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REVIEWED FOR CODE COMPLIANCE
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Permit#: lit 2O(-73--
Address: '15 S (IAlai .Efl —
Suite#:
By Dates 6:,[81(-s
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MEMBER REPORT Level,Floor:Drop Beam PASSED
1 piece(s)5 1/2"x 9"24F-V4 DF Glulam
Overall Length: 13 7 0
1300
Q
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Acbd•Loon Allowed Result LOF Load:Combination(Pattern) System:Floor
Member Reaction(Ibs) 2907 @ 0 2 0 8181(3.50") Passed(36%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam
Shear(Ibs) 2461 @ 1 0 8 8745 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Pos Moment(R-lbs) 9393 @ 6 9 8 14850 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) ' Building Code:IBC
Live Load Defl.(in) 0.369 @ 6 9 8 0.442 Passed(L/431) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO
Total Load Dell.(in) 0.494 @ 6 9 8 0.663 Passed(L/322) -- 1.0 D+1.0 L(All Spans)
•Deflection criteria:LL(1/360)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 13 7 0 o/c unless detailed otherwise.Proper is required to achieve member stability. open attachment and positioning of lateral
•Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13 3 0.
•The effects of positive or negative camber have not been accounted for when calculating deflection.
•The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer.
•Applicable calculations are based on NDS 2005 methodology.
Bearing Length Loads to Supports(Ibs) -
Supports Total Available Required Dead Lio a Total Accessories
1-Stud wall-SPF 3.50" 3.50" 1.50" 734 2173 2907 Blocking
2-Stud wall-SPF 3.50" 3.50" 1.50" 734 2173 2907 Blocking
•Blocking Panels are assumed to carry no loads applied directly above then and the lull load is applied to the member being designed.
Tributary Dowd Floor Live
Loads Location Width (0.90) (1.00) Comments
1-Uniform(PSF) 0 0 0 to 13 7 0 8 0 0 12.0 40.0 Residential-Irving
Areas
Weyerhaeuser Notes
("SUSTAINABLE SUSTAINABLE FCRESThy INiT!ATIVF •
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.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.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator 61112015 2:06:36 PM
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