8109 FLORIDA DR 2025-09-11 - Laserfiche WebLink

`�TORTEWEB MEMBER REPORT PASSED MAIN,JST#2 1 piece(s)13/4"x 7 1/4"2.0E Microllam@ LVL @ 12"OC Overall Lengtt 14'4" 2' v Drawing is Conceptual.Alf locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. i Design_Results I Acbmil 0 Location I Avowed �ttwlYdt LDtr Load.-tvatbload"(Panere) Member Length:14'2 3f4" S tem:Floor o . . Ys l Member Reaction .-~1 1 4" 2 �e e (bsl ) 0 6 @ 12'_2 i/ _ _603(3;54) Passed(......._._...........__.......-1.0 D..0.75 L+.0,75..(All Spans) Member Type:3oist Shear fibs) 677 12'11 L/4" 2772 (Passed(24%) 1.15 1.0 D+1,0 S(AII Spans) .. _._-__ _ _..._.._....._-_.__t_.—�_.._._..--.-. ---'...............__.. Building Use:Residentlal ...w... .._...... . ....... _.._..-..... ; Moment(Ft-lbs) 1362�O t2'2 114" 2345 Passed(58%), 1.15 1.0 D+1.0 S(AII Spans) Building Code:IBC 2018 i -•-- ._.._.---_._.........�--------- — ------_..._ i L;ve Load Den.(in) 0.107 @ 14'4' 0.200 Passed(2L/480) - 1.0 D+1.0 S(All Spans) Design Methodology ASD ..................Den,(in)........................_...____.1 _. Passed(2L/296) 1.0 D+1.0 S(AII Spans) Tob!Load Deft.(in) 0:179 @.14'4"....... .�....._...0.215_.........._._.._.. -- 296............................. T]Pro""Rating ..................................._4S ! .. 40_........... Pa59ed.....- ._.._.._............---.......I ._ _— -- ---....----- — •Deflection criteria:LL(L/480)and TL(1,1240). •Overhang defteclicn criteria:ILL(0.2")and TL(2t./240;. •A 4%increase in the moment capacity has been added to account for repetitive member usage. •A 44.9%decrease in the moment capacity has been added to account for lateral stability. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge"Panel(24"Span Rating)that is nailed down. •Additional considerations for the TI-Pro'"Rating include:None. Isuppoats TOW I Available 'NMuinif DYd Pbb►Liirr"°1146fLhE 4tnOw I PaLibotad l 1•Stud Wall-SPF 3.5g' 2.25" 1.501, 22 2481-4 -49 I -64 2701-39 E 1 1/4"Rim Board .......1.1...._.................................. 2-Stud wall•SFF 3.50" 3.50" 1.50" 448 333 339 424 1016 Block - ... . I, - •Rim Board is assumed to carry all leads acipsed dinaLly abtiv*@,Irycim-asstag the enembe,bet"g design-d. Blocking Panels are assumed to carry no bads applied dire_+.ly above them and the full load is applied to the member being designed LateralBradnJZ ITop Edge(Lu) Continuous Bottom Edge(Lu) End Bearing Points DMd PlloWLhe:::.,:.: iR 1ivR::... Verde Loalds L906"(Stile) . Jpadrig {ago) {1,9ii) _ _ �I_ . 1-Uniform(PSF) 0 to 14'4" 12" 12.0 40.0 FLR l 2-Point(PLF) _14'2 112" ; 12" 80.0 •__ Wall { 13 Pa (iFF) _ 14 2 1/2' F2" 218.0 290.0 362.5 l Roof _WeyerhaettW Mutes... :r Weyerhaeuser v rr v is ant.flit[the shin of i products Tilt in ace with W r q is p oil be accordance tt Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the 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 i responsible to assure that this calculation is compatible with the overall protect.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufaCSUrr'..d at Weyerhaeuser facilities are third-party certified to sustainable forestry stardards.Weyerhaeuser Engineered Lumber Products have been evaluated by 1CC-ES under evaluation report.ESR-1153 and ESR-F387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports.Weyerhaeuser product literature and installation details reFer t0 i mvw.weyerhaetiser.com/wmdproducts/document-library. f The product application,input design roads,dimensions and support information have been provided by ForteWEB Software Operator ._......................._......-_.i ForteWES software operator Job notes 3/21/2024 11:17:04 PM tJTC —...._.._.. _.........................................r.._......__.....—._............._..._.__............. ...._...................; Chris Lalonde Structural Design associates F-orteWEB v3,7,Eng!ne:V8.4.0.40,Data:V8.I.5.0 (425)339-0293 clalonde@sdaeverett.com •kr,.i.,l;,_�,,v,. File Name: 10012 Page 6/13