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REVIEWED-RESUB 1-Structural_Analysis_or_CalculationsGRAVITY CALCULATION Page DATE: 5/24/2021 COMPANY: td raft i n g RESU B VITRUVIUS BUILD: StruCalc DESIGNED BY: '; , CUSTOMER: 7423 179TH ST SW, REVIEWED BY: Aug 06 2CITY OF o0D21 PROD. ADDRESS: EDMONDS WA 98026 192176TH AVE SE LAKE STEVENS DEVELOPMENTDEPARTMENT VICES f 2062407006 draftnw@gmail.cam PROJECT SUMMARY Project Name: New Project Governing Codes: Building Code: 2018 International Building Code ASCE: ASCE 7-10 Steel: AISC 360-10 Concrete: ACI 318-14 Masonry: TMS 402/602-13 Module Location: R01 REVISED Module Location: R02 REVISED Module Location: U01 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: (1) 5.5 in. X 12 in. X 13 ft Section Adequacy: 52.14% Controlling Factor: Deflection Module Location: UO2 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: (1) 5.5 in. X 12 in. X 15 ft Section Adequacy: 21.13% Controlling Factor: Deflection Module Location: UO3 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Structural Composite Lumber Weyerhaeuser 2.0E Parallam PSL Member Dimensions: (1) 3.5 in. X 9.25 in. X 8 ft Section Adequacy: 64.06% Controlling Factor: Deflection Module Location: U04 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (1) 3.5 in. X 9.25 in. X 4.5 ft Section Adequacy: 93.78% Controlling Factor: Shear Stress Y Module Location: U05 Module Level: StruCalc Members OWNER TEKLU TSIGEREDA 7423 179TH ST SW, EDMONDS, WA 98026 SITE ADDRESS 7423 179TH ST SW, EDMONDS, WA 98026 PARCEL ID # 00473700001500 PROJECT: New Project 2018 International Building Code Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (1) 3.5 in. X 9.25 in. X 19 ft Section Adequacy: 41.19% Controlling Factor: Deflection Module Location: U07 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Structural Composite Lumber Weyerhaeuser 2.0E Parallam PSL Member Dimensions: (1) 3.5 in. X 9.25 in. X 13 ft Section Adequacy: 56.52% Controlling Factor: Deflection Module Location: U06 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Structural Composite Lumber Weyerhaeuser 2.0E Parallam PSL Member Dimensions: (1) 3.5 in. X 9.25 in. X 5 ft Section Adequacy: 81.02% Controlling Factor: Shear Stress Y Module Location: U08 REVISED Module Location: M01 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: (1) 5.5 in. X 12 in. X 15 ft Section Adequacy: 40.34% Controlling Factor: Deflection Module Location: M02 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Structural Composite Lumber Weyerhaeuser 2.0E Parallam PSL Member Dimensions: (1) 3.5 in. X 9.25 in. X 10 ft Section Adequacy: 29.82% Controlling Factor: Deflection Module Location: M03 REVISED Module Location: M04 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (1) 3.5 in. X 9.25 in. X 5 ft Section Adequacy: 68.53% Controlling Factor: Bending Stress Y Module Location: M05 Module Level: StruCalc Members Module Type: Floor Beam Page 2 PROJECT: New Project 2018 International Building Code Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (1) 5.5 in. X 11.5 in. X 9 ft Section Adequacy: 68.57% Controlling Factor: Bending Stress Y Module Location: FJ01 Module Level: StruCalc Members Module Type: Floor Joist Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (2) 1.5 in. X 9.25 in. X 15 ft @ 16 in. Spacing Section Adequacy: 47.47% Controlling Factor: Deflection Module Location: F01 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: 15.92% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (4), No. Bars Long: (4) Page 3 PROJECT: New Project 2018 International