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Specifications v\A (-.--, --T/2_1) ,7 - 0 00C 0 • -rk_ (we-- . //2_13 `-3t b �� ' Project: `fix page w: --- -tKeith A Kudrna Location: Footing"B" ir,1;t Suntel Design Footing ' 16865 Boones Ferry Rd of [2012 International Building Code(2012 NDS)] ,;.:,-:: :„,,, -'Lake Oswego,Oregon 97035 Footing Size:3.167 FT x 3.167 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN. O.C. E/W/(5)min. StruCalc Version 9.0.1.7 9/17/2015 1:14:49 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 - -r 1 2017 Concrete Reinforcement Cover: c= 3 in FOOTING SIZE j-=- h YOF FIGARID Width: W= 3.17 ft R Length: L= 3.17 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= 1246 psf h-4 Effective Allowable Soil Bearing Pressure: Qe= 1350 psf — l I Required Footing Area: Areq= 9.26 sf Area Provided: A= 10.03 sf Baseplate Bearing: Bearing Required: Bear= 17500 lb 12 in Allowable Bearing: Bear-A= 44200 lb P • Beam Shear Calculations(One Way Shear): T Beam Shear: Vu1 = 4951 lb sin Allowable Beam Shear: Vc1 = 23515 lb Punching Shear Calculations(Two Way Shear): 3.167 ft Critical Perimeter: Bo= 49 in Punching Shear: Vu2= 15682 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= 12500 lb Allowable Punching Shear(ACI 11-37): vc2-c= 60638 lb Total Load: PT= 12500 lb Controlling Allowable Punching Shear: vc2= 60638 lb Ultimate Factored Load: Pu= 17500 lb Bending Calculations: Weight to resist uplift w/1.5 F.S.: U.R.= 970 lb Factored Moment: Mu= 83134 in-lb Nominal Moment Strength: Mn= 282847 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.49 in Steel Required Based on Moment: As(1)= 0.28 in2 Min. Code Req'd Reinf.Shrink./Temp. (ACI-10.5.4):As(2)= 0.91 in2 Controlling Reinforcing Steel: As-reqd= 0.91 in2 Selected Reinforcement: #4's @ 7.0 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= 16 in Note: Plain concrete adequate for bending, therefore adequate development length not required. page Project. :-:- ',Keith A Kudrna Location:Footing"D" ;w1';t Suntel Design Footing "` 16865 Boones Ferry Rd of [2012 International Building Code(2012 NDS)] I. :=.- -'Lake Oswego,Oregon 97035 Footing Size:3.75 FT x 3.75 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN.O.C. EIW/(6)min. StruCalc Version 9.0.1 7 9/17/2015 1:17:44 PM Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: Pc= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 3.75 ft Length: L= 3.75 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= 1244 psf Effective Allowable Soil Bearing Pressure: Qe= 1350 psf I-4 in–I Required Footing Area: Areq= 12.96 sf — I I Area Provided: A= 14.06 sf Baseplate Bearing: Bearing Required: Bear= 24500 lb 12 in Allowable Bearing: Bear-A= 44200 lb P n a a a Beam Shear Calculations(One Way Shear): _-- Beam Shear: Vu1 = 7758 lb Sin Allowable Beam Shear: Vc1 = 27844 lb Punching Shear Calculations(Two Way Shear): 3.75 n I Critical Perimeter: Bo= 49 in Punching Shear: Vu2= 22684 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= 17500 lb Allowable Punching Shear(ACI 11-37): vc2-c= 60638 lb Total Load: PT= 17500 lb Controlling Allowable Punching Shear: vc2= 60638 lb Ultimate Factored Load: Pu= 24500 lb Bending Calculations: Weight to resist uplift w/1.5 F.S.: U.R.= 1359 lb Factored Moment: Mu= 137813 in-lb Nominal Moment Strength: Mn= 339278 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.49 in Steel Required Based on Moment: As(1)= 0.47 in2 Min.Code Req'd Reinf. Shrink./Temp. (ACI-10.5.4):As(2)= 1.08 in2 Controlling Reinforcing Steel: As-reqd= 1.08 in2 Selected Reinforcement: #4's @ 7.0 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= 19.5 in • page Project: \IAf ''Keith A Kudrna Location: Footing"F" 1" :. Suntel Design Footing 16865 Boones Ferry Rd of [2012 International Building Code(2012 NDS)] "Lake Oswego,Oregon 97035 Footing Size:4.33 FT x 4.33 FT x 12.00 IN �►"':�= � � Reinforcement:#4 Bars @ 7.00 IN. 0 C. E/W/(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-4in-I Area Provided: A= 18.75 sf — I i Baseplate Bearing: Bearing Required: Bear= 31500 lb Allowable Bearing: Bear-A= 44200 lb 12 in Beam Shear Calculations(One Way Shear): P n n n 9 Beam Shear: Vu1 = 10749 lb 3 in Allowable Beam Shear: Vc1 = 32150 lb — T Punching Shear Calculations(Two Way Shear): 4.33ft • 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