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W-sc Q\)y *— V*"1 Footing Design 1 2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart, Mark Stewart Home Design on: 06-08-2007: 5:18:47 PM Project: FOOTINGS-Location: f-31 Summary: Footing Size: 5.5 FT x 5.5 FT x 12.00 IN Reinforcement:#4 Bars©7.00 IN. O.C. E/W/(9)min. Footing Loads: Live Load: PL= 17000 LB Dead Load: PD= 17000 LB Total Load: PT= 34000 LB Ultimate Factored Load: Pu= 52700 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: Fc= 2500 PSI Reinforcing Steel Yield Strength: Fy= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 5.5 FT Length: L= 5.5 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1124 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Area= 25.19 SF Area Provided: A= 30.25 SF Baseplate Bearing: Bearing Required: Bearing= 52700 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 19763 LB Allowable Beam Shear: vc1= 46283 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 50588 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 434775 IN-LB Nominal Moment Strength: Mn= 508561 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.50 IN Steel Required Based on Moment: As(1)= 1.50 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.58 IN2 Controlling Reinforcing Steel: As-read= 1.58 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. ENV/(9)Min. Reinforcement Area Provided: As= 1 77 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 30.00 IN Footing Design 1 2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart ; Mark Stewart Home Design on: 06-08-2007: 5:18:46 PM Project: FOOTINGS-Location: f-30 Summary: Footing Size: 6.0 FT x 6.0 FT x 12.00 IN Reinforcement: #4 Bars @ 8.00 IN, O.C. E/W/(9)min. Footing Loads: Live Load: PL= 19000 LB Dead Load: PD= 17000 LB Total Load: PT= 36000 LB Ultimate Factored Load: Pu= 56100 LB Footing Properties: 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= 3.00 IN Footing Size: Width: W= 6.0 FT Length: L= 6.0 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1000 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areg= 26.67 SF Area Provided: A= 36.0 SF Baseplate Bearing: Bearing Required: Bearing= 56100 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 21622 LB Allowable Beam Shear: vc1= 50490 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 54211 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 504900 IN-LB Nominal Moment Strength: Mn= 509896 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.46 IN Steel Required Based on Moment: As(1)= 1.75 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.73 IN2 Controlling Reinforcing Steel: As-reed= 1.75 IN2 Selected Reinforcement: #4 Bars @ 8.00 IN. O.C. ENV/(9)Min. Reinforcement Area Provided: As= 1.77 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 33.00 IN Footing Design 1 2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart, Mark Stewart Home Design on: 06-08-2007 : 5:18:45 PM Project: FOOTINGS-Location: f-29 Summary: Footing Size: 5.0 FT x 5.0 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN. O.C. E/W/(8)min. Footing Loads: Live Load: PL= 19000 LB Dead Load: PD= 13000 LB Total Load; PT= 32000 LB Ultimate Factored Load: Pu= 50500 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: Fc= 2500 PSI Reinforcing Steel Yield Strength: Fy= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 5.0 FT Length: L= 5.0 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations; Ultimate Bearing Pressure: Qu= 1280 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Area= 23.7 SF Area Provided: A= 25.0 SF Baseplate Bearing: Bearing Required: Bearing= 50500 LB Allowable Bearing; Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 18306 LB Allowable Beam Shear: vc1= 42075 LB Punching Shear Calculations(Two way shear); Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 48051 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 378750 IN-LB Nominal Moment Strength: Mn= 452371 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.49 IN Steel Required Based on Moment: As(1)= 1.31 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.44 IN2 Controlling Reinforcing Steel: As-regd= 1.44 IN2 Selected Reinforcement: #4 Bars @ 7,00 IN. O.C. ENV/(8)Min. Reinforcement Area Provided: As= 1.57 IN2 Development Length Calculations; Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 27.00 IN Footing Design 12003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart , Mark Stewart Home Design on: 06-08-2007 : 5:18:45 PM Project: FOOTINGS-Location: f-28 Summary: Footing Size: 5.0 FT x 5.0 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN. O.C. E1W/(8)min. Footing Loads: Live Load: PL= 11000 LB Dead Load: PD= 17000 LB Total Load: PT= 28000 LB Ultimate Factored Load: Pu= 42500 LB Footing Properties: 