Building Code Page 1 DATE: 1 8/3/2021 COMPANY: VITRUVIUS BUILD: StruCalc DESIGNED BY:CUSTOMER: 7423 179TH ST SW, REVIEWED BY: Odrafting PROD. ADDRESS: PROJECT NAME: EDMONDS, WA 98026 LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: R01 CODE: 2018 International Building Code MEMBER TYPE: ROOF BEAM NDS: 2015 NDS MATERIAL: Solid Sawn Douglas Fir -Larch T No. 2 (1) 5.5 X 9.5 WET iul DIF Start (ft): 0 End (ft): 8 Member Slope: 0/12 Actual Length (ft): 8 Roof Pitch: 6/12 Area Ix ly BSW Lams G Kcr (in2) (in°) (in°) (Ibf/ft) Creep Factor 52.25 392.96 131.71 12.41 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 875 425 170 546 419 1300 470 CM 1 1 1 0.91 0.67 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1 1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1.05 Cr = 1 0. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 8 0 8 0 1.00 1.00 1.00 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (69.9%) 58.8 195.5 0 D+S 1.15 Bending Stress Y (psi) PASS (40.9%) 594.6 1006.3 4 D+S 1.15 Deflection (in) PASS (78.9%) 0.056 (=L/1702) 0.267 (=L/360) 4 S Bearing Stress (psi) PASS (74.6%) 106.5 418.8 0 D+S 1.15 ERWIN • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 800 0 0 1250 0 0 0 0 0 0 0 B 800 0 0 1250 0 0 0 0 0 0 0 Reaction Location A B •19 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 312.5 312.5 0 8 Snow Y Uniform (Ibf/ft) 187.5 187.5 0 8 Dead Y Self Weight (Ibf/ft) 12.41 12.41 0 8 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 1 DATE: 1 8/3/2021 COMPANY: d r a f t i n g VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW REVIEWED BY: PROD. ADDRESS: PROJECT NAME: EDMONDS, WA 98026 LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: R02 CODE: 2018 International Building Code MEMBER TYPE: ROOF BEAM NDS: 2015 NDS MATERIAL: Solid Sawn Douglas Fir -Larch T No. 2 (1) 3.5 X 9.5 WET iUZ DIAGRP Start (ft): 0 End (ft): 8 Member Slope: 0/12 Actual Length (ft): 8 Roof Pitch: 6/12 Area Ix ly BSW Lams G Kcr (in2) (in°) (in°) (Ibf/ft) Creep Factor 33.25 250.07 33.94 7.9 1 0.5 1 SKETUMPIENSTM, 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 1080 632 175 1080 419 1440 522 CM 1 1 0.97 0.8 0.67 0.9 0.9 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 C F 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 0 8 0 1.00 0.99 1.00 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (81.3%) 37.5 200.8 0 D+S 1.15 Bending Stress Y (psi) PASS (69.5%) 379.1 1242.0 4 D+S 1.15 Deflection (in) PASS (88.0%) 0.032 (=L/3000) 0.267 (=L/360) 4 S Bearing Stress (psi) PASS (83.8%) 67.9 418.8 0 D+S 1.15 WNW Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 332 0 0 500 0 0 0 0 0 0 0 B 332 0 0 500 0 0 0 0 0 0 0 Reaction Location A B 91 UM Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 125 125 Uniform (Ibf/ft) 75 75 Self Weight (Ibf/ft) 7.9 7.9 0 0 0 8 8 8 Snow Y Dead Y Dead Y PROJECT: New Project 2018 International Building Code ASD Page 6 DATE: 5/24/2021 COMPANY:4dr11 g VITRUVIUS BUILD: StruCalc DESIGNED BY:CUSTOMER: 7423 179TH ST SW, REVIEWED BY:PRoJ. ADDREss: EDMONDS WA 98026 f� morom LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: U01 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Glulams (Stress Class Rated 24F-1.8E I 24F-V4 DF/DF 1(1) 5.5 X 12 DRY 1 I - . A Start (ft): 0 End (ft): 13 Member Slope: 0/12 Actual Length (ft): 13 Area Ix ly BSW Lams G Kcr (in2) (in4) (in4) (Ibf/ft) Creep Factor 66 792 166.38 15.05 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 13 0 13 0 1.00 0.99 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) Shear Stress Y (psi) PASS (74.4%) 