8109 FLORIDA DR 2025-09-11 - Laserfiche WebLink

�<IFORTEWEB MEMBER REPORT PASSED MAIN,Ml3#1 1 plece(s)4 x 8 HP No.2 Overall Length.3'8" + a ti L ;?E Drawing Is Conceptuat.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. DeSI R�f111�S Acblwf 0 Lo otbri Adorned Roma LDF lAw1:Cond igatlea(Mwill 4ember Length.3 8" I Member Reaction(Ibs) 2983 @ 1 1/2" 4253(3.00") Passed(70°h) 1 1.0 D+0.75 L+0.75 S(Ail Spans) system:wall[ ............._..... ........_....---.._._...._...,..........._...._ _......._.-..-.... Member Type Header Shear Otis) 1652 @ 10 1/1" 2538 ,Passed(65%) 1�.00 Building Use:Reslden8al 1.0 D+1.0 L(All Spans) a_.._._.._.___._...._..........._....___...................---- - Moment(Ft-Ibs) _I 1830 C V!Y' 28M Passed{65%) 1.00 1.0 D+1.0 L(All Spans) Building Cade:IBC 2018 Live Load DeM.(in) 0.019 @ 1'10, 0.114 i Passed(Ll999+) 1.0 D+0.7S L+0.75 S(AIR Spans) Design Methodology:ASD Total Load Defl,(in) 0.030 9 1'10" 0.171 f Passed(1.1999+) 1.D D+0.75 L+0,75 S(Alt Spans) -- - Defledion adeRa LL(4'360)and TL(14240). •A 0.5%decrease in the moment capacity has been added to account for lateral stability. .Applicable calculations are based on NOS. i Morinp Lendth __ iAtido to supporfa ON) j sup Toot AwlMbla! Ro9uiiad Dasd FkorLM' Rao/Lies Sno+r FaACEpt�d EAccesawiea - 1. (___I_ __,. .. i 1-Trimmer-HF- I 3.00" �3.00 r�2.I0 1179 1 1441 I 642 964 2983 None i.2-Trimmer-HF 3.00" 3.00� 2.ip" i 1179 i 1441 ' 642 964 ' 2983 None k IadtOral Sraa17 B Too Edge(Lu) End Bearing Points �'Softm Edge(Lu) End Bearing Paints I ...._..._. ... ._. _- - ------ - ._•.....__...__.i ROWiira rirleiltayWkNh VeitiCal!Odds Locatba Oillftati 0•SeEF We ght rPLF) 0 N/A 6.4 �.........-_._..._ ...._......................__......._.t........_....._......-. -.._...._... I-Uniform(PLF) 0 to 9 114" € N/A 446.0 333.0 339.0 424.0 f 5up�pwt 2 Link JST# _......................................_.____.__.. ........................ ... .... -_..._...._...--- 2-Point(lb) 9 1/4" N/A 5-65 445 381 477 Linked from: I JSr+k4,Support 2 _...-.................._.............. _._..- _ ---- It_......._........ ...._ 3-Uniform(PLF) 9 114"to 2'10 3/4" N/A 1 193.5 1 3no I Linked d,from: ro .1 Support 2 4-Point(lb) I T 10 314" N/A 565 445 I 381 477 Linked from: JSr#4,Support I 5-Uniform(PLF) 2'10 3/4"to 3'8" I N/A 448.0 31 339-11 424.0 Linked from:Support 2 .._v_............_.........._.......----.-..______. . .........._..-------- 6 Unlform(P5F) 0 to 3'8" 3'6` 8.0 d 60.0 25.0 ;Deck t W kggw Notts 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 ? i related to the software.Use of this software is not intended to circumvent the need`or a design professional as determined by the authority having jurisdiction.The designer of record,builder or Kamer is responsible to assure that this calculation is compatible with the overall protect.Accessories(Rile Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by tCC-ES under evaluation reports ESR-I153 and ESR-1387 4. and/or tested in accordance with applicable.ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and irutaliaton details refer to wvrw.r,eyerhaeuser.com/woodprgduL4sidocumertt•library. LThe product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator i _.................v...._ ......._. _,.....,_.._..._. ---- ForteWES Software Operator 'lab Ncites I_ - ---......_........_....:... 3/21/2024 11:17:04 PM llTC Chris Lalonde 'Structural Design Associates ForteWEB 0.7,Engine:V8.4.0.40,Data:VS.1.5.0 :(425)339-0293 clalonde@sdaeverett.cvm X'4evcrhaco>ef File Name:10012 Page 10/13