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Specifications (76) Project: 1\ f V J ' 1 a e P 9 k't / 4-1- _ ,,,Keith A Kudrna Location: Footing"B" Suntel Design Footing — I- 16865 Boones Ferry Rd [2012 International Building Code(2012 NDS)] ° � °t ..:,>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 Concrete Reinforcement Cover: c= 3 in FOOTING SIZE RECEIVED Width: W= 3.17 ft Length: L= 3.17 ft MAY 4 2017 Depth: Depth= 12 in Effective Depth to Top Layer of Steel: d= 8.25 in CI(Y OF CIGARD COLUMN AND BASEPLATE SIZE BUILDING DIVISION Column Type: Wood Column Width: m= 4 in Column Depth: n= 4 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu= 1246 psf H4 in—{ Effective Allowable Soil Bearing Pressure: Qe= 1350 psf I 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 n o n Beam Shear Calculations(One Way Shear): 9 T Beam Shear: Vu1 = 4951 lb 3 in Allowable Beam Shear: Vc1 = 23515 lb Punching Shear Calculations(Two Way Shear): I 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. Project: ,( S .,�/::: page ' Keith A Kudrna Location:Footing"D" v a w Suntel Design Footing 16865 Boones Ferry Rd of [2012 International Building Code(2012 NDS)] " :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. E/W/(6)min. StruCalc Version 9.0.1.7 9/17/2015 1:17:44 PM Section Footing Design Adequate FOOTING PROPERTIES LOA B ING 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 f-4 in H Required Footing Area: Areq= 12.96 sf Area Provided: A= 14.06 sf Baseplate Bearing: Bearing Required: Bear= 24500 lb Allowable Bearin 12 in 9� Bear-A= 44200 Ib Beam Shear Calculations(One Way Shear): P c, r, Beam Shear: Vu1 = 7758 lb 3 in Allowable Beam Shear: Vc1 = 27844 lb — Punching Shear Calculations(Two Way Shear): 3.�s n 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 f ' • Project: page Keith A Kudrna Location: Footing"F" 4r:• "Suntel Design / Footing 16865 Boones Ferry Rd of [2012 International Building Code(2012 NDS)] ' t; ,.:-7-.:..,,„,,,,,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/(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 i 1 Baseplate Bearing: Bearing Required: Bear= 31500 lb Allowable Bearing: Bear-A= 44200 lb 12 in Beam Shear Calculations(One Way Shear): r Beam Shear: Vu1 = 10749 lb 3 in Allowable Beam Shear: Vc1 = 32150 lb -- Punching Shear Calculations(Two Way Shear): 4.33 n 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