0042 MEMORIAL DRIVE - LVL Boise Cascade Nffi Double 1-3/4" X 11-7/8" VERSA-LAM® 2.0 3100 SP PASSED
RB01(1) (Roof Beam)
BC CALCO Member Report Dry 11 span I No cant. March 7,2019 10:10:07
Build 7133
Job name: SMITH File name:
Address: Description: I 1 I"):irYi�'/�Li4L l��✓
City, State,Zip: SALEM, MA Specifier:
Customer: Designer:
Code reports: ESR-1040 Company: MOYNIHAN LUMBER BEVERLY
�0
12
t
0
B1 14-00-00
132
Total Horizontal Product Length=14-00-00
Reaction Summary (Down / Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 1134/0 3150/0
B2, 3-1/2" 1134/0 3150/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 1.60% 125%
0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 14-00-00 Top 12 00-00-00
1 Unf.Area(Ib/ft2) L 00-00-00 14-00-00 Back 15 45 10-00-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 14029 ft-lbs 57.3% 115% 4 07-00-00
End Shear 3500 lbs 38.5% 115% 4 01-03-06
Total Load Deflection L/343(0.474") 52.5% n\a 4 07-00-00
Live Load Deflection L/466(0.349") 51.5% n\a 5 07-00-00
Max Defl. 0.474" 47.4% n\a 4 07-00-00
Span/Depth 13.7
%Allow %Allow
Bearing Supports Dim (LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 3-1/2" 4284 lbs n\a 46.6% Unspecified
B2 Wall/Plate 3-1/2"x 3-1/2" 4284 lbs n\a 46.6% 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 (U240)Live load deflection criteria.
Design meets arbitrary(1")Maximum Total load deflection criteria.
Calculations assume member is fully braced.
BC CALCO analysis is based on IBC 2009.
Design based on Dry Service Condition.
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
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Boise Cascade MEN, Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP PASSED
RB03 (Roof Beam)
BC CALCO Member Report Dry 11 span I No cant. March 7, 2019 11:44:34
Build 7133
Job name: SMITH File name: j ,\
Address: Description: �/ EJ'hO2L L Vim`
City, State,Zip: SALEM, MA Specifier:
Customer: Designer:
Code reports: ESR-1040 Company: MOYNIHAN LUMBER BEVERLY
�0
12
1
o __
131 13-06-00
B2
Total Horizontal Product Length=14-01-00
Reaction Summary (Down / Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 940/0 2693/0
B2, 3-1/2" 940/0 2693/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 14-01-00 Top 6 00-00-00
1 Unf.Area(lb/ft ) L 00-00-00 14-01-00 Front 15 45 08-06-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 11974 ft-lbs 97.9% 115% 4 07-00-08
End Shear 2972 lbs 65.5% 115% 4 01-03-06
Total Load Deflection L/200 (0.819") 90.2% n\a 4 07-00-08
Live Load Deflection L/269(0.607') 89.1% n\a 5 07-00-08
Max Defl. 0.819" 81.9% n\a 4 07-00-08
Span/Depth 13.8
%Allow %Allow
Bearing Supports Dim (LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 1-3/4" 3634 lbs n\a 79.1% Unspecified
B2 Wall/Plate 3-1/2"x 1-3/4" 3634 lbs n\a 79.1% Unspecified
Cautions Disclosure
For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not Use of the Boise Cascade Software is
occur. subject to the terms of the End User
For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge License Agreement(EULA).
Completeness and accuracy of input
load. must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
Notes anyone relying on such output as
Design meets Code minimum (U180)Total load deflection criteria. evidence of suitability for a particular
Design meets Code minimum (U240)Live load deflection criteria. application.The output here is based on
building code-accepted design
Design meets arbitrary(1")Maximum Total load deflection criteria.
properties and analysis methods.
Calculations assume member is fully braced. Installation of Boise Cascade
BC CALCO analysis is based on IBC 2009. engineered wood products must be in
accordance with current Installation
Design based on Dry Service Condition.
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call(800)232-0788
before installation.
BC CALCO,BC FRAMER@,AJS-,
ALLJOIST@,BC RIM BOARD TM,BCI@,
BOISE GLULAMTM,BC FloorValue@,
VERSA-LAM@,VERSA-RIM PLUS@,
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