HomeMy WebLinkAboutLVL SPECS 122922 S
Bels Cascade'�T5 Double 1-3/4" x 18" VERSA-LAM® LVL 2.1E 3100 SP
ENGINEERERB01 (Roof Flush Beam)
BC CALL®Member Report Dry 11 span I No cant. December 29, 2022 Os
Build 8435
Job name: 11 Danbury Street File name:
Address: 11 Danbury Street Description:
City, State,Zip: South Yarmouth, MA Specifier:
Customer: Ferullo Designer: Kevin Lonkart
Code reports: ESR-1040 Company: Mid Cape Home Centers
0
12
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
22-00-00 k
B1 B2
Total Horizontal Product Length=22-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 2016/0 3630/0
82, 3-1/2" 2016/0 3630/0
Load Summary Live Dead Snow Wind Roofv Tributary
Lie
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 22-00-00 Top 18 00-00-00
1 Roof Unf.Area(Ib/ft2) L 00-00-00 22-00-00 Top 15 30 11-00-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 29771 ft-lbs 55.5% 115% 4 11-00-00
End Shear 4726 lbs 34.3% 115% 4 01-09-08
Total Load Deflection L/346 (0.748") 52.1% n\a 4 11-00-00
Live Load Deflection L/537 (0.481") 44.7% n\a 5 11-00-00
Max Defl. 0.748" 74.8% n\a 4 11-00-00
Span/Depth 14.4
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 3-1/2" 5646 lbs n\a 61.4% Unspecified
B2 Wall/Plate 3-1/2"x 3-1/2" 5646 lbs n\a 61.4% 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 2009.
Calculations assume member is fully braced.
®Ica Double 1-3/4" x 18" VERSA-LAM® LVL 2.1E 3100 SP PASSED
ENGINEERE D WOOD PRODUCTS
RB01 (Roof Flush Beam)
BC CALC®Member Report Dry I 1 span I No cant. December 29, 2022 09:31:13
Build 8435
Job name: 11 Danbury Street File name:
Address: 11 Danbury Street Description:
City, State,Zip: South Yarmouth, MA Specifier:
Customer: Ferullo Designer: Kevin Lonkart
Code reports: ESR-1040 Company: Mid Cape Home Centers
Connection Diagram: F ull Length of Member
rib .,r d —pim-
a
c •
• I_— •• •
-IN- e L.,_
a minimum = 1-3/4" c= 14-1/2"
b minimum =6" d =24"
e minimum = 1"
Calculated Side Load =0.0 lb/ft
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are: FMFL312
Disclosure
Use of the Boise Cascade 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®,AJSTM,
ALLJOIST®, BC RIM BOARDTM, BCI®,
BOISE GLULAMTM,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
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