trapezoidal (Ibf/ft) 150 79 8 11.92 Live Y Trapezoidal (Ibf/ft) 90 47 8 11.92 Dead Y Self Weight (Ibf/ft) 14.43 14.43 0 11.92 Dead Y TOM TO Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 416.158 8 Dead Y Point (Ibf) 619 8 Live Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 55 DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LEVEL: StruCalc Members LOADING: LOCATION: X- C. HIP MASTER (end reaction only) CODE: TYPE: FLOOR BEAM NDS: Douglas X- C. HIP MASTER (end reaction only) DIAGRAM ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 20 Member Slope: 0/12 Actual Length (ft): 20 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 33 83.19 6.19 7.53 4 0.5 1 INERTM •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc1(psi) E (psi) x103 Emin (psi) x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 20 4 20 0 0.98 0.58 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (44.0%) 115.9 207.0 0 D+0.75L+0.75S 1.15 Bending Stress Y (psi) FAIL (-85.6%) 9146.7 1315.2 10 D+S 1.15 Deflection (in) FAIL (-88.9%) 6.006 (=L/40) 0.667 (=L/360) 10 D+L Bearing Stress (psi) PASS (80.6%) 121.4 625.0 0 D+0.75L+0.75S 1.15 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 1216 500 0 1278 0 0 0 0 0 0 0 B 1216 500 0 1278 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 56 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 50 50 0 20 Live Y Uniform (Ibf/ft) 30 30 0 20 Dead Y Self Weight (Ibf/ft) 7.53 7.53 0 20 Dead Y •MNI Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 840.5496 10 Dead Y Point (Ibf) 840.5496 10 Dead Y Point (Ibf) 1277.541 10 Snow Y Point (Ibf) 1277.541 10 Snow Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 57 PASS A DATE: 3/29/2021 COMPANY: VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: REVIEWED BY: PROJECT LOCATION: LEVEL: StruCalc Members LOADING: LOCATION: X- G. HIP JACK (end reaction only) CODE: TYPE: FLOOR BEAM NDS: Douglas X- G. HIP JACK (end reaction only) DIAGRAM Architects Northwest Jeffrey deRoulet Jeffrey deRoulet ASD 2018 International Building Code 2018 NDS Start (ft): 0 End (ft): 16.92 Member Slope: 0/12 Actual Length (ft): 16.92 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 33 83.19 6.19 7.53 4 0.5 1 ..�. Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc1(psi) E (psi) x103 Emin (psi) x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 2.83 2 2.83 0 0.99 0.99 1.00 1.00 2 3.92 2 3.92 0 1.00 0.99 1.00 1.00 3 10.17 2 10.17 0 0.99 0.89 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO Shear Stress Y (psi) PASS (70.4%) 61.2 207.0 16.92 D+S Bending Stress Y (psi) PASS (21.1%) 942.8 1194.9 6.77 D+S Deflection (in) PASS (49.9%) 0.170 (=L/719) 0.339 (=L/360) 12.52 S Bearing Stress (psi) PASS (85.4%) 100.9 692.0 6.75 D+S DURATION FACTOR CD 1.15 1.15 1.15 Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 58 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 0 0 0 0 0 0 0 0 0 0 0 B -78 0 0 -173 0 0 0 0 0 0 0 C 841 0 0 1278 0 0 0 0 0 0 0 D 525 0 0 821 0 0 0 0 0 0 0 Reaction Location A B C D • M Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Trapezoidal (Ibf/ft) 0 50 0 2.83 Snow Y Trapezoidal (Ibf/ft) 0 30 0 2.83 Dead Y Trapezoidal (Ibf/ft) 50 69 2.83 6.75 Snow Y Trapezoidal (Ibf/ft) 30 42 2.83 6.75 Dead Y Trapezoidal (Ibf/ft) 69 250 6.75 