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= 3.00 IN Footing Size: Width: W= 5.0 FT Length: L= 5.0 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1120 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areg= 20.74 SF Area Provided: A= 25.0 SF Baseplate Bearing: Bearing Required: Bearing= 42500 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vul= 15406 LB Allowable Beam Shear: vc1= 42075 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 40439 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 318750 IN-LB Nominal Moment Strength: Mn= 452371 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.49 IN Steel Required Based on Moment: As(1)= 1.10 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1,44 IN2 Controlling Reinforcing Steel: As-regd= 1.44 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. E/W 1(8)Min. Reinforcement Area Provided: As= 1.57 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 27.00 IN Footing Design(2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart , Mark Stewart Home Design on: 06-08-2007 : 5:18:45 PM Project: FOOTINGS-Location: f-27 Summary: Footing Size:4.5 FT x 4.5 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN.O.C. ENV/(7)min. Footing Loads: Live Load: PL= 9073 LB Dead Load: PD= 17000 LB Total Load: PT= 26073 LB Ultimate Factored Load: Pu= 39224 LB Footing Properties: 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= 3.00 IN Footing Size: Width: W= 4.5 FT Length: L= 4.5 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1288 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areg= 19.31 SF Area Provided: A= 20.25 SF Baseplate Bearing: Bearing Required: Bearing= 39224 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 13619 LB Allowable Beam Shear: vc1= 37868 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 36876 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 264763 IN-LB Nominal Moment Strength: Mn= 396163 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0 48 IN Steel Required Based on Moment: As(1)= 0.91 1N2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.30 IN2 Controlling Reinforcing Steel: As-reed= 1.30 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. ENV/(7)Min. Reinforcement Area Provided: As= 1.37 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 24.00 IN Footing Design(2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart, Mark Stewart Home Design on: 06-08-2007: 5:18:44 PM Project: FOOTINGS-Location: f-26 Summary: Footing Size:4.5 FT x 4.5 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN. O.C. E/W/(7)min. Footing Loads: Live Load: PL= 7000 LB Dead Load: PD= 17000 LB Total Load: PT= 24000 LB Ultimate Factored Load: Pu= 35700 LB Footing Properties: 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= 3.00 IN Footing Size: Width: W= 4.5 FT Length: L= 4.5 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1185 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areg= 17.78 SF Area Provided: A= 20.25 SF Baseplate Bearing: Bearing Required: Bearing= 35700 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vul= 12396 LB Allowable Beam Shear: vc1= 37868 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 33563 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 240975 IN-LB Nominal Moment Strength: Mn= 396163 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.48 IN Steel Required Based on Moment: As(1)= 0.83 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.30 IN2 Controlling Reinforcing Steel: As-regd= 1.30 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. ENV/(7)Min. Reinforcement Area Provided: As= 1.37 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 24.00 IN Footing Design(2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart , Mark Stewart Home Design on: 06-08-2007 ; 5:18:44 PM Project: FOOTINGS-Location: f-25 Summary: Footing Size:4.5 FT x 4.5 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN. O.C. E/W/(7)min. Footing Loads: Live Load: PL= 11000 LB Dead Load: PD= 11000 LB Total Load: PT= 22000 LB Ultimate Factored Load: Pu= 34100 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: Fc= 2500 PSI Reinforcing Steel Yield Strength: Fv= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 4.5 FT Length: L= 4.5 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1086 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Area= 16.3 SF Area Provided: A= 20.25 SF Baseplate Bearing: Bearing Required: Bearing= 34100 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 11840 LB Allowable Beam Shear: vc1= 37868 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 32059 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 230175 IN-LB Nominal Moment Strength: Mn= 396163 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0,48 IN Steel Required