23A-221 (2) A V MEMBER REPORT Level,Floor:Drop Beam PASSED
r 2 piece(s)13/4"x 9 1/2"2.0E Microllam®LVL
Overall Length: 18'9"
0 0
r. ,r
9'4 1/2" 9'4 1/2"
a a a
All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual
Design Results Actual 0 Location Allowed Result LDF Load;combination(Pattern) System:Floor
Member Reaction(Ibs) 10995 @ 9'4 1/2" 14875(10.00") Passed(74%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam
Shear(Ibs) 4343 @ 10'7" 6318 Passed(69%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) -10124 @ 9'4 112" 11775 Passed(86%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.160 @ 14'2 13/16" 0.307 Passed(L/691) 1.0 D+10 L(Alt Spans) Design Methodology:ASo
Total Load Defl.(in) 0.219 @ 14'4 3/8" 0.460 Passed(L/505) 1.0 D+1.0 L(Alt Spans)
•Deflection criteria:LL(1/360)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 10'13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Bearing Loads to Supports(lbs)
Supports Total AvaBaWe Required Dead im l v Total Accessories''
1-Stud wall-SPF 3.50" 3.50" 2.56" 1264 2542/-349 3806/-349 Blocking
2-Stud wall-SPF 10.00" 10.00" 7.39" 4019 6975 10994 Blocking
3-Stud wall-SPF 3.50" 3.50" 2.56" 1264 2542/-349 3806/-349 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary Dead ;, Floor dive
Loads Locatlon voider (&90) ' (1,00) comments
1-Uniform(PSF) 0 to 18'9" 6'3" 10.0 30.0
2-Uniform(PSF) 0 to 18'9" 13'6" 15.0 31.0
3-Uniform(PLF) 0 to 18'9" N/A 75.0 - JJ'��
Weyerhaeuser Notes {x�)SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y
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 far 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 with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The product application,input design loads,dimensions and support information have been provided by Rebecca @ Fleury Lumber
Forte Software Operator ,lob Notes 11/212015 7:25:14 AM
David Stacey Baker Forte v5.0,Design Engine:V6.4.0.40
Bluel-inxCo Northampton 151102-Fleury Lumber-Baker Northampton-Rebecca-
(868)676-9417 David.4te
C)avid.Stacey@BlueLinxCo.com
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FORTE * JOB SUMMARY REPORT
111 ,1 151102-Fleury Lumber-Baker Northampton-Rebecca-David.4te
Member Name Results- Current Solution Comments
Floor:Drop Beam Passed 2 Piece(s)13/4"x 9 1/2"2.0E Microllam®LVL
Forte Software Operator Job Notes 111212015 7:25:14 AM
David Stacey Baker Forte v5.0,Design Engine:V6.4.0.40
BlueLinxCo Northampton 151102-Fleury Lumber-Baker Northampton-Rebecca-
(888)676-941; David.4te
David.Stacey @BlueLinxCo.cram
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