29-103 (2) so'C
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®Boise Cascade Double 1 -3/4" x 9 -1/2" VERSA -LAM® 2.0 3100 SP Designs \FB02
1 span I No cantilevers 10/12 slope Tuesday, October 23, 2012
BC CALC® Design Report - US 01 -00 -00 OCS
Build 1757 File Name: BC CALC Project
Job Name: Stevensville Corp Description: Designs \FB02
Address: Specifier:
City, State, Zip: , Designer: Clayton
Customer: Fleury Company: Boise
Code reports: ESR -1040 Misc:
Connection Diagram Disclosure
fit b d Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
4 • • • /� particular application. Output here based
� \ on building code - accepted design
c
properties and analysis methods.
Installation of BOISE engineered wood
• • products must be in accordance with
/ /, current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
a minimum = 2" c = 5 -1/2" (800)232 -0788 before installation.
b minimum = 3" d = 24"
BC CALC ®, BC FRAMER® ,AJSTM',
Member has no side loads. ALLJOIST ®, BC RIM BOARDTM', BCI® ,
Connectors are: 16d Sinker Nails BOISE GLULAMTM', SIMPLE FRAMING
SYSTEM® , VERSA -LAM ®, VERSA -RIM
PLUS® , VERSA -RIM ®,
VERSA - STRAND®, VERSA -STUD® are
trademarks of Boise Cascade Wood
Products L.L.C.
, Y
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® Boise Cascade Double 1 -3/4" x 9-1/2" VERSA -LAM® 2.0 3100 SP Designs1FB02
1 span I No cantilevers ( 0/12 slope Tuesday, October 23, 2012
BC CALC® Design Report - US 01 -00 -00 OCS
Build 1757 File Name: BC CALC Project
Job Name: Stevensville Corp Description: Designs \FB02
Address: Specifier:
City, State, Zip: , Designer: Clayton
Customer: Fleury Company: Boise
Code reports: ESR -1040 Misc:
s w s .j. * 4 w � a 4 � s � w w v v i w = v d� + . et # + T w � j � 4 4 'v dr �s s ® . s
1 1 , i
7 v a v �r '* v. 1 ® v v. r. v 1 v: 4 4 1- a 1 a v 4 Y 4 v t* t v 4.
J 16 -06-00 I/
BO B1
Total Horizontal Product Length = 16 -06 -00
Reaction Summary (Down / Uplift) ( Ibs )
Bearing Live Dead Snow Wind Roof Live
B0, 3 -1/2" 330 / 0 861 / 0
B1, 3-1/2" 330 / 0 861 / 0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf. Area (Ib/ft^2) L 00 -00 -00 16 -06 -00 40 15 01 -00 -00
2 WALL Unf. Lin. (lb/ft) L 00 -00 -00 16 -06 -00 0 80 n/a
Controls Summary Value %Allowable Duration Case Location Disclosure
Pos. Moment 4,644 ft-Ibs 33.3% 100% 1 08 -03 -00 Completeness and accuracy of input must
End Shear 1,035 Ibs 16.4% 100% 1 01 -01 -00 be verified by anyone who would rely on
Total Load Defl. U448 (0.43 ") 53.6% n/a 1 08 -03 -00 output as evidence of suitability for
Live Load Defl. L/1,615 (0.119 ") 29.7% n/a 2 08 -03-00
particular building application. Output sere based
on building code - accepted d design
Max Defl. 0.43" 86% n/a 1 08 -03-00 properties and analysis methods.
Span / Depth 20.3 n/a n/a 0 00 -00 -00 Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
% Allow % Allow building codes. To obtain Installation Guide
Bearing Supports Dim. (L x W) Value Support Member Material or ask questions, please calf
BO Post 3 -1/2" x 3 -1/2" 1,191 Ibs n/a 13% Unspecified (800)232 -0788 before installation.
B1 Post 3 -1/2" x 3-1/2" 1,191 Ibs n/a 13% Unspecified BC CALC®, BC FRAMER ®,AJST"",
ALLJOIST ®, BC RIM BOARDTM', BCI® ,
Notes BOISE GLULAMTM' SIMPLE FRAMING
n meets Code minimum (U240) Total load deflection criteria. P , V RSA RIM®, ,VERSA -RIM
Design ( ) PLUS®,VERSA -RIM ®,
Design meets User specified ([1480) Live load deflection criteria. VERSA - STRAND®, VERSA -STUD® are
Design meets arbitrary (0.5 ") Maximum total load deflection criteria. trademarks of Boise Cascade Wood
Calculations assume member is fully laterally braced. Products L.L.C.
Al se i 7 - --9 F -------)
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