Based on Moment: As(1)= 0.79 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.30 IN2 Controlling Reinforcing Steel: As-regd= 1.30 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. E/W/(7)Min. Reinforcement Area Provided: As= 1.37 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 24.00 IN Footing Design 1 2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart, Mark Stewart Home Design on: 06-08-2007 : 5:18:43 PM Project: FOOTINGS-Location: 1-24 Summary: 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. Footing Loads: Live Load: PL= 10000 LB Dead Load: PD= 10000 LB Total Load: PT= 20000 LB Ultimate Factored Load: Pu= 31000 LB Footing Properties: 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= 3.00 IN Footing Size: Width: W= 4.0 FT Length: L= 4.0 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1250 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areq= 14.81 SF Area Provided: A= 16.0 SF Baseplate Bearing: Bearing Required: Bearing= 31000 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vul= 10172 LB Allowable Beam Shear: vcl= 33660 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 28651 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 186000 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)= 0.64 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.15 IN2 Controlling Reinforcing Steel: As-reed= 1.15 IN2 Selected Reinforcement: #4 Bars @ 8.00 IN. O.C. E/W/(6)Min. Reinforcement Area Provided: As= 1.18 1N2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 21.00 IN Footing Design [2003 International Residential Code(01 NDS))Ver: 6.00.81 By: Mark Stewart, Mark Stewart Home Design on: 06-08-2007 : 5:18:43 PM Project: FOOTINGS-Location: f-23 Summary: 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. Footing Loads: Live Load: PL= 9000 LB Dead Load: PD= 9000 LB Total Load: PT= 18000 LB Ultimate Factored Load: Pu= 27900 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: F'c= 2500 PSI Reinforcing Steel Yield Strength; Fv= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 3.75 FT Length: L= 3.75 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1280 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Area= 13.33 SF Area Provided: A= 14.06 SF Baseplate Bearing: Bearing Required: Bearing= 27900 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 8835 LB Allowable Beam Shear: vc1= 31556 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 25495 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 156938 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)= 0.54 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.08 IN2 Controlling Reinforcing Steel: As-regd= 1.08 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. E/W 1(6)Min. Reinforcement Area Provided: As= 1.18 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 19.50 IN Footing Design 12003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart , Mark Stewart Home Design on: 06-08-2007 : 5:18:42 PM Project: FOOTINGS-Location: f-22 Summary: 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. Footing Loads: Live Load: PL= 9000 LB Dead Load: PD= 8000 LB Total Load: PT= 17000 LB Ultimate Factored Load: Pu= 26500 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: Fc= 2500 PSI Reinforcing Steel Yield Strength: Fy= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 3.75 FT Length: L= 3.75 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1209 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Area= 12.59 SF Area Provided: A= 14.06 SF Baseplate Bearing: Bearing Required: Bearing= 26500 LB Allowable Bearing; Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 8392 LB Allowable Beam Shear: vc1= 31556 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53 00 IN Punching Shear: Vu2= 24216 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 149063 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)= 0.51 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.08 IN2 Controlling Reinforcing Steel: As-reqd= 1.08 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. E/W/(6)Min. Reinforcement Area Provided: As= 1.18 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 19.50 IN Footing Design 1 2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart , Mark Stewart Home Design on: 06-08-2007 : 5:18:42 PM Project: FOOTINGS-Location: f-21 Summary: Footing Size: 3.5 FT x 3.5 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN. O.C. E/W/(6)min. Footing Loads: Live Load: PL= 8000 LB Dead Load: PD= 8000 LB Total Load: PT= 16000 LB Ultimate Factored Load: Pu= 24800 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: F'c= 2500 PSI Reinforcing Steel Yield Strength: Fv= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 3.5 FT Length: L= 3.5 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1306 