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REVIEWED BLD-RESUB 1-Calculations+12.10.2021RESUB A�TTI I DESIGN & ENGINEERING, INC. PS November 27, 2021 STRUCTURAL DESIGN ANALYSIS For: Zerihun Brook 17632 69th Ave Edmonds, WA. 98026 SITE ADDRESS 17632 69th Ave W Edmonds, WA. 98026 11.27.2021 Dec 10 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT 1003 39'h AVE, SW, Suite 207 Puyallup, WA. 98373 Email: ma@attiliengineering.com, Website:www.attiliengineering.com A'mTTiLi DESIGN &ENGINEERING, INC.PS All information for construction is detailed on the prints. This engineering report summarizes the engineering calculations and assumptions made to develop the print information. Contractor must review engineering assumptions for validity. Engineer- ing assumptions are listed below. If these conditions are not present at the site these calculations are void and Attili Design & Engineering Inc. must be contacted immediately. Scope of Services: The purpose of our services is engineering analysis and design to resist lateral and gravity loads in accordance with the 2018 IBC. Our services ex- tend from the mudsill up to the roof. Foundations are engineered to support the structure on a flat surface with 1500 psf soil bearing. Special foundations for lots not level or with poor soil bearing are not provided unless noted otherwise. The enclosed documents are to be used in conjunction with the house plans refer- enced on the cover. It is essential that the contractor study the engineering require- ments and required changes to the architectural plan prior to start of work. Changes may include additional foundations or footings, beam size changes, siding changes etc. 1003 39'h AVE, SW, Suite 207 Puyallup, WA. 98373 Email: ma@attiliengineering.com, Website:www.attiliengineering.com A'mT I LI DESIGN & ENGINEERING, ING.PS CODE CRITERIA Building Codes Seismic Zone Period T (sec) Response Mod Factor Soil Profile Seismic Source Type Distance To Source Reliability Factor Rho Wind Zone SOILS CRITERIA Soils Consultant Soils Report # Bearing Pressure Req'd Bearing Depth '2018 IBC Code D 0.109645 5.5 D D 0 1 110 mph Exposure C None None 1500 psf uno 18" MATERIALS CRITERIA Concrete (28 day strength) Foundations and Slab Fc= 3000 psi Structural Slab Fc= 3000 psi Walls Fc= 3000 psi Reinforcing Steel ASTM A-615 Grade 60 PLYWOOD APA RATED Roof: 15/32 cdx or osb PI = 24/0 Floor: 3/4 T&G cdx or osb — PI = 48/24 LOADING CRITERIA FOR ROOF AND/OR CEILING ITEM MATERIAL LOAD PSF Roofing Asphalt Shingles 3.0 Tile Roofing Tile 20.0 Sheathing or Decking 15/32 CDX 1.5 Insulation R38 3.0 Ceiling 5/8 GWB 2.8 Fixtures — Mech. Electrical Point loads 2.6 Framing Truss 2.1 1003 39th AVE, SW, Suite 207 Puyallup, WA. 98373 Email: ma@attiliengineering.com, Website:www.attiliengineering.com A'mTTiLi DESIGN &ENGINEERING, INC.PS TOTAL DEAD LOAD= 15 PSF comp 20 PSF tile LIVE LOADS Snow — 25 PSF (Non reducible) Ceiling Only — 10 PSF Increase in Fb and Fv of 15% allowed for duration of load when noted. LOADING CRITERIA FOR FLOOR ITEM MATERIAL LOAD PSF Floor Covering Carpet and Pad 3.0 Floor Sheathing 3/4" T&G CDX 2.3 Ceiling '/2" GWB 2.2 Fixtures — Mech. Electrical Point loads 1.02 Framing, Joists Beams TJI or BCI 2.48 1.0 TOTAL DEAD LOAD FLOOR = 10 PSF Floor Live Loads Residential — 40 psf (reducible) Office — 50 psf (reducible) Assembly — 100 psf (non -reducible) Private Garage Corridors and Exits — 100 psf (reducible) 1003 39th AVE, SW, Suite 207 Puyallup, WA. 98373 Email: ma@attiliengineering.com, Website:www.attiliengineering.com Page 1 DATE: 11/19/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJ. ADDRESS: PROJECT SUMMARY - Project Name: New Project 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: R01 DECK Module Level: StruCalc Members Module Type: Roof Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (1) 5.5 in. X 9.5 in. X 14 ft Section Adequacy: 52.58% Controlling Factor: Bending Stress Y Module Location: R02 DECK Module Level: StruCalc Members Module Type: Roof Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (1) 5.5 in. X 9.5 in. X 16 ft Section Adequacy: 57.6% Controlling Factor: Bending Stress Y Module Location: B01 DECK 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 16 ft Section Adequacy: 68.32% Controlling Factor: Deflection Module Location: B02 DECK Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (1) 5.5 in. X 11.5 in. X 14 ft Section Adequacy: 54.07% Controlling Factor: Bearing Stress Module Location: B03 DECK Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (1) 5.5 in. X 9.5 in. X 8 ft Section Adequacy: 74.31% Controlling Factor: Shear Stress Y Module Location: F01 Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions: 3 ft. wide X 12 in. tall X 3 ft long Section Adequacy: 51.53% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (5), No. Bars Long: (5) COMPANY: Z\7 7 L DESIGNED BY: REVIEWED BY: DESIGN & ENGINEERING,LNC.P.S. 1002 39TH AVE. SW PUYALLUP, WA 98373 Office (253) 222-5592 ma@attiliengineering.com OVI NER ZERIHUN BROOK 1`7632 h97H AVE w, EDMONDS WA g5026-5600 PHONE: (206) 832-6g00 SITE AE�Z�RESS 1-1632 61TH AVE A, EDMONDS WA g8026-5600 PROJECT: New Project 2018 International Building Code PASS A Page 2 DATE: 11/19/2021 VITRUVIUS BUILD: StruCalc CUSTOMER: PROD. ADDRESS: -- LEVEL: StruCalc Members MEMBER NAME: R01 DECK MEMBER TYPE: ROOF BEAM MATERIAL: Solid Sawn Douglas Fir -Larch T No. 2 (1) 5.5 X 9.5 ZU1 DECK DIAGKP COMPANY: DESIGNED BY: REVIEWED BY: PROJECT NAME: A7T �J DESIGN & ENGINEERING,LNO.P.S. 1002 39TH AVE. SW PUYALLUP. WA 98373 Office (253) 222.5592 ma@attlliengineering. oDm LOADING: ASD CODE: 2018 International Building Code NDS: 2018 NDS DRY Start (ft): 0 End (ft): 14 Member Slope: 0112 Actual Length (ft):14 Roof Pitch: 4/12 Area Ix ly BSW Lams G Kcr (in Z) (in°) (in") (Ibf/ft) Creep Factor 52.25 392.96 131.71 11.92 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 Adjusted Values 875 425 170 CM 1 1 CT 1 1 Ci 1 1 CF 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 W DAIF 1 1 1 1 600 600 1 1 1 1 625 1300 470 625 1300 470 1 1 1 1 1 1 1 1 1 1 1 1 Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 9.5 2 9.5 0 1.00 1.00 1.00 1.00 2 4.5 2 4.5 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 (68.2%) 62.1 195.5 9.38 D+S 1.15 Bending Stress Y (psi) PASS (52.6%) 476.6 1005.1 9.52 D+S 1.15 Deflection (in) PASS (90.0%) 0.048 (=L/2400) 0.475 (=L/240) 4.34 S Bearing Stress (psi) PASS (71.2%) 199.0 692.0 9.5 D+S 1.15 • &W Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 596 0 0 916 0 0 0 0 0 0 0 B 1509 0 0 2321 0 0 0 0 0 0 0 C 57 0 0 88 0 0 0 0 0 0 0 Reaction Location A B C PROJECT: New Project 2018 International Building Code ASD Page 3 •� Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 237.5 237.5 0 9.5 Snow Y Uniform (Ibf/ft) 142.5 142.5 0 9.5 Dead Y Uniform (Ibf/ft) 237.5 237.5 9.5 14 Snow Y Uniform (Ibf/ft) 142.5 142.5 9.5 14 Dead Y Self Weight (Ibf/ft) 11.92 11.92 0 14 Dead Y PROJECT: New Project 2018 International Building Code ASD PASS A Page 4 DATE: 11/19/2021 COMPANY: VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: REVIEWED BY: PROD. ADDRESS: -- PROJECT NAME: LEVEL: StruCalc Members MEMBER NAME: R02 DECK MEMBER TYPE: ROOF BEAM MATERIAL: Solid Sawn Douglas Fir -Larch T No. 2 (1) 5.5 X 9.5 ,02 DECK DIA6KP A7T Ll DESIGN & ENGINEERING,LNG.P.S. 1002 39TH AVE. SW PUYALLUP. WA 98373 Offce (253) 222.5592 LOADING: ASD CODE: 2018 International Building Code NDS: 2018 NDS DRY Start (ft): 0 End (ft): 16 Member Slope: 0/12 Actual Length (ft): 16 Roof Pitch: 4/12 Area Ix ly BSW Lams G Kcr (in Z) (in°) (in") (Ibf/ft) Creep Factor 52.25 392.96 131.71 11.92 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 CF 1 1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 79. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 16 0 16 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 (89.2%) 21.1 195.5 0 D+S 1.15 Bending Stress Y (psi) PASS (57.6%) 426.6 1006.3 8 D+S 1.15 Deflection (in) PASS (82.0%) 0.144 (=L/1331) 0.800 (=L/240) 8 S Bearing Stress (psi) PASS (93.9%) 38.2 625.0 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 335 0 0 400 0 0 0 0 0 0 0 B 335 0 0 400 0 0 0 0 0 0 0 Reaction Location A B •1 DA REM Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 50 50 Uniform (Ibf/ft) 30 30 Self Weight (Ibf/ft) 11.92 11.92 0 16 Snow Y 0 16 Dead Y 0 16 Dead Y PROJECT: New Project 2018 International Building Code ASD PASS A Page 5 DATE: 11/19/2021 COMPANY: VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: REVIEWED BY: PROD. ADDRESS: -- PROJECT NAME: LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: B01 DECK CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1) 5.5 X 12 DRY Start (ft): 0 End (ft): 16 Member Slope: 0/12 Actual Length (ft): 16 Area Ix ly BSW Lams G Kcr (in Z) (i n') (in') (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 CkM DAIP Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 16 1.33 16 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 (83.2%) 44.6 265.0 0 D+L 1 Bending Stress Y (psi) PASS (70.3%) 712.9 2397.0 8 D+L 1 Deflection (in) PASS (68.3%) 0.254 (=L/757) 0.800 (=L/240) 8 D+L Bearing Stress (psi) PASS (81.2%) 122.4 650.0 0 D+0.75L+0.75S 1.15 E3774=9 Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 1336 960 0 400 0 0 0 0 0 0 0 B 1336 960 0 400 0 0 0 0 0 0 0 Reaction Location A B PROJECT: New Project 2018 International Building Code ASD Page 6 •� Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft') 120 120 0 16 Live Y Uniform (Ibf/ft2) 30 30 0 16 Dead Y Uniform (Ibf/ft) 80 80 0 16 Dead y Self Weight (Ibf/ft) 15.05 15.05 0 16 Dead Y •IOM Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 335.3333 0 Dead y Point (Ibf) 335.3333 16 Dead y Point (Ibf) 400 0 Snow y Point (Ibf) 400 16 Snow y PROJECT: New Project 2018 International Building Code ASD PASS A Page 7 DATE: VITRUVIUS BUILD: 11/19/2021 StruC StruCalc COMPANY: DESIGNED BY: CUSTOMER: REVIEWED BY: DESIGN & ENGINEERING,LNG.P.S. PROD. ADDRESS: -- PROJECT NAME: 100239THAVE- SWPUYALLUP.WA98373 Offte(253)222.5592 ma@attiliengineering.com LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: B02 DECK CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: i Solid Sawn Douglas Fir -Larch No. 2 (1) 5.5 X 11.5 DRY 3UZ DECK DIAGRP Start (ft): 0 End (ft): 14 Member Slope: 0112 Actual Length (ft): 14 Area Ix ly BSW Lams G Kcr (in Z) (in4) (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 Adjusted Values 875 425 CM 1 1 CT 1 1 Ci 1 1 CF 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 W DAIF 170 170 1 1 1 1 600 625 1300 470 600 625 1300 470 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 9.5 0 9.5 0 1.00 0.99 1.00 1.00 2 4.5 0 4.5 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 (76.0%) 40.8 170.0 9.38 D+L 1 Bending Stress Y (psi) PASS (69.1%) 270.1 874.1 9.52 D+L 1 Deflection (in) PASS (93.0%) 0.033 (=L/3434) 0.475 (=L/240) 4.2 D+L Bearing Stress (psi) PASS (54.1%) 317.8 692.0 9.5 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 1015 755 0 916 0 0 0 0 0 0 0 B 2533 2458 0 2321 0 0 0 0 0 0 0 C 11 488 0 0 0 0 0 0 0 0 0 Reaction Location A B C PROJECT: New Project 2018 International Building Code ASD Page 8 •� Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 120 120 0 9.5 Live Y Uniform (Ibf/ft) 94 94 0 9.5 Dead Y Trapezoidal (Ibf/ft) 80 80 0 9.5 Live Y Uniform (Ibf/ft) 320 320 9.5 14 Live Y Uniform (Ibf/ft) 80 80 9.5 14 Dead Y Trapezoidal (Ibf/ft) 80 80 9.5 14 Live Y Self Weight (Ibf/ft) 14.43 14.43 0 14 Dead Y • 1 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 595.8593 0 Dead Y Point (Ibf) 1509.068 9.5 Dead Y Point (Ibf) 916.4592 0 Snow Y Point (Ibf) 2321.016 9.5 Snow Y PROJECT: New Project 2018 International Building Code ASD PASS A Page 9 DATE: VITRUVIUS BUILD: 11/19/2021 StruCalc COMPANY: DESIGNED BY: A7T CUSTOMER: REVIEWED BY: DESIGN & ENGINEERING, LNC.P.S. PROD. ADDRESS: -- PROJECT NAME: 100239THAVE- SWPUYALLUP.WA98373 Offce (253) 222.5592 ma@attiliengineering.com LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: B03 DECK CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir -Larch T No. 2 (1) 5.5 X 9.5 DRY 3IJ3 DECK DIAGRP Start (ft): 0 End (ft): 8 Member Slope: 0/12 Actual Length (ft): 8 Area Ix ly BSW Lams G Kcr (in Z) (in°) (in") (Ibf/ft) Creep Factor 52.25 392.96 131.71 11.92 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 Adjusted Values 875 425 170 CM 1 1 CT 1 1 Ci 1 1 CF 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 W DAIF 1 1 1 1 600 600 1 1 1 1 625 1300 470 625 1300 470 1 1 1 1 1 1 1 1 1 1 1 1 Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 2.5 1.33 2.5 0 1.00 1.00 1.00 1.00 2 5.5 1.33 5.5 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 (74.3%) 43.7 170.0 2.56 D+L 1 Bending Stress Y (psi) PASS (76.2%) 208.3 874.5 2.48 D+L 1 Deflection (in) PASS (95.3%) 0.009 (=L/7585) 0.183 (=L/360) 5.6 L Bearing Stress (psi) PASS (79.6%) 141.1 692.0 2.5 D+L 1 • &W 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 273 2444 0 0 0 0 0 0 0 0 0 C 102 916 0 0 0 0 0 0 0 0 0 Reaction Location A B C PROJECT: New Project 2018 International Building Code ASD Page 10 •� Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 420 420 0 2.5 Live Y Uniform (Ibf/ft) 35 35 0 2.5 Dead Y Uniform (Ibf/ft) 420 420 2.5 8 Live Y Uniform (Ibf/ft) 35 35 2.5 8 Dead Y Self Weight (Ibf/ft) 11.92 11.92 0 8 Dead Y PROJECT: New Project 2018 International Building Code ASD PASS A Page 11 DATE: 2 COMPANY: =17 VITRUVIUS BUILD: StruC StruCalc DESIGNED BY: Af CUSTOMER: REVIEWED BY: DESIGN & ENGINEERING,LNC.P.S. PROD. ADDRESS: -- PROJECT NAME: 1002 39TH AVE. SW PUYALLUP. WA 98373 Office (253)222.5592 ma@athliengineering.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 12 (in) Soil Depth TOF: 0 (ft) (5) #4 Long, (5) #4 Short 1 9 1 ' 727 PSF 727 PSF I R y' L-IJ-4• .f } r Y 3. 7z7 PSF 7z7 PSF ..re. FOOTING fc' (psi) Ec (psi) Density (Ibf/ft3) Width (ft) Length (ft) Depth (in) Volume (ft') 2500 2880952 145 3 3 12 9 CALCULATION VARIABLES Bo (in) (D-X 0-Y 58 0 0 COLUMN Width (in) Length (in) Material Offset (in) 6 6 Wood 0 SOIL Bearing Strength (Ibf/ft') Density (Ibf/fti) 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 5 5 40000 2.9E+07 • PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft) PASS (51.5%) 727.0 1500.0 D+0.75L+0.75S Two -Way Shear (Punching) (Ibf) PASS (86.7%) 9866.2 73950.0 1.2D+1.6S+L One -Way Shear X (Ibf) PASS (92.2%) 1781.4 22950.0 1.2D+1.6S+L Moment X (Ibf-ft) PASS (89.6%) 2569.3 24715.7 1.2D+1.6S+L One -Way Shear Y (Ibf) PASS (92.2%) 1781.4 22950.0 1.2D+1.6S+L Moment Y (Ibf-ft) PASS (89.6%) 2569.3 24715.7 1.2D+1.6S+L Crushing (psi) PASS (80.2%) 274.1 1381.3 1.2D+1.6S+L PROJECT: New Project 2018 International Building Code Page 12 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction •I07 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 595.8593 0 Dead Z Point (Ibf) 916.4592 0 Snow Z Point (Ibf) 335.3333 0 Dead Z Point (Ibf) 400 0 Snow Z Point (Ibf) 1335.754 0 Dead Z Point (Ibf) 960 0 Live Z Point (Ibf) 400 0 Snow Z Point (Ibf) 1015.447 0 Dead Z Point (Ibf) 754.6306 0 Live Z Point (Ibf) 916.4592 0 Snow Z PROJECT: New Project 2018 International Building Code