16.92 Snow Y Trapezoidal (Ibf/ft) 42 150 6.75 16.92 Dead Y Self Weight (Ibf/ft) 7.53 7.53 0 16.92 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 59 PASS A DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: 14. BONUS WINDOW TYPE: FLOOR BEAM COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LOADING: ASD CODE: 2318 International Building Code NDS: 2018 NDS (Stress Class Rated 24F-1.8E 24F-V8 DF/DF (1) 3.125 X 12 DRY :• �• ' Start (ft): 0 End (ft): 20 Member Slope: 0/12 Actual Length (ft): 20 Area Ix ly BSW Lams G Kcr (in Z) (in4)(in 4)(Ibf/ft) Creep Factor 37.5 450 30.52 8.55 1 0.5 1 INERTM Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc-L Ex Exmin Ey Eymin (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) Base Values 2400 2400 1550 1100 265 230 1650 650 1800000 950000 1600000 850000 Adjusted Values 2400 2400 1550 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 4 2 4 0 0.99 0.92 1.00 1.00 2 12 2 12 0 1.00 0.99 1.00 1.00 3 4 2 4 0 1.00 0.99 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO Shear Stress Y (psi) PASS (82.0%) 54.8 304.8 16 D+S Bending Stress Y (psi) PASS (84.5%) 425.1 2742.3 10 D+S Deflection (in) PASS (89.2%) 0.043 (=L/3326) 0.400 (=L/360) 10 S Bearing Stress (psi) PASS (73.0%) 194.2 719.6 4 D+S DURATION FACTOR CD 1.15 1.15 1.15 Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 60 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 0 0 0 0 0 0 0 0 0 0 0 B 851 0 0 1274 0 0 0 0 0 0 0 C 850 0 0 1274 0 0 0 0 0 0 0 D 0 0 0 -1 0 0 0 0 0 0 0 Reaction Location A B C D Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Trapezoidal (Ibf/ft) 50 100 0 4 Snow Y Trapezoidal (Ibf/ft) 30 60 0 4 Dead Y Point (Ibf) 149 - 0.25 - Snow Y Point (Ibf) 90 - 0.25 - Dead Y Trapezoidal (Ibf/ft) 100 175 4 10 Snow Y Trapezoidal (Ibf/ft) 60 105 4 10 Dead Y Trapezoidal (Ibf/ft) 175 100 10 16 Snow Y Trapezoidal (Ibf/ft) 105 60 10 16 Dead Y Trapezoidal (Ibf/ft) 100 50 16 20 Snow Y Trapezoidal (Ibf/ft) 60 30 16 20 Dead Y Point (Ibf) 149 - 19.75 - Snow Y Point (Ibf) 90 - 19.75 - Dead Y Self Weight (Ibf/ft) 8.55 8.55 0 20 Dead Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 61 PASS A DATE: 3/29/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJECT LOCATION: LEVEL: StruCalc Members LOCATION: 15. GARAGE DOOR HEADER TYPE: FLOOR BEAM COMPANY: Architects Northwest DESIGNED BY: Jeffrey deRoulet REVIEWED BY: Jeffrey deRoulet LOADING: ASD CODE: 2318 International Building Code NDS: 2018 NDS (Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1) 5.125 X 16.5 DRY Start (ft): 0 End (ft): 19.5 Member Slope: 0/12 Actual Length (ft): 19.5 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 84.56 1918.51 185.09 19.29 1 0.5 1 •••• Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc-L Ex Exmin Ey Eymin (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) Base Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 Adjusted Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 � Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 19.5 2 19.5 0 1.00 0.97 1.00 1.00 'A55-FP PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (81.5%) 56.4 304.8 19.5 D+0.75L+0.75S 1 Bending Stress Y (psi) PASS (73.0%) 632.7 2342.1 10.53 D+L 1.15 Deflection (in) PASS (62.4%) 0.244 (=L/958) 0.650 (=L/360) 9.94 D+L Bearing Stress (psi) PASS (72.7%) 177.3 650.0 19.5 D+0.75L+0.75S 1.15 ' "0061W Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 1261 878 0 262 0 0 0 0 0 0 0 B 1763 877 0 1013 0 0 0 0 0 0 0 Reaction Location A B Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD Page 62 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 40 40 0 19.5 Live Y Uniform (Ibf/ft) 15 15 0 19.5 Dead Y Trapezoidal (Ibf/ft) 50 50 0 19.5 Live Y Trapezoidal (Ibf/ft) 30 30 0 19.5 Dead Y Trapezoidal (Ibf/ft) 80 80 4 15.5 Dead Y Self Weight (Ibf/ft) 19.29 19.29 0 19.5 Dead Y WON TICONOTTINIMM Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 850.554 15.5 Dead Y Point (Ibf) 0.367187 4 Snow Y Point (Ibf) 1274.043 15.5 Snow Y Project Name: M3115A2F-1 (2018) 2018 International Building Code ASD 0 0 � N 00 H r� 00 00 4x10 DF#2 d- L0 — — — — w ¢ 00 o 00 i O ? 5%xl2 6LB 24F-V4 w 00 00 Q 12'-6" LONG 00 Lu `r a° ------- -- z 00 lf� �N i0 HIP MASTER w J 1-1 N cl >>wa LL ¢zwv ® of _0- N � —� l.L ® Ln STUB 61R00"IP MASTER x a CF\ BOX 61RPER TRUSS O 00 U W i W am --- U °C - �a 6x12 PF#2 TOP 4x10 DF02 IV-8 9/4" A.M.F. --- ----------- 61RDER TRUSS C � HIP MASTER I 316.12 61-5 24F-V5, TOP # A.H.F. 20'-O" LONG, GANTL 4'-0' ® EA. END ' HIP MASTER'A' �� DESIGNED BY: DATE: FLOOR TRVSS TROY 4/20I5 DRAWN BY: DATE: — — — —IRA 6/4/I5 bx8 DF#2 IO'-O" LON&, TOP ® 12'-I" A.M.F. PROJECT MANAGER: SARAH WF—I &H7 REVISED BY: DATE: DIH PJ�JO�II ❑ E A ❑ <E� ANW WOODINVILLE OFFICE JOB NUMBER: SCALE: I/8" = 1'-0" ROOF FRAMING I E5®2 PROVIDE SUPPORT FOR 6LB IN 61RDER TRU55 51MP50N 6LT5/16 SS,x12 6LB 24F-V4 BOTTOM FLUSH BEAM (OU 1699N LL 1114* DL of LLry LL �pZ K cl U p p p cl SybxlOV1 6LB 24F-V4 54xl2 67B O O O 0 24F-V6 GANT'L LL n LL N LL ry N ry ® ONE END W J W J JU Nx F �U �U �pU In LL7 Y o J % �(f A u 6x12 DF62 ,F7DROPPEDDROPPED ---- bxl2 DF42_- DROPPED J LL QW _K Slbxl2 6LB 24F-V4 BOTT. FLUSH — 611 FLOOR FLOOR TRU55 LL 516x1312 6LB ddd 24F-V4 0 BOTT. FLUSH / IL f / � a / / r / l O HIP JACK(6) HIP JACK (6J / b5TK LL 8 O DL * DL / 61RDER FLOOR TRU55 _ __—_ _ _ _ _ _ — — — 511, FL HIP MASTER 'A' _ I 6LB 24F-V4 - ---------------- - -�----------- 20'-0" 20'-0LONG \ / 51' DEEP (51RDER / FLOOR TRUSS 6x8 Z Frn 10.-0' LONG, TOP O 12'-I' A.M.F. EEA�vl SCALE: 1/8" = I'-0" UFFER FLOOR FRAMING 0 0 N OD H cc) 00 O\ 1. V) C;\ 00 W Q CO Z300 LU 00 00 LU co J Z >>wv Q H w .. aLL.X C\i u- .-� 3 O Ln UW Lu Z U °C �a Z DESIGNED BY: DATE: TROY 4/20I 5 DRAWN BY: DATE: -IRA 6/4/I5 PROJECT MANAGER: SARAH WE I &H-7 REVISED BY: DATE: DIH 8/30/I6 ANW WOODINVILLE OFFICE JOB NUMBER: FOOTI NOS: F—F-11 30x54x10 FOOTING #4 (9 7" O.G. (4) MIN. LONG #4 (g 5.q" O.G. (,:i) MIN. SHORT F2 5&xa6x12 FOOTING #4 (D 4.2" O.G. (a) MIN. LONG #4 ® 5.1" O.G. (IS) MIN. SHORT FF-37 36x36x12 FOOTING (4) #4 EACH WAY F4 36x36x10 FOOTING #4 ® a" O.G. (4) MIN. FF-5-1 30x30x10 FOOTING #4 (D -l" O.G. (4) MIN. Ff—=&—j 42x42x12 FOOTING #4 ® -7" O.G. (6) MIN. F—F--ll 30x30x10 FOOTING #4 Cp -7" O.G. (4) MIN. E3 E A � <E� SCALE: I/8" = I'-O" FND/FOOTINGS 0 0 � N 00 H r� 00 00 ON I ) O\ 4 00 W ¢ 00 L0 Z30� w 00 00 �w00� �� Z r, �n > > L v " a v a X C\i c) rn a9 V UW Lu Z � U °C cv-a QZ DESIGNED BY: DATE: TROY 4/2015 DRAWN BY: DATE: -IRA 6/4/I5 PROJECT MANAGER: SARAH WF 16HT REVISED BY: DATE: DIH 8/30/16 ANW WOODINVILLE OFFICE JOB NUMBER}