68.0 265.0 0 Bending Stress Y (psi) PASS (63.2%) 883.5 2400.0 6.5 Deflection (in) PASS (52.1%) 0.207 (=L/752) 0.433 (=L/360) 6.5 Bearing Stress (psi) PASS (76.1%) 155.3 650.0 0 • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - A 1040 1950 0 0 0 0 0 0 B 1040 1950 0 0 0 0 0 0 Reaction Location A — 111197-192 Mar Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Uniform (Ibf/ft') 300 300 0 13 Uniform (Ibf/ft2) 75 75 0 13 Uniform (Ibf/ft) 70 70 0 13 Self Weight (Ibf/ft) 15.05 15.05 0 13 1.00 LOAD COMBO DURATION FACTOR CD D+L 1 D+L 1 D+L D+L 1 ICE RAIN EARTH 0 0 0 0 0 0 B Load Type Direction Live Y Dead Y Dead Y Dead Y PROJECT: New Project 2018 International Building Code ASD Page 7 DATE: 5/24/2021 COMPANY: d r a f t i n g VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY: 11U6Q -CA PRoJ. ADDRESS: EDMONDS WA 98026 1921767H AVE SE LAKE STEVENS f 2062407006 drnfmw@9moi1.<om LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: UO2 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Glulams (Stress Class Rated 24F-1.8E I 24F-V4 DF/DF 1(1) 5.5 X 12 DRY 1 9 1 . A M Start (ft): 0 End (ft): 15 Member Slope: 0/12 Actual Length (ft): 15 Area Ix ly BSW Lams G Kcr (in2) (in4) (in4) (Ibf/ft) Creep Factor 66 792 166.38 15.05 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 0. . Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 15 0 15 0 1.00 0.99 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) Shear Stress Y (psi) PASS (68.3%) 84.1 265.0 15 Bending Stress Y (psi) PASS (47.4%) 1261.9 2400.0 7.5 Deflection (in) PASS (21.1%) 0.394 (=L/456) 0.500 (=L/360) 7.5 Bearing Stress (psi) PASS (70.4%) 192.3 650.0 0 Ibf-ft MOORIIIIIIIIIIF Units for V: Ibf Units for M: Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - A 1251 2451 0 0 0 0 0 0 B 1251 2451 0 0 0 0 0 0 Reaction Location A • 19 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) 1.00 LOAD COMBO DURATION FACTOR CD D+L 1 D+L 1 D+L D+L 1 ICE RAIN EARTH 0 0 0 0 0 0 Load Type Direction I B Uniform (Ibf/ft2) 326.8 326.8 0 15 Live Y Uniform (Ibf/ft2) 81.7 81.7 0 15 Dead Y Uniform (Ibf/ft) 70 70 0 15 Dead Y Self Weight (Ibf/ft) 15.05 15.05 0 15 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 8 DATE: 5/24/2021 COMPANY: td raft I n g VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY: PRa. ADDRESS: EDMONDS WA 98026 192176TH AVE SE LAKE STEVENS 1 2062407006 draftnw@pmoil.com LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: UO3 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Weyerhaeuser 2.0E Parallam PSL (1) 3.5 X 9.25 DRY 1 9 1 . A Start (ft): 0 End (ft): 8 Member Slope: 0/12 Actual Length (ft): 8 Area Ix ly (in2) (in4)(in4) 32.38 230.84 33.05 ••• Fb (psi) Ft (psi) Fv (psi) BSW (Ibf/ft) 10.12 Lams Cfn Kcr Creep Factor 1 9 1 Fc (psi) Fc1(psi) E (psi) x103 Emin (psi) x103 Base Values 2900 2300 290 2900 625 2000 1016.535 Adjusted Values 2900 2300 290 2900 625 2000 1017 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV = 1.03 Cr = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values �. . Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 8 0 8 0 1.00 0.98 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) Shear Stress Y (psi) PASS (69.3%) 89.0 290.0 0 Bending Stress (psi) PASS (69.1%) 923.5 2985.1 4 Deflection (in) PASS (64.1%) 0.096 (=L/1002) 0.267 (=L/360) 4 Bearing Stress (psi) PASS (74.9%) 156.8 625.0 0 "60F.31111111IF Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - 1.00 LOAD COMBO DURATION FACTOR CD D+L 1 D+L 1 D+L D+L 1 ICE RAIN EARTH A 640 1280 0 0 0 0 0 0 0 0 0 B 640 1280 0 0 0 0 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft2) 320 320 0 8 Live Y Uniform (Ibf/ft2) 80 80 0 8 Dead Y Uniform (Ibf/ft) 70 70 0 8 Dead Y Self Weight (Ibf/ft) 10.12 10.12 0 8 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 9 DATE: 5/24/2021 COMPANY: d t I Cl j VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY: it it AA6df,,oft,�w@ PRoJ. ADDRESS: EDMONDS WA 98026 f 206240700VENSgmolLcom LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: U04 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir -Larch No. 2 1 (1) 3.5 X 9.25 DRY 1 0 I MET L 7JJ7 Start (ft): 0 End (ft): 4.5 Member Slope: 0/12 Actual Length (ft): 4.5 Area Ix ly BSW Lams G Kcr (in2) (in°) (in°) (Ibf/ft) Creep Factor 32.38 230.84 33.05 7.38 1 0.5 1 .STM1311111111111, 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 CF 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 4.5 1.33 4.5 0 1.00 0.99 1.00 1.00 • / • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (93.8%) 11.2 180.0 4.5 D+L 1 Bending Stress Y (psi) PASS (93.9%) 65.4 1078.3 2.25 D+L 1 Deflection (in) PASS (98.2%) 0.003 (=L/20000) 0.150 (=L/360) 2.25 D+L Bearing Stress (psi) PASS (96.8%) 19.7 625.0 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 62 180 0 0 0 0 0 0 0 0 0 B 62 180 0 0 0 0 0 0 0 0 0 Reaction Location A B 9 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft') 80 80 Uniform (Ibf/ft2) 20 20 Self Weight (Ibf/ft) 7.38 7.38 PROJECT: New Project 0 0 0 2018 International Building Code 4.5 Live Y 4.5 Dead Y 4.5 Dead Y ASD Page 10 DATE: 5/24/2021 COMPANY:419 d r a f t i n g VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY: PRa. ADDRESS: EDMONDS WA 98026 176TH AVE SE LAKE STEVENSf62407006 dra,knw@gmaii.com LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: U05 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir -Larch No. 2 1 (1) 3.5 X 9.25 DRY 1 9 1 . A -mil-> - -- — - — - — - 64=— Start (ft): 0 End (ft): 19 Member Slope: 0/12 Actual Length (ft): 19 Area Ix ly BSW Lams G Kcr (in2)(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 3.5 0 0 0 1.00 0.98 1.00 1.00 2 15.5 0 15.5 0 1.00 1.00 1.00 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (83.3%) 30.0 180.0 3.61 D+L 1 Bending Stress Y (psi) PASS (57.8%) 456.1 1080.0 11.78 D+L 1 Deflection (in) PASS (41.2%) 0.103 (=L/816) 0.175 (=L/480) 0 L Bearing Stress (psi) PASS (86.4%) 94.4 692.0 3.5 D+L 1 "6014W 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 316 840 0 0 0 0 0 0 0 0 0 C 138 391 0 0 0 0 0 0 0 0 0 Reaction Location A B C PROJECT: New Project 2018 International Building Code ASD Page 11 e� Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 53.2 53.2 0 3.5 Live y Uniform (Ibf/ft) 13.3 13.3 0 3.5 Dead Y Uniform (Ibf/ft) 53.2 53.2 3.5 19 Live y Uniform (Ibf/ft) 13.3 13.3 3.5 19 Dead Y Self Weight (Ibf/ft) 7.38 7.38 0 19 Dead y •ITI Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 61.61349 0 Dead y Point (Ibf) 180 0 Live Y PROJECT: New Project 2018 International Building Code ASD Page 13 DATE: 5/24/2021 COMPANY: C) l' a f t l 11 g VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY: PRO.I. ADDRESS: EDMONDS WA 98026 192176TH AVE SE LAKE STEVENS f 20Fi2407006 drnhnw@pmoil.com LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: U06 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Weyerhaeuser 2.0E Parallam PSL (1) 3.5 X 9.25 DRY Start (ft): 0 End (ft): 5 Member Slope: 0/12 Actual Length (ft): 5 Area Ix ly (in2) (in4) (in4) 32.38 230.84 33.05 ••• Fb (psi) Ft (psi) Fv (psi) BSW (Ibf/ft) 10.12 Lams Cfn Kcr Creep Factor 1 9 1 Fc (psi) Fc1(psi) E (psi) x103 Emin (psi) x103 Base Values 2900 2300 290 2900 625 2000 1016.535 Adjusted Values 2900 2300 290 2900 625 2000 1017 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV = 1.03 Cr = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values �. . Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 5 0 5 0 1.00 0.99 1.00 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (81.0%) 55.0 290.0 0 D+L 1 Bending Stress Y (psi) PASS (88.0%) 357.0 2985.1 2.5 D+L 1 Deflection (in) PASS (90.9%) 0.011 (=L/5310) 0.125 (=L/480) 2.5 L Bearing Stress (psi) PASS (84.5%) 97.0 625.0 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 258 930 0 0 0 0 0 0 0 0 0 B 258 930 0 0 0 0 0 0 0 0 0 Reaction Location A B •�9 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft') 372 372 Uniform (Ibf/ft2) 93 93 Self Weight (Ibf/ft) 10.12 10.12 0 5 Live Y 0 5 Dead Y 0 5 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 12 DATE: 5/24/2021 COMPANY: d r a f t i n g VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY: 01121H76T PRa. ADDRESS: EDMONDS WA 98026 AVE SE LAKE STEVENSf62407006 draknw@gmorl.com LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: U07 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Weyerhaeuser 2.0E Parallam PSL (1) 3.5 X 9.25 DRY Start (ft): 0 End (ft): 13 Member Slope: 0/12 Actual Length (ft): 13 Area Ix ly BSW Lams Cfn Kcr (in2) (in4) (in4) (Ibf/ft) Creep Factor 32.38 230.84 33.05 10.12 1 9 1 ••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc-L(psi) E (psi) x103 Emin (psi) x103 Base Values 2900 2300 290 2900 625 2000 1016.535 Adjusted Values 2900 2300 290 2900 625 2000 1017 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV = 1.03 Cr = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values �. . Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 13 1.33 13 0 1.00 0.96 1.00 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (85.4%) 42.4 290.0 13 D+L 1 Bending Stress Y (psi) PASS (77.1%) 683.2 2977.8 7.02 D+L 1 Deflection (in) PASS (56.5%) 0.188 (=L/828) 0.433 (=L/360) 6.63 D+L Bearing Stress (psi) PASS (88.0%) 74.7 625.0 13 D+L 1 "60F.31111111F Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 581 223 0 0 0 0 0 0 0 0 0 B 609 306 0 0 0 0 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft') 26.8 26.8 0 13 Live Y Uniform (Ibf/ft2) 6.7 6.7 0 13 Dead Y Uniform (Ibf/ft) 70 70 0 13 Dead Y Self Weight (Ibf/ft) 10.12 10.12 0 13 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 1 DATE: 8/3/2021 COMPANY:k20.624OO7O.O6 drafting VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW REVIEWED BY: PROD. ADDRESS: PROJECT NAME: EDMONDS, WA 98026 w@q.0rom LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: U08 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2015 NDS MATERIAL: Solid Sawn Douglas Fir -South No. 2 (1) 5.5 X 11.5 WET 1 : 4 • 4 Start (ft): 0 End (ft): 10 Member Slope: 0/12 Actual Length (ft): 10 Area Ix ly BSW Lams G Kcr (in2) (in') (in') (Ibf/ft) Creep Factor 63.25 697.07 159.44 13.91 1 0.46 1 Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc1.(psi) E (psi) x10' Emin (psi) x10' Base Values 825 425 165 550 520 1000 370 ldjusted Values 825 425 165 500 348 1000 370 CM 1 1 1 0.91 0.67 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1 1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1.05 Cr = 1 PUTTITF-1w Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 10 0 10 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 (80.3%) 32.5 165.0 0 D+L 1 Bending Stress Y (psi) PASS (58.9%) 338.9 825.0 5 D+L 1 Deflection (in) PASS (69.0%) 0.078 (=L/1548) 0.250 (=L/480) 5 L Bearing Stress (psi) PASS (79.€%) 71.1 348.4 0 D+L 1 ' 4 r6TkTW Units for V: Ibf Units for M: Ibf-ft Y axis DEAD ----A----- LIVE LIVE ROOF SNOW WIND + -- ---------------0---------------0------------- WIND - SEISMIC + SEISMIC - ICE RAIN EARTH 170-------1200--------- 0 o--------------- p ..--------------0 - - --- ------ - 0------ -------0 --------------o------- B 170 1200 0 0 0 0 0 0 0 0 0 Reaction Location A B •��low Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 240 240 0 10 Live Y Uniform (Ibf/ft) 20 20 0 10 Dead Y Self Weight (Ibf/ft) 13.91 13.91 0 10 Dead Y PROJECT: 2018 International Building Code ASD Page 15 DATE: 5/24/2021 COMPANY: draft I rl 9 VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY: PROJ.ADDREss: EDMONDS WA98026 192176THAVESELAKESTEV f 2062407006 d,.ft—Pq—d.-m LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: M01 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Glulams (Stress Class Rated 24F-1.8E I 24F-V4 DF/DF 1(1) 5.5 X 12 DRY Ek 1 Start (ft): 0 End (ft): 15 Member Slope: 0/12 Actual Length (ft): 15 Area Ix ly BSW Lams G Kcr (in2) (in4) (in4) (Ibf/ft) Creep Factor 66 792 166.38 15.05 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 0. . Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 15 1.33 15 0 1.00 0.99 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) Shear Stress Y (psi) PASS (76.5%) 62.2 265.0 15 Bending Stress Y (psi) PASS (61.1%) 933.4 2397.0 7.5 Deflection (in) PASS (40.3%) 0.224 (=L/805) 0.375 (=L/480) 7.5 Bearing Stress (psi) PASS (78.1%) 142.2 650.0 0 "60F.111111111IF Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - A 638 2100 0 0 0 0 0 0 B 638 2100 0 0 0 0 0 0 Reaction Location A •�9 Type Left Magnitude Uniform (Ibf/ft') 280 Uniform (Ibf/ft2) 70 Self Weight (Ibf/ft) 15.05 1.00 LOAD COMBO DURATION FACTOR CD D+L 1 D+L 1 L D+L 1 ICE RAIN EARTH 0 0 0 0 0 0 Right Magnitude Load Start (ft) Load End (ft) Load Type Direction 280 0 15 Live Y 70 0 15 Dead Y 15.05 0 15 Dead Y I B PROJECT: New Project 2018 International Building Code ASD Page 16 DATE: 5/24/2021 COMPANY:*�5121 ' a f t l 11 g VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY: PRa. ADDRESS: EDMONDS WA 98026 H AVE SELAKE STEVENSf006 daft C�q—d—m LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: M02 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Weyerhaeuser 2.0E Parallam PSL (1) 3.5 X 9.25 DRY ELVA 1 o Start (ft): 0 End (ft): 10 Member Slope: 0/12 Actual Length (ft): 10 Area Ix ly (in2) (in4) (in4) 32.38 230.84 33.05 ••• Fb (psi) Ft (psi) Fv (psi) BSW Lams Cfn Kcr (Ibf/ft) Creep Factor 10.12 1 9 1 Fc (psi) Fc-L(psi) E (psi) x103 Emin (psi) x103 Base Values 2900 2300 290 2900 625 2000 1016.535 Adjusted Values 2900 2300 290 2900 625 2000 1017 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV = 1.03 Cr = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values �. . Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 10 1.33 10 0 1.00 0.98 1.00 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (63.2%) 106.6 290.0 0 D+L 1 Bending Stress Y (psi) PASS (53.6%) 1382.8 2977.8 5 D+L 1 Deflection (in) PASS (29.8%) 0.175 (=L/684) 0.250 (=L/480) 5 L Bearing Stress (psi) PASS (70.0%) 187.8 625.0 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 501 1800 0 0 0 0 0 0 0 0 0 B 501 1800 0 0 0 0 0 0 0 0 0 Reaction Location A Type Left Magnitude Right Magnitude Load Start (ft) Uniform (Ibf/ft2) 360 360 Uniform (Ibf/ft2) 90 90 Self Weight (Ibf/ft) 10.12 10.12 Load End (ft) Load Type B Direction 0 10 Live Y 0 10 Dead Y 0 10 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 1 DATE: 8/3/2021 