8109 FLORIDA DR 2025-09-11 - Laserfiche WebLink

�:FORTEWEB MEMBER REPORