HomeMy WebLinkAboutLA184050 Revised Floor Structure Plan09-06-00
B1 B2
0
1
Total Horizontal Product Length = 09-06-00
Page 1 of 2
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
B2 (Floor Beam)
BC CALC®Member Report Dry |1 span |No cant.December 1,2020 09:52:39
Build 7787
Job name:Plan 3030-B File name:
Address:7738 206th Description:
City,State,Zip:Lakeville,MN Specifier:Job Site
Builder:D R Horton Designer:Anthony Estevez
Code reports:ESR-1040 Company:Boise Cascade
Page 1 of 2
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,3"1900 /0 521 /0
B2,3"1900 /0 521 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 09-06-00 Top 10 00-00-00
1 Standard Load Unf.Area (lb/ft²)L 00-00-00 09-06-00 Top 40 10 10-00-00
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 5304 ft-lbs 38.0%100%1 04-09-00
End Shear 1890 lbs 29.9%100%1 01-00-08
Total Load Deflection L/689 (0.159")34.8%n\a 1 04-09-00
Live Load Deflection L/999 (0.125")n\a n\a 2 04-09-00
Max Defl.0.159"15.9%n\a 1 04-09-00
Span /Depth 11.5
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 3"x 3-1/2"2421 lbs n\a 30.7%Unspecified
B2 Wall/Plate 3"x 3-1/2"2421 lbs n\a 30.7%Unspecified
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (1")Maximum Total load deflection criteria.
BC CALC®analysis is based on IBC 2009.
Design based on Dry Service Condition.
Calculations assume member is fully braced.
Connection Diagram:Full Length of Member
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 2 of 2
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
B2 (Floor Beam)
BC CALC®Member Report Dry |1 span |No cant.December 1,2020 09:52:39
Build 7787
Job name:Plan 3030-B File name:
Address:7738 206th Description:
City,State,Zip:Lakeville,MN Specifier:Job Site
Builder:D R Horton Designer:Anthony Estevez
Code reports:ESR-1040 Company:Boise Cascade
Page 2 of 2
Connection Diagram:Full Length of Member
a minimum =2"c =5-1/2"
b minimum =3"d =24"
Connectors are:3-1/4 in.Pneumatic Gun Nails
15-00-00
B1 B2
0
1
Total Horizontal Product Length = 15-00-00
Page 1 of 2
Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
B4 (Floor Beam)
BC CALC®Member Report Dry |1 span |No cant.December 1,2020 09:53:39
Build 7787
Job name:Plan 3030-B File name:
Address:7738 206th Description:
City,State,Zip:Lakeville,MN Specifier:Job Site
Builder:D R Horton Designer:Anthony Estevez
Code reports:ESR-1040 Company:Boise Cascade
Page 1 of 2
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,3"3000 /0 840 /0
B2,3"3000 /0 840 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 15-00-00 Top 12 00-00-00
1 Standard Load Unf.Area (lb/ft²)L 00-00-00 15-00-00 Top 40 10 10-00-00
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 13690 ft-lbs 64.3%100%1 07-06-00
End Shear 3206 lbs 40.6%100%1 01-02-14
Total Load Deflection L/325 (0.54")73.8%n\a 1 07-06-00
Live Load Deflection L/416 (0.422")86.5%n\a 2 07-06-00
Max Defl.0.54"54.0%n\a 1 07-06-00
Span /Depth 14.8
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 3"x 3-1/2"3840 lbs n\a 48.8%Unspecified
B2 Wall/Plate 3"x 3-1/2"3840 lbs n\a 48.8%Unspecified
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (1")Maximum Total load deflection criteria.
BC CALC®analysis is based on IBC 2009.
Design based on Dry Service Condition.
Calculations assume member is fully braced.
Connection Diagram:Full Length of Member
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 2 of 2
Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
B4 (Floor Beam)
BC CALC®Member Report Dry |1 span |No cant.December 1,2020 09:53:39
Build 7787
Job name:Plan 3030-B File name:
Address:7738 206th Description:
City,State,Zip:Lakeville,MN Specifier:Job Site
Builder:D R Horton Designer:Anthony Estevez
Code reports:ESR-1040 Company:Boise Cascade
Page 2 of 2
Connection Diagram:Full Length of Member
a minimum =2"c =7-7/8"
b minimum =3"d =24"
Connectors are:3-1/4 in.Pneumatic Gun Nails