COMPANY: t i n g VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: REVIEWED BY: Adira 7423 1T9TH ST SW PROD. ADDRESS: , PROJECT NAME: EDMONDS, WA 98026 "` IT 0- LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: M03 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2015 NDS MATERIAL: Structural Composite Lumber Weyerhaeuser 2.0E Parallam PSL (1) 3.5 X 9.25 WET ELVA 1 9 I Start (ft): 0 End (ft): 8 Member Slope: 0112 Actual Length (ft): 8 Area Ix ly BSW Lams Cfn Kcr (in2) (in') (in') (Ibf/ft) Creep Factor 32.38 230.84 33.05 10.12 1 9 1 Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc-L(psi) E (psi) x10' Emin (psi) x10' Base Values 2900 2300 290 2900 625 2000 1016.535 Adjusted Values 2900 2300 290 2900 625 2000 1017 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV = 1.03 Cr = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 8 1.33 8 0 1.00 0.98 1.00 • • Mw PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) Shear Stress Y (psi) PASS (75.4%) 71.4 290.0 0 Bending Stress Y (psi) PASS (75.1%) 740.7 2977.8 4 Deflection (in) PASS (70.1%) 0.060 (=L/1603) 0.200 (=L/480) 4 Bearing Stress (psi) PASS (79.9%) 125.8 625.0 0 Ibf-ft 11�R Units for V: Ibf Units for M: Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - A 340 1200 0 0 0 0 0 0 B 340 1200 0 0 0 0 0 0 Reaction Location A •, 192 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Uniform (Ibf/ft) 300 300 Uniform (Ibf/ft) 75 75 Self Weight (Ibf/ft) 10.12 10.12 1.00 LOAD COMBO DURATION FACTOR CD D+L 1 D+L 1 L D+L 1 ICE RAIN EARTH 0 0 0 0 0 0 B Load Type Direction 0 8 Live Y 0 8 Dead Y 0 8 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 18 DATE: 5/24/2021 COMPANY: d r a f t i n g VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TW ST SW REVIEWED BY: PROJ. ADDRESS: EDMONDS, WA 98026 iea7srHAVE se iaxrsreverrs 2062407006 draftnw@gmorLcom LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: M04 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir -Larch T No. 2 (1) 3.5 X 9.25 DRY 0 TA rev, 197-IT 1� Start (ft): 0 End (ft): 5 Member Slope: 0/12 Actual Length (ft): 5 Area Ix ly (in2) (in4) (in4) 32.38 230.84 33.05 ••• Fb (psi) Ft (psi) BSW Lams G Kcr (Ibf/ft) Creep Factor 7.38 1 0.5 1 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 0 5 0 1.00 0.99 1.00 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (70.9%) 52.4 180.0 0 D+L 1 Bending Stress Y (psi) PASS (68.5%) 339.9 1080.0 2.5 D+L 1 Deflection (in) PASS (89.7%) 0.017 (=L/3489) 0.167 (=L/360) 2.5 D+L Bearing Stress (psi) PASS (85.2%) 92.3 625.0 0 D+L 1 KNEW • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 381 750 0 0 0 0 0 0 0 0 0 B 381 750 0 0 0 0 0 0 0 0 0 Reaction Location A B 91 UM Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft') 300 300 0 5 Live Y Uniform (Ibf/ft2) 75 75 0 5 Dead Y Uniform (Ibf/ft) 70 70 0 5 Dead Y Self Weight (Ibf/ft) 7.38 7.38 0 5 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 19 DATE: 5/24/2021 COMPANY: t in g VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY:PROJ.ADDREss:EDMONDS 4ra WA98026 19ELAKESTEVENS f20a,FtnwPgmmicom LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: M05 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir -Larch No. 2 1(1) 5.5 X 11.5 DRY 1 - 7'77 2 Start (ft): 0 End (ft): 9 Member Slope: 0/12 Actual Length (ft): 9 Area Ix ly (in2) (in') (in') 63.25 697.07 159.44 ••• Fb (psi) Ft (psi) Fv (psi) BSW Lams G Kcr (Ibf/ft) Creep Factor 14.43 1 0.5 1 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 CF 1 1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1.05 Cr = 1 Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 9 0 9 0 1.00 0.99 1.00 1.00 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (82.8%) 29.3 170.0 9 D+L 1 Bending Stress Y (psi) PASS (68.6%) 275.0 875.0 4.5 D+L 1 Deflection (in) PASS (82.6%) 0.039 (=L/2762) 0.225 (=L/480) 4.5 L Bearing Stress (psi) PASS (89.7%) 64.2 625.0 0 D+L 1 KNEW • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 155 1080 0 0 0 0 0 0 0 0 0 B 155 1080 0 0 0 0 0 0 0 0 0 Reaction Location A B 91 UM Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft') 240 240 0 9 Live Y Uniform (Ibf/ft2) 20 20 0 9 Dead Y Self Weight (Ibf/ft) 14.43 14.43 0 9 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 20 DATE: 5/24/2021 COMPANY:*206, l' a f t 111 CJ VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY: PROJ. ADDRESS: EDMONDS WA 98026 f7006 draffnw gMOn.CGlll LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: FJ01 CODE: 2018 International Building Code MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir -Larch No. 2 1 (2) 1.5 X 9.25 16(in) O.C. 1 b � DRY - 7'77 2 Start (ft): 0 End (ft): 15 Member Slope: 0/12 Actual Length (ft): 15 O.C. Spacing(in): 16 Area Ix ly BSW Lams G Kcr (in2)(in4) (in4) (Ibf/ft) Creep Factor 27.75 197.86 5.2 6.33 2 0.5 1 .re. 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 1138 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 CF 1.1 1.1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1.15 Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 15 0 15 0 1.00 0.49 1.00 1.00 • • • PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (83.6%) 29.6 180.0 15 D+L 1 Bending Stress Y (psi) PASS (49.4%) 575.9 1138.5 7.5 D+L 1 Deflection (in) PASS (47.5%) 0.263 (=L/685) 0.500 (=L/360) 7.5 D+L Bearing Stress (psi) PASS (83.3%) 104.3 625.0 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 147 400 0 0 0 0 0 0 0 0 0 B 147 400 0 0 0 0 0 0 0 0 0 Reaction Location A B 9 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft') 40 40 0 15 Live Y Uniform (Ibf/ft2) 10 10 0 15 Dead Y Self Weight (Ibf/ft) 6.33 6.33 0 15 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 21 DATE: 5/24/2021 COMPANY: ti ng VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: 7423 179TH ST SW, REVIEWED BY:PRa. 4raf ADDREss:EDMONDS WA 98026�9E [ARESTEVEN�f20aknw@gmarl.com LEVEL: StruCalc Members LOADING: MEMBER NAME: F01 CODE: 2018 International Building Code MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-14 MATERIAL: Concrete 3 (ft) X 3 (ft) X 10 (in) Soil Depth TOR 0 (ft) (4) #4 Long, (4) #4 Short 1 rol OCT. r( z 1261 PSF 1261 PSF xY Ly 1' 6" 4" i-� t 9-4Ljf i�4 3 F--A ik 3' - 3' 1261 PSF 1261 PSF KKA RIM V. •�• FOOTING fc' (psi) Ec (psi) Density (Ibf/ft') Width (ft) Length (ft) Depth (in) Volume (ft) 2500 2880952 145 3 3 10 7.5 CALCULATION VARIABLES Bo (in) (D-X 0-Y 42 0 0 COLUMN Width (in) Length (in) Material Offset (in) 4 4 Wood 0 SOIL Bearing Strength (Ibf/ft') Density (Ibf/ft') 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 (15.9%) 1261.2 1500.0 D+L Two -Way Shear (Punching) (Ibf) PASS (59.1%) 16732.8 40950.0 1.2D+1.6L+0.5Lr One -Way Shear X (Ibf) PASS (74.6%) 4415.6 17550.0 1.2D+1.6L+0.5Lr Moment X (Ibf-ft) PASS (67.2%) 4957.9 15098.0 1.2D+1.6L+0.5Lr One -Way Shear Y (Ibf) PASS (74.8%) 4415.6 17550.0 1.2D+1.6L+0.5Lr Moment Y (Ibf-ft) PASS (67.2%) 4957.9 15098.0 1.2D+1.6L+0.5Lr Crushing (psi) PASS (24.3%) 1045.8 1381.3 1.2D+1.6L+0.5Lr PROJECT: New Project 2018 International Building Code Page 22 LOAD LIST Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction PROJECT: New Project 2018 International Building Code