Plans a n t
n 0
n
NEW 312"X11718" G
GLULAM HEADEP.
EXIST 6030 y EXIST 6030
9
^z
EXIST 13'X82" - l
NEW RO 141"X 80" _
7' EXIST
6030 EXIST EXIST 6068 4066 EXIST 6030
2868 DOOR WINDOW
SP
NEW 3 112"X 11718"GLU LAM HEADER
NEW RO 141"X 80"
21'10"
NORTH
FRONT
25'
PROPOSED WORK
I 51,
F O R T E S MEMBER REPORT Level, Wall:Header PASSED
1 piece(s)3 1/2"x 117/8"24F-V4 DF Glulam
?. Overall Length: 13 0 0
—MINIM
E
—
+ +
0 0
� -
i
� 1260
All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.
rnq _
a ._e System:Wall
Member Reaial n(lbs) 6516 @ 0 18 6825(3.00") Passed(95%) 1.0 D+1.0 S(All Spans) Member Type:Header
Shear(lbs) 5670 @ 12 14 8444 Passed(67%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Pos Moment(Ft-lbs) 17994 @ 5 7 5 18920 Passed(95%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC
Live Load Defl.(in) 0.357 @ 6 3 12 0.425 Passed(L/429) 1.0 D+1.0 S(All Spans) Design Methodology:ASD
Total Load Defl.'in) 0.606 @ 6 3 13 0.637 Passed(L/253) 1.0 D+1.0 S(All Spans)
• Deflection criteria:LL(L/360)and TL(L/240).
Bracing(Lu):AH compression edges(top and bottom)must be braced at 9 9 9 o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracmg is required to achieve member stability.
Critical:positive moment adjusted by a volume factor of 1.00 that was calculated using length L=12 9 0.
The effects of positive or negative camber have not been accounted for when calculating deflection.
The specified g141am is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer.
•Applicablecalculations are based on NDS.
_._....................... �..e-:.
# -
'' ................... - .......k�
1 rimmer-SPF 3.00" 3.00" 2.86" 2676 3839 6515 None
2-Trimmer-SPF 3.00" 3.00" 1 2.22" 2079 2961 5040 None
.. _ .
a._
1-Uniform4PSF) 0 0 0 to 13 0 0 1600 17.0 25.0 Residential-Living
Areas
2-Point(lb) 3 0 0 N/A 1088 1600
___,a � "........ ..__...._a _.._..._.._ .__�,_ .a. .... ......_e..._ a.._....._- ,.....-.,:. �'..`.. ......_. ...._.__ (Z .SUSTAINABLE FORESTRY INITIATIVE
Weyefhaeusgr warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 11
Weyerhaeus(#expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.wood6 wy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in
accordance v4th applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The productr*plication,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte software Operator Job Notes 12/22/2015 9:53:30 AM
Jeff Harris Forte v5.0,Design Engine:V6.4.0.40
Parr Lumber
(503)209-7759
jeff.harris@parr.com
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