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areq= 11.85 SF Area Provided: A= 12.25 SF Baseplate Bearing: Bearing Required: Bearing= 24800 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 7529 LB Allowable Beam Shear: vc1= 29453 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 22346 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 130200 IN-LB Nominal Moment Strength: Mn= 338532 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.53 IN Steel Required Based on Moment: As(1)= 0.44 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.01 IN2 Controlling Reinforcing Steel: As-reqd= 1.01 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. E/W/(6)Min. Reinforcement Area Provided: As= 1.18 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 18.00 IN Footing Design 1 2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart, Mark Stewart Home Design on: 06-08-2007 : 5:18:41 PM Project: FOOTINGS-Location: f-20 Summary: Footing Size: 3.5 FT x 3.5 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN. O.C. E/W/(6)min. Footing Loads: Live Load: PL= 8000 LB Dead Load: PD= 7000 LB Total Load: PT= 15000 LB Ultimate Factored Load: Pu= 23400 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: Fc= 2500 PSI Reinforcing Steel Yield Strength: Fy= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 3.5 FT Length: L= 3.5 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1224 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Area= 11.11 SF Area Provided: A= 12.25 SF Baseplate Bearing: Bearing Required: Bearing= 23400 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 7104 LB Allowable Beam Shear: vc1= 29453 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 21084 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 122850 IN-LB Nominal Moment Strength: Mn= 338532 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.53 IN Steel Required Based on Moment: As(1)= 0.42 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.01 IN2 Controlling Reinforcing Steel: As-reed= 1.01 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN.O.C. E/W/(6)Min. Reinforcement Area Provided: As= 1.18 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 18.00 IN Footing Design(2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart, Mark Stewart Home Design on: 06-08-2007: 5:18:40 PM Project: FOOTINGS-Location: f-19 Summary: Footing Size: 3.25 FT x 3.25 FT x 12.00 IN Reinforcement:#4 Bars©8.00 IN.O.C. E/W/(5)min. Footing Loads: Live Load: PL= 7000 LB Dead Load: PD= 7000 LB Total Load: PT= 14000 LB Ultimate Factored Load: Pu= 21700 LB Footing Properties: 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= 3.00 IN Footing Size: Width: W= 3.25 FT Length: L= 3.25 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1325 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Area= 10.37 SF Area Provided: A= 10.56 SF Baseplate Bearing: Bearing Required: Bearing= 21700 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 6260 LB Allowable Beam Shear: vc1= 27349 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 19210 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 105788 IN-LB Nominal Moment Strength: Mn= 283066 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.47 IN Steel Required Based on Moment: As(1)= 0.36 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 0.94 IN2 Controlling Reinforcing Steel: As-reed= 0.94 IN2 Selected Reinforcement: #4 Bars 0 8.00 IN.O.C. E/W 1(5)Min. Reinforcement Area Provided: As= 0.98 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 16.50 IN Footing Design 1 2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart , Mark Stewart Home Design on: 06-08-2007 : 5:18:40 PM Project: FOOTINGS-Location: f-18 Summary: Footing Size: 3.25 FT x 3.25 FT x 12.00 IN Reinforcement:#4 Bars @ 8.00 IN. O.C. E/W I(5)min. Footing Loads: Live Load: PL= 7000 LB Dead Load: PD= 6000 LB Total Load: PT= 13000 LB Ultimate Factored Load: Pu= 20300 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: Fc= 2500 PSI Reinforcing Steel Yield Strength: Fy= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 3.25 FT Length: L= 3.25 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1231 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areq= 9.63 SF Area Provided: A= 10.56 SF Baseplate Bearing: Bearing Required: Bearing= 20300 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 5856 LB Allowable Beam Shear: vc1= 27349 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 17970 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 98963 IN-LB Nominal Moment Strength: Mn= 283066 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.47 IN Steel Required Based on Moment: As(1)= 0.34 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 0.94 IN2 Controlling Reinforcing Steel: As-reqd= 