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Report (6) VM.3110r7 0 0 O <g ., ... v 1 0 83 sw 6 ` -rk_ e____ Project:TYPICAL FOOTINGS page 4PN,,, Location: Footing'A' � � . suntel design Footing "" & 16865 Boones Ferry Rd Suite 201 of [2003 International Residential Code(2005 NDS) ` _ Lake Oswego,OR 97035 Footing Size:2.83 FT x 2.83 FT x 12.00 IN Reinforcement:#4 Bars @ 6.00 IN.O.C. E/W/(5)min. Section Footing Design Adequate StruCalc Version 8.0.113.0 10/20/2016 12:07:11 PM FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: F'c= 2500 psi ---, tr----A-----..t ty.,–;:. _Hs t :.,---- ‘/E -r Reinforcing Steel Yield Strength: Fy= 40000 psi ,.,a� Concrete Reinforcement Cover: c= 3 in FOOTING SIZE FEB 1 2017 Width: W= 2.83 ft Length: L= 2.83 ft C) i V LA_. HroAh Depth: Depth= 12 in BU L U'.t 71, Q,!(-)N Effective Depth to Top Layer of Steel: d= 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Steel Column Width: m= 4 in Column Depth: n= 4 in Baseplate Width: bsw= 4 in Baseplate Length: bsl= 4 in FOOTING CALCULATIONS 1-4 in--{I Bearing Calculations: Ultimate Bearing Pressure: Qu= 1249 psf Effective Allowable Soil Bearing Pressure: Qe= 1350 psf Required Footing Area: Areq= 7.41 sf Area Provided: A= 8.01 sf 12 in Baseplate Bearing: Bearing Required: Bear= 14000 lb P " o n n M Allowable Bearing: Bear-A= 44200 lb 3 in Beam Shear Calculations(One Way Shear): Beam Shear: Vu1 = 2774 lb 2.83 ft Allowable Beam Shear: Vc1 = 21013 lb Punching Shear Calculations(Two Way Shear): Critical Perimeter: Bo= 49 in FOOTING LOADING Punching Shear: Vu2= 12178 lb Live Load: PL= 0 lb Allowable Punching Shear(ACI 11-35): vc2-a= 90956 lb Dead Load: PD= 10000 lb Allowable Punching Shear(ACI 11-36): vc2-b= 132413 lb Total Load: PT= 10000 lb Allowable Punching Shear(ACI 11-37): vc2-c= 60638 lb Ultimate Factored Load: Pu= 14000 lb Controlling Allowable Punching Shear: vc2= 60638 lb Weight to resist uplift w/1.5 F.S.: U.R.= 774 lb Bending Calculations: Factored Moment: Mu= 46255 in-lb Nominal Moment Strength: Mn= 281825 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.54 in Steel Required Based on Moment: As(1)= 0.16 in2 Min.Code Req'd Reinf.Shrink./Temp.(ACI-10.5.4):As(2)= 0.82 in2 Controlling Reinforcing Steel: As-reqd= 0.82 in2 Selected Reinforcement: #4's @ 6.0 in.o.c.e/w(5)Min. Reinforcement Area Provided: As= 0.98 in2 Development Length Calculations: Development Length Required: Ld= 15 in Development Length Supplied: Ld-sup= 11.98 in Note: Plain concrete adequate for bending, therefore adequate development length not required. Project: page Keith A Kudrna Location: Footing"E" grx r;;l i t Suntel Design Footing =zt,-t-s' 16865 Boones Ferry Rd of [2012 International Building Code(2012 NDS)] '' ,Lake Oswego,Oregon 97035 Footing Size:4.0 FT x 4.0 FT x 12.00 IN Reinforcement:#4 Bars @ 8.00 IN.O.C. E/W/(6)min. StruCalc Version 9.0.1.7 9/17/2015 1:18:41 PM Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: F'c= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 4 ft Length: L= 4 ft Depth: Depth= 12 in Effective Depth to Top Layer of Steel: d= 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Wood Column Width: m= 4 in Column Depth: n= 4 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu= 1250 psf Effective Allowable Soil Bearing Pressure: Qe= 1350 psf H4 in H Required Footing