HomeMy WebLinkAboutLA200505 Permit PackGA
12/10/21
Plans3-28-2022 Emailed
200505
$730.43
27000
434.50
282.43
13.50
730.43
x
x
x
x
x
x
x
Gene Abbott 3/28/22
Planning approved 3/28/22
10280 S. Oak Shore Dr.Justin AndersonLakeville, MN 55044651-331-6135city sewer and waterBProvide copy of city approved planson the job site for the inspectorConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/28/2022gabbott
10280 S. Oak Shore Dr.Justin AndersonLakeville, MN 55044651-331-6135See structuraldrawingsSpray foambeing used asper contractor
10280 S. Oak Shore Dr.Justin AndersonLakeville, MN 55044651-331-6135Emergency escape and rescue window required inall bedrooms. 44" maximum sill height, minimum 5.7square feet opening, minimum clear opening heightof 24 inches, minimum clear opening width of 20inches. operational from inside of room without keys,tools or special knowledge.529.45 sf
See included beam calcs
for revised beam at
existing house wall for
new openings in the wall.
Item not found.
Provide design data
Item not found.
Provide design data
CB66 as per engineer email
information submitted
3/19/21
0
12
09-05-00 09-05-00
B1 B2 B3
0
1
Total Horizontal Product Length = 19-04-00
Page 1 of 2
Triple 1-3/4"x 7-1/4"VERSA-LAM®LVL 2.1E 3100 SP
RB01 (Roof Drop Beam)
BC CALC®Member Report Dry |2 spans |No cant.May 5,2022 10:13:08
Build 8381
Job name:Justin Anderson File name:Justin Anderson Roof Beam Calc
Address:10280 S.Oak Shore Dr Description:
City,State,Zip:Lakeville,MN,55044 Specifier:Job Site
Customer:Arrow -Red Wing 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"1246 /0 2271 /0
B2,3-1/2"3907 /0 6610 /0
B3,3"1246 /0 2271 /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 19-04-00 Top 11 00-00-00
1 Standard Load Unf.Area (lb/ft²)L 00-00-00 19-04-00 Top 20 35 16-00-00
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 6298 ft-lbs 43.6%115%7 03-11-09
Neg.Moment -9816 ft-lbs 67.9%115%9 09-08-00
End Shear 2756 lbs 33.1%115%7 00-10-04
Cont.Shear 4590 lbs 55.2%115%9 08-11-00
Total Load Deflection L/428 (0.266")42.1%n\a 8 14-10-15
Live Load Deflection L/624 (0.182")38.5%n\a 10 04-06-00
Total Neg.Defl.L/999 (-0.002")n\a n\a 8 09-02-10
Max Defl.0.266"26.6%n\a 7 04-05-01
Span /Depth 15.7
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 3"x 5-1/4"3517 lbs n\a 29.8%Unspecified
B2 Wall/Plate 3-1/2"x 5-1/4"10517 lbs n\a 76.3%Unspecified
B3 Wall/Plate 3"x 5-1/4"3517 lbs n\a 29.8%Unspecified
Cautions
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not
occur.
For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge
load.
Notes
Design meets Code minimum (L/180)Total load deflection criteria.
Design meets Code minimum (L/240)Live load deflection criteria.
Design meets arbitrary (1")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2018.
Calculations assume member is fully braced.
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
Triple 1-3/4"x 7-1/4"VERSA-LAM®LVL 2.1E 3100 SP
RB01 (Roof Drop Beam)
BC CALC®Member Report Dry |2 spans |No cant.May 5,2022 10:13:08
Build 8381
Job name:Justin Anderson File name:Justin Anderson Roof Beam Calc
Address:10280 S.Oak Shore Dr Description:
City,State,Zip:Lakeville,MN,55044 Specifier:Job Site
Customer:Arrow -Red Wing Designer:Anthony Estevez
Code reports:ESR-1040 Company:Boise Cascade
Page 2 of 2
Connection Diagram:Full Length of Member
a minimum =2"c =2-1/4"
b minimum =3"d =24"
e minimum =3"
Calculated Side Load =0.0 lb/ft
Nailing applies to both sides of the member
Connectors are:3-1/4 in.Pneumatic Gun Nails
0
12
07-00-00 07-00-00 07-00-00
B1 B2 B3 B4
0
1
Total Horizontal Product Length = 21-06-00
Page 1 of 2
Triple 1-3/4"x 7-1/4"VERSA-LAM®LVL 2.1E 3100 SP
RB01 (Roof Drop Beam)
BC CALC®Member Report Dry |3 spans |No cant.May 4,2022 12:52:46
Build 8381
Job name:Remodel -Roof Header File name:
Address:Description:
City,State,Zip:Specifier:Chris N.
Customer:Arrow -Red Wing 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"942 /0 1653 /0
B2,3-1/2"2402 /0 4227 /0
B3,3-1/2"2402 /0 4227 /0
B4,3"942 /0 1653 /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 21-06-00 Top 11 00-00-00
1 Standard Load Unf.Area (lb/ft²)L 00-00-00 21-06-00 Top 20 35 15-00-00
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 3553 ft-lbs 24.6%115%11 18-05-02
Neg.Moment -4266 ft-lbs 29.5%115%13 07-03-00
End Shear 1880 lbs 22.6%115%10 00-10-04
Cont.Shear 2929 lbs 35.2%115%12 15-00-00
Total Load Deflection L/999 (0.093")n\a n\a 11 18-00-12
Live Load Deflection L/999 (0.061")n\a n\a 15 03-05-15
Total Neg.Defl.L/999 (-0.004")n\a n\a 11 13-03-11
Max Defl.0.093"n\a n\a 11 18-00-12
Span /Depth 11.7
Bearing Supports Dim.(LxW)Value %AllowSupport %AllowMember Material
B1 Wall/Plate 3"x 5-1/4"2594 lbs n\a 22.0%Unspecified
B2 Column 3-1/2"x 5-1/4"6628 lbs n\a 48.1%Unspecified
B3 Column 3-1/2"x 5-1/4"6628 lbs n\a 48.1%Unspecified
B4 Wall/Plate 3"x 5-1/4"2594 lbs n\a 22.0%Unspecified
CautionsForroofmembers with slope (1/4)/12 or less final design must ensure that ponding instability will not
occur.
For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge
load.
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
Triple 1-3/4"x 7-1/4"VERSA-LAM®LVL 2.1E 3100 SP
RB01 (Roof Drop Beam)
BC CALC®Member Report Dry |3 spans |No cant.May 4,2022 12:52:46
Build 8381
Job name:Remodel -Roof Header File name:
Address:Description:
City,State,Zip:Specifier:Chris N.
Customer:Arrow -Red Wing Designer:Anthony Estevez
Code reports:ESR-1040 Company:Boise Cascade
Page 2 of 2
NotesDesignmeets Code minimum (L/180)Total load deflection criteria.
Design meets Code minimum (L/240)Live load deflection criteria.
Design meets arbitrary (1")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2009.
Calculations assume member is fully braced.
Connection Diagram:Full Length of Member
a minimum =2"c =2-1/4"
b minimum =3"d =24"
e minimum =3"
Calculated Side Load =0.0 lb/ft
Nailing applies to both sides of the member
Connectors are:3-1/4 in.Pneumatic Gun Nails