0.94 IN2 Selected Reinforcement: #4 Bars @ 8.00 IN. O.0 ENV 1(5)Min. Reinforcement Area Provided: As= 0.98 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 16.50 IN Footing Design 1 2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart , Mark Stewart Home Design on: 06-08-2007 : 5:18:39 PM Project: FOOTINGS-Location: f-17 Summary: Footing Size: 3.0 FT x 3.0 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN.O.C. E/W/(5)min. Footing Loads: Live Load: PL= 6000 LB Dead Load: PD= 6000 LB Total Load: PT= 12000 LB Ultimate Factored Load: Pu= 18600 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: Fc= 2500 PSI Reinforcing Steel Yield Strength: Fy= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 3.0 FT Length: L= 3.0 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1333 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areg= 8.89 SF Area Provided: A= 9.0 SF Baseplate Bearing: Bearing Required: Bearing= 18600 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 5038 LB Allowable Beam Shear: vc1= 25245 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 16095 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 83700 IN-LB Nominal Moment Strength: Mn= 282369 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.51 IN Steel Required Based on Moment: As(1)= 0.28 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 0.86 IN2 Controlling Reinforcing Steel: As-reed= 0.86 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. EMI1(5)Min. Reinforcement Area Provided: As= 0.98 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 15.00 IN Footing Design 1 2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart , Mark Stewart Home Design on: 06-08-2007 : 5:18:39 PM Project: FOOTINGS-Location: f-16 Summary: Footing Size: 3.0 FT x 3.0 FT x 12.00 IN Reinforcement:#4 Bars @ 7.00 IN. O.C. E/W/(5)min. Footing Loads: Live Load: PL= 6000 LB Dead Load: PD= 5000 LB Total Load: PT= 11000 LB Ultimate Factored Load: Pu= 17200 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: Fc= 2500 PSI Reinforcing Steel Yield Strength: Fv= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 3.0 FT Length: L= 3.0 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1222 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areq= 8.15 SF Area Provided: A= 9.0 SF Baseplate Bearing: Bearing Required: Bearing= 17200 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 4658 LB Allowable Beam Shear: vc1= 25245 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear: Vu2= 14883 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 77400 IN-LB Nominal Moment Strength: Mn= 282369 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0,51 IN Steel Required Based on Moment: As(1)= 0.26 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 0.86 IN2 Controlling Reinforcing Steel: As-reqd= 0.86 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. ENV/(5)Min. Reinforcement Area Provided: As= 0.98 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 15.00 IN Footing Design 1 2003 International Residential Code(01 NDS)1 Ver: 6.00.81 By: Mark Stewart, Mark Stewart Home Design on: 06-08-2007 : 5:18:38 PM Project: FOOTINGS-Location: f-15 Summary: Footing Size: 2.75 FT x 2.75 FT x 12.00 IN Reinforcement:#4 Bars @ 6.00 IN. O.C. ENV/(5)min. Footing Loads: Live Load: PL= 5000 LB Dead Load: PD= 5000 LB Total Load: PT= 10000 LB Ultimate Factored Load: Pu= 15500 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: Fc= 2500 PSI Reinforcing Steel Yield Strength: Fy= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 2.75 FT Length: L= 2.75 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1322 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areg= 7.41 SF Area Provided: A= 7.56 SF Baseplate Bearing: Bearing Required: Bearing= 15500 LB Allowable Bearing: Bearing-Allow= 71400 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 3875 LB Allowable Beam Shear: vcl= 23141 LB Punching Shear Calculations(Two way shear): Critical Perimeter Bo= 53.00 IN Punching Shear: Vu2= 13015 LB Allowable Punching Shear(ACI 11-35): vc2-a= 86721 LB Allowable Punching Shear(ACI 11-36): vc2-b= 152873 LB Allowable Punching Shear(ACI 11-37): vc2-c= 74333 LB Controlling Allowable Punching Shear: vc2= 74333 LB Bending Calculations: Factored Moment: Mu= 63938 IN-LB Nominal Moment Strength: Mn= 281545 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0,56 IN Steel Required Based on Moment: As(1)= 0.22 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 0.79 IN2 Controlling Reinforcing Steel: As-reed= 0.79 IN2 Selected Reinforcement: #4 Bars @ 6.00 IN. O.C. ENV 1(5)Min. Reinforcement Area Provided: As= 0.98 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 13.50 IN Note: Plain concrete adequate for bending, therefore adequate development length not required.