Area: Areq= 14.81 sf Area Provided: A= 16.00 sf Baseplate Bearing: Bearing Required: Bear= 28000 lb Allowable Bearing: Bear-A= 44200 lb 12 in Beam Shear Calculations(One Way Shear): 9 Beam Shear: Vu1 = 9188 lb 3 in Allowable Beam Shear: Vc1 = 29700 lb 4ft Punching Shear Calculations(Two Way Shear): Critical Perimeter: Bo= 49 in Punching Shear: Vu2= 26176 lb FOOTING LOADING Allowable Punching Shear(ACI 11-35): vc2-a= 90956 lb Live Load: PL= 0 lb Allowable Punching Shear(ACI 11-36): vc2-b= 132413 lb Dead Load: PD= 20000 lb Allowable Punching Shear(ACI 11-37): vc2-c= 60638 lb Total Load: PT= 20000 lb Controlling Allowable Punching Shear: vc2= 60638 lb Ultimate Factored Load: Pu= 28000 lb Bending Calculations: Weight to resist uplift w/1.5 F.S.: U.R.= 1547 lb Factored Moment: Mu= 168000 in-lb Nominal Moment Strength: Mn= 339930 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.46 in Steel Required Based on Moment: As(1)= 0.57 in2 Min.Code Req'd Reinf.Shrink./Temp. (ACI-10.5.4):As(2)= 1.15 in2 Controlling Reinforcing Steel: As-reqd= 1.15 in2 Selected Reinforcement: #4's @ 8.0 in.o.c.e/w(6)Min. Reinforcement Area Provided: As= 1.18 in2 Development Length Calculations: Development Length Required: Ld= 15 in Development Length Supplied: Ld-sup= 21 in t Project: 1 page 4. Keith A Kudrna Location:Footing"F" Suntel Design Footing =may 16865 Boones Ferry Rd of [2012 International Building Code(2012 NDS)] S p ;Lake Oswego, Oregon 97035 Footing Size:4.33 FT x 4.33 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN. O.C. E/W 1(7)min. StruCalc Version 9.0.1.7 9/17/2015 1:19:48 PM Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: F'c= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 4.33 ft Length: L= 4.33 ft Depth: Depth= 12 in Effective Depth to Top Layer of Steel: d= 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Wood Column Width: m= 4 in Column Depth: n= 4 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu= 1200 psf Effective Allowable Soil Bearing Pressure: Qe= 1350 psf Required Footing Area: Areq= 16.67 sf I-4 in-{ Area Provided: A= 18.75 sf — Baseplate Bearing: Bearing Required: Bear= 31500 lb Allowable Bearing: Bear-A= 44200 lb 12 in Beam Shear Calculations(One Way Shear): P — Beam Shear: Vu1 = 10749 lb 3 in Allowable Beam Shear: Vcl = 32150 lb I 4.33 ft I T Punching Shear Calculations(Two Way Shear): Critical Perimeter: Bo= 49 in Punching Shear: Vu2= 29749 lb FOOTING LOADING Allowable Punching Shear(ACI 11-35): vc2-a= 90956 lb Live Load: PL= 0 lb Allowable Punching Shear(ACI 11-36): vc2-b= 132413 lb Dead Load: PD= 22500 lb Allowable Punching Shear(ACI 11-37): vc2-c= 60638 lb Total Load: PT= 22500 lb Controlling Allowable Punching Shear: vc2= 60638 lb Ultimate Factored Load: Pu= 31500 lb Bending Calculations: Weight to resist uplift w/1.5 F.S.: U.R.= 1812 lb Factored Moment: Mu= 204593 in-lb Nominal Moment Strength: Mn= 395698 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.50 in Steel Required Based on Moment: As(1)= 0.70 in2 Min.Code Req'd Reinf.Shrink./Temp.(ACI-10.5.4):As(2)= 1.25 in2 Controlling Reinforcing Steel: As-reqd= 1.25 in2 Selected Reinforcement: #4's @ 7.0 in.o.c.e/w(7)Min. Reinforcement Area Provided: As= 1.37 in2 Development Length Calculations: Development Length Required: Ld= 15 in Development Length Supplied: Ld-sup= 22.98 in