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REVIEWED RESUB1 BLD2021-0996+Structural_Analysis_or_Calculations+1.21.2022_4.13.09_PM+2635193
Page 1 DATE: 1/12/2022 COMPANY: drafting VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: REVIEWED BY: PROD. ADDRESS: -- I 306340]006 drojlnw�Omatl.com 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: BM03 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (1) 3.5 in. X 5.5 in. X 3 ft Section Adequacy: 75.19% Controlling Factor: Bending Stress Y Module Location: BM04 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir -Larch No. 2 Member Dimensions: (1) 3.5 in. X 7.25 in. X 3 ft Section Adequacy: 81.24% Controlling Factor: Shear Stress Y Module Location: BM01 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: (1) 3.5 in. X 6 in. X 5.5 ft Section Adequacy: 47.58% Controlling Factor: Bending Stress Y Module Location: BM02 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: (1) 3.5 in. X 6 in. X 3 ft Section Adequacy: 76.46% Controlling Factor: Shear Stress Y Module Location: BM05 Module Level: StruCalc Members Module Type: Floor Beam Material Type: Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF Member Dimensions: (1) 3.5 in. X 6 in. X 9 ft Section Adequacy: 21.89% Controlling Factor: Deflection Module Location: FTG1 Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions:1.5 ft. wide X 10 in. tall X 1.5 ft long Section Adequacy: 26.67% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (2), No. Bars Long: (2) Module Location: FTG2 Module Level: StruCalc Members RESUB Jan 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVIEWED BY CITY OF EDMONDS BLD2021-0996 PROJECT: New Project 2018 International Building Code Module Type: Isolated Footing Material Type: Concrete Member Dimensions:1.17 ft. wide X 10 in. tall X 1.2 ft long Section Adequacy: 22.02% Controlling Factor. Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (2), No. Bars Long: (2) Module Location: FTG3 Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions:) ft. wide X 10 in. tall X 1 ft long Section Adequacy: 62,06% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (2), No. Bars Long: (2) Module Location: FTG4 Module Level: StruCalc Members Module Type: Isolated Footing Material Type: Concrete Member Dimensions:1 ft. wide X 10 in. tall X 1 ft long Section Adequacy: 31.06% Controlling Factor: Soil Bearing Pressure Reinforcement Bars: Size #4, No. Bars Short (2), No. Bars Long: (2) Page 2 PROJECT: New Project 2018 International Building Code PASS A Page 3 DATE: 1/12/2022 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJ. ADDRESS: -- LEVEL:: StruCalc Members MEMBER NAME: BM03 MEMBER TYPE: FLOOR BEAM COMPANY: DESIGNED BY: REVIEWED BY: PROJECT NAME: drafting 2062407UU6 .....ArcR '®9ma6:Qom LOADING: AID CODE: 2018 International Building Code NDS: 2018 NDS Douglas Fir -Larch j -- No. 2 --1 (1) 3.5 X 5.5 DRY — J E3w Start (ft): 0 End (ft): 3 Member Slope: 0/12 Actual Length (ft): 3 Area Ix ly BSW Lams G Kcr (in') (in") (in`) (Ibf/ft) Creep Factor 19.25 48.53 19.65 4.39 1 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 62S 1600 580 ldjusted Values 1170 -------- - -- --1 - --- 748 180 - --- 1485 625 1600 580 ' - -- 1 - — ---- 1 ---- - — -- - ---- - --- - -- - - - -- 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 C 1.3 1.3 Bending Adjustment Factors Cf, = 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 0 3 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 (7S.4%) 44.3 180.0 3 D+L 1 Bending Stress Y (psi) PASS (75.2%) 290.3 1170.0 1.5 D+L 1 Deflection (in) PASS (93.0%) 0.007 (=L/5143) 0.100 (=L/360) 1.5 L Bearing Stress (psi) PASS (92.6%) 46.5 625.0 0 D+L 1 • M-111IM04111111IF Units for ---------------------------------- ----- V: Ibf Units for M: Ibf-ft -- ------------------------------------------------------------------------------------------ Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 119 450 0 0 0 0 0 0 0 0 0 B 119 450 0 0 0 0 0 0 0 0 0 Reaction Location A B PROJECT: New Project 2018 International Building Code ASD Page 4 - - --- ----------------------------------------------- ------------- - Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction -------------------------------------------------------------------------------------------------------------------------- Uniform (Ibf/ft') 300 300 0 3 Live y Uniform (Ibf/ft2) Self Weight (Ibf/ft) 75 75 4.39 4.39 Dead Dead PROJECT: New Project 2018 International Building Code ASD PASS A Page 5 DATE: 1/12/2022 COMPANY: ! drafting VITRUVIUS BUILD: 11 StruCalc DESIGNED BY: CUSTOMER: REVIEWED BY: PROD. ADDRESS: -- PROJECT NAME: 2M2407oo6 ... d. ft-fsmoa.rom ----------- -- --- ---=-------------------------------- ----- LEVEL: StruCalc Members LOADING: ! ASD MEMBER NAME: BM04 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir -Larch (1) 3.5 X 7.25 DRY J4 DIAGRP - 4"..- �..� . .... ...-.... .....- ... .,... a ... 3- -------------------------------------------------- -------------------------- --- ------------ Start (ft): 0 End (ft): 3 Member Slope: 0/12 Actual Length (ft): 3 Area Ix ly BSW Lams G Kcr (in) (in`) (in`) (Ibf/ft) Creep Factor 25.38 111.15 2S.9 5.79 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 ldjusted Values 1170 690 180 1417 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 C 1.3 1.2 1 1.05 1 1 Bending Adjustment Factors C fu = 1 Cr = 1 ---------------- ------ py-"Ir-,Uw --------------------------------------------------------------------------------------- ----- Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 3 0 3 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 (81.2%) 33.8 180.0 3 D+L 1 Bending Stress Y (psi) PASS (85.7%) 167.7 1170.0 1.5 D+L 1 Deflection (in) PASS (96.9%) 0.003 (=L/11613) 0.100 (=U360) 1.5 L Bearing Stress (psi) PASS (92.5%) 46.6 625.0 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 121 450 0 0 0 0 0 0 0 0 0 B 121 450 0 0 0 0 0 0 0 0 0 Reaction Location A 8 PROJECT: New Project 2018 International Building Code ASD ------------- Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Uniform (Ibf/ft2) 300 300 Uniform (Ibf/ft2) 75 75 Self Weight (Ibf/ft) 5.79 5.79 Page 6 Direction 0 3 Live y 0 3 Dead y 0 3 Dead y PROJECT: New Project 2018 International Building Code ASD Page 7 DATE: 1/12/2022 COMPANY: VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: REVIEWED BY- PROJ. ADDRESS: -- PROJECT NAME: LEVEL: StruCalc Members MEMBER NAME: BM01 MEMBER TYPE: FLOOR BEAM drafting I all 2062407006 a o/mwf makeom LOADING: i ASD CODE: 2018 International Building Code NDS: 2018 NDS Stress Class Rated 24F-1.8E 24F-V4 DF/DF 1 (1) 3.5 X 6 1 DRY MB 01 DIAGRAM :1K:% Start (ft): 0 End (ft): S.S Member Slope: 0/12 Actual Length (ft): 5.5 Area Ix ly BSW Lams G Kcr (in2) (in`) (in`) (Ibf/ft) Creep Factor 21 63 21.44 4.79 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 1566 1100 265 230 1650 650 1800000 950000 1600000 8S0000 CM 1 1 1 1 1 1 1 1 1 1 1 1 C 1 _1_ _ 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 -------------------------- E.T. py-" ------------ -- -------------------------- Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 5.5 --------------------------- 0 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 (56.8%) 114.4 265.0 0 D+L 1 Bending Stress Y (psi) PASS (47.6%) 1258.2 2400.0 2.75 D+L 1 Deflection (in) PASS (58.4%) 0.076 (=L/865) 0.183 (=L/360) 2.75 L Bearing Stress (psi) PASS (79.9%) 130.7 650.0 0 D+L 1 ---- —- I • Units for V: Ibf Units for M: Ibf-ft ---------------------------------------------------------------------------------------------------- Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 446 1155 0 0 0 0 0 0 0 0 0 B 446 1155 0 0 0 0 0 0 0 0 0 Reaction Location A B 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) 420 420 0 5.5 Live Y Uniform (Ibf/ftZ) 157.5 157.5 0 5.5 Dead Y Self Weight (Ibf/ft) 4.79 4.79 0 5.5 Dead Y PROJECT: New Project 2018 International Building Code ASD Page 9 DATE: VITRUVIUS BUILD: CUSTOMER: PROJ. ADDRESS: LEVEL: MEMBER NAME: MEMBER TYPE: 1/12/2022 StruCalc StruCalc Members BM02 FLOOR BEAM COMPANY: ( drafting DESIGNED BY: REVIEWED BY - PROJECT NAME: 2062407006 d ft—mg—v— LOADING: ASD CODE: 2018 International Building Code NDS: 2018 NDS IStress Class Rated 24F-1.8E I 24F-V4 DF/DF 1 (1) 3.5 X 6 I DRY BM02 DIAGRAM ' 3- ------------------------ — — Start (ft): 0 End (ft): 3 Member Slope: 0/12 Actual Length (ft): 3 Area Ix ly SSW Lams G Kcr (in:) (in) (in`) (Ibf/ft) Creep Factor 21 63 21.44 4.79 1 0.5 1 Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fcl Ex Exmin Ey Eymin (psi) (Psi) (psi) (Psi) (psi) (psi) (Psi) (Psi) (Psi) ----------------------------------------------------- (Psi) (psi) (P-si) ------------------------------------------------------------------- Base Values 2400 1850 1450 1100 265 230 ----- 1650 650 1800000 950000 1600000 850000 Adiusted Values 2400 1850 1566 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 C 1 1 1 1 1 1 1 1 1 1 1 1 Bending Adjustment Factors Cvr = 1 �. 071" Unbraced Length (ft) Beam End Span ----------- Length (ft) -------- Top Bottom Elev. Diff (ft) — -- CL(Top) ------ CL(Bottom) CL(Left) ------ CL(Right) ----------------------------- 1 3 0 3 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 (76.5%) 62.4 265.0 3 D+L 1 Bending Stress Y (psi) PASS (84.4%) 374.3 2400.0 1.5 D+L 1 Deflection (in) PASS (93.3%) 0.007 (=L/5294) 0.100 (=L/360) 1.5 L Bearing Stress (psi) PASS (89.0%) 71.3 650.0 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 243 630 0 0 0 0 0 0 0 0 0 B 243 630 0 0 0 0 0 0 0 0 0 Reaction Location A B 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 (lbf/ft') 420 420 0 3 Live y Uniform (lbf/ft') 157.5 157.5 0 3 Dead y Self Weight (lbf/ft) 4.79 4.79 0 3 Dead y PROJECT: New Project 2018 International Building Code ASD Page 11 DATE: 1/12/2022 COMPANY: I drafting VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: REVIEWED BY: PROD. ADDRESS: -- PROJECT NAME: 7067407006 dmtnwe. —l..com LEVEL: StruCalc Members LOADING: T ASD MEMBER NAME: BM05 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS 'Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1) 3.5 X 6 DRY i g. Start (ft): 0 End (ft): 9 Member Slope: 0/12 Actual Length (ft): 9 Area Ix ly SSW Lams G Kcr (in=) (in') (in4) (Ibf/ft) Creep Factor 21 63 21.44 4.79 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 1566 1100 265 230 1650 650 1800000 950000 1600000 850000 CM 1 1 1 1 1 1 1 1 1 1 1 1 C 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 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 (72.1 %) 73.9 265.0 9 D+L 1 Bending Stress Y (psi) PASS (44.6%) 1329.5 2400.0 4.5 D+L 1 Deflection (in) PASS (21.9%) 0.234 (=L/461) 0.300 (=L/360) 4.5 L Bearing Stress (psi) PASS (87.0%) 84.4 650.0 0 D+L 1 � OR � Units for V: Ibf Units for M: -------------------------------------------------------------------------------------------------- Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 224 810 0 0 0 0 0 0 0 0 0 B 224 810 0 0 0 0 0 0 0 0 0 Reaction Location A B PROJECT: New Project 2018 International Building Code ASD Page 12 ------------------------------------------------------------------------------ Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction ------------------------------------------------------------------------------------------------------------------- ----- ---------------------------- Uniform (Ibf/ft') 180 180 0 9 Live y Uniform (Ibf/ft') Self Weight (Ibf/ft) 45 45 4.79 4.79 Dead Dead PROJECT: New Project 2018 International Building Code ASD Page 13 DATE: j 1/12/2022 COMPANY: VITRUVIUS BUILD: StruCalc DESIGNED BY: CUSTOMER: REVIEWED BY- PROJ. ADDRESS: -- PROJECT NAME: LEVEL: StruCalc Members LOADING: MEMBER NAME: j FTG1 CODE: MEMBER TYPE: ISOLATED FOOTING ACI: nnATCDiAi - r.,. _+„ drafting 2062407006 - draJtnw�9mail.com 2018 International Building Code ACI 318-14 - - - — - -1.5 (ft) X 1.5 (ft) X 10 (in) -- - —�--- Soil Depth TOR _0 (ft) --- -- J --- (2) #4 Long, (2) #4 Short- —, x 1100 PSF 1100 PSF ------------------------------------ FOOTING ---------------------------------------------------------------------------------- ----------------------------- fc' (psi) Ec (psi) Density (Ibf/ft) Width (ft) Length (ft) Depth (in) Volume (ft;) 2500 2880952 145 1.5 1.5 10 1.88 CALCULATION VARIABLES ---------------------------------------------------------------------------------------------------- ------------------------------------------------------------- Bo (in) 1D-X (P-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 2 2 40000 2.9E+07 PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft') PASS (26.7%) 1099.9 1500.0 D+L Two -Way Shear (Punching) (Ibf) PASS (91.0%) 3683.7 40950.0 1.2D+1.6L+0.5Lr One -Way Shear X (Ibf) PASS (98.8%) 102.3 8775.0 1.2D+1.6L+O.SLr Moment X (Ibf-ft) PASS (82.6%) 417.8 2400.0 1.2D+1.6L+O.SLr One -Way Shear Y (Ibf) PASS (98.8%) 102.3 8775.0 1.2D+1.6L+0.5Lr Moment Y (Ibf-ft) PASS (82.6%) 417.8 2400.0 1.2D+1.6L+0.5Lr Crushing (psi) PASS (83.3%) 230.2 1381.3 1.2D+1.6L+0.5Lr ------------------ --------------- ---------------------------------------------------------------------------------------- ---- Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction PROJECT: New Project 2018 International Building Code Page 14 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction ----------------------------------- Point (Ibf) ---------------------------- 446.2961 0 --------------------------- Dead Z Point (Ibf) 1155 0 Live Z Point (Ibf) 243.4342 0 Dead Z Point (Ibf) 630 0 Live Z PROJECT: New Project 2018 International Building Code Page 15 DATE: VITRUVIUS BUILD: CUSTOMER: PROD. ADDRESS: 1/12/2022 StruCalc COMPANY: t drafting DESIGNED BY: REVIEWED BY. PROJECT NAME: � zoszaozooc".. - e.oR�w�emmt�m ,. LEVEL: StruCalc Members LOADING: MEMBER NAME: FTG2 CODE: 2018 International Building Code MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-14 MATERIAL:Concrete r 1.17 (ft) X 1.17 (ft) X 10 (in) —�— Soil Depth.TOF: 0 (ft) (2) #4 Long, (2) #4 Short --------------------------------------- t xf "Go PSF 1169 P SF r 1� ` Y 7-1/64- __ 4 { 1' 2-3/ 10" 7 3/64-' a w A 1' 2-3J64" 1' 2-3/64 1169 P SF 1169 P SF ..�.IF ------ —----------- --- ---- --------------------- -- - - --------- -- -- FOOTING --------------------- ---- ----------------------------------------------------------------------------------------------- fc, (psi) Ec (psi) Density (Ibf/W) Width (ft) Length (ft) Depth (in) Volume (ft) 2500 2880952 145 1.17 1.17 10 1.14 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/ft2) 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 2 2 40000 2.9E+07 ---------------------------------------------------------------------------------------- PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft) PASS (22.0%) 1169.8 1500.0 D+L Two -Way Shear (Punching) (Ibf) PASS (94.2%) 2383.6 40950.0 1.2D+1.6L+O.SLr Moment X (Ibf-ft) PASS (90.5%) 178.3 1872.0 1.2D+1.6L+0.5Lr Moment Y (Ibf-ft) PASS (90.5%) 178.3 1872.0 1.2D+1.6L+0.5Lr Crushing (psi) PASS (59.2%) 149.0 1381.3 1.2D+1.6L+O.SLr --------------------- ffiremig ----- --- Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction PROJECT: New Project 2018 International Building Code Page 16 ------------------------- ---------------------------------------------------------------------------------------------- Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction --------------------- -- ------------------------------------------------------------- Point (Ibf) 446.2961 0 Dead Z Point (Ibf) 1155 0 Live PROJECT: New Project 2018 International Building Code Page 17 DATE: 1/12/2022 VITRUVIUS BUILD: StruCalc CUSTOMER: PROJ. ADDRESS: -- LEVEL: StruCalc Members MEMBER NAME: !, FTG3 MEMBER TYPE: ISOLATED FOOTING COMPANY: g draftin DESIGNED BY: E REVIEWED BY:lg f ,f } ,"i4 PROJECT NAME: 2062402096 a oR�w@emo;i.com LOADING: CODE: 2018 International Building Code ACI: ACI 318-14 t i x 569 PSIF 569 PSIF 1f� Y r L Y ------------ -------------------------- FOOTING — — — ------ - --- ------------ --- ---- ----------- - ----- ------------------ fc, (psi) Ec (psi) Density (Ibf/ft3) Width (ft) Length (ft) Depth (in) Volume (ft) 2500 2880952 145 1 1 10 0.83 CALCULATION VARIABLES Bo (in) SD-X 0-Y 42 0 0 COLUMN Width (in) Length (in) Material Offset (in) 4 4 Wood 0 SOIL -- ------ Bearing Strength (Ibf/ft2) -- 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 2 2 40000 2.9E+07 - ------------------------------------ ------------------------------------- PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft:) PASS (62.1%) 569.1 1500.0 D+L Two -Way Shear (Punching) (Ibf) PASS (97.9%) 862.9 40950.0 1.2D+1.6L+O.SLr Moment X (Ibf-ft) PASS (97.0%) 47.9 1600.0 1.2D+1.6L+0.5Lr Moment Y (Ibf-ft) PASS (97.0%) 47.9 1600.0 1.2D+1.6L+O.SLr Crushing (psi) PASS (96.1%) 53.9 1381.3 1.2D+1.6L+0.5Lr --------------- Ereni --- ---------- Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction PROJECT: New Project 2018 International Building Code Page 18 ---- ------------------------------------------------------------ - --- - -- - - - - --- - Type — Left Magnitude — _—Right Magnitude Load Start (ft) Load End (ft) Load Type Direction - -------------------------------- -- ------ ----------------------- Point (Ibf) 119.0855 0 Dead Z Point (Ib1 450 0 Live Z PROJECT: New Project 2018 International Building Code Page 19 DATE: 1/12/2022 VITRUVIUS BUILD: StruCalc CUSTOMER: PROD. ADDRESS: -- ----------- ----------- — --= LEVEL: -- -- StruCalc Members MEMBER NAME: FTG4 MEMBER TYPE: ISOLATED FOOTING RAATCDIAI • r,,.,,,.e+s COMPANY: drafting DESIGNED BY: REVIEWED BY: PROJECT NAME: 2062407006 d.ft wPgmnitc LOADING: CODE: 2018 International Building Code ACI: ACI 318-14 L— 1 (ft) X 1 (ft) X 10 (in) _ Soil Depth TOR 0 (ft) -- --- (2) #4 Long, (2) #4 Short L 1103�4 PSF IE134 PSF P Y ---------------- FOOTING --------- --- ---------- ------------------------------------------------------------------ ----------- fc' (psi) Ec (psi) Density (Ibf/ft') Width (ft) Length (ft) Depth (in) Volume (ft) 2500 2880952 145 1 1 10 0.83 CALCULATION VARIABLES Bo (in) 4)-X m-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 2 2 40000 2.9E+07 PASS/FAIL MAGNITUDE STRENGTH LOAD COMBO Soil Bearing Pressure (Ibf/ft') PASS (31.1%) 1034.1 1500.0 D+L Two -Way Shear (Punching) (Ibf) PASS (96.2%) 1564.9 40950.0 1.2D+1.6L+O.SLr Moment X (Ibf-ft) PASS (94.6%) 86.9 1600.0 1.2D+1.6L+0.5Lr Moment Y (Ibf-ft) PASS (94.6%) 86.9 1600.0 1.2D+1.6L+O.SLr Crushing (psi) PASS (92.9%) 97.8 1381.3 1.2D+1.6L+0.5Lr ---- SM — -- ----------------------------------------------- — ----------------------------------------- Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction PROJECT: New Project 2018 International Building Code Page 20 Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (Ibf) 224.0526 0 - Dead Z Point (Ibf) 810 0 - Live PROJECT: New Project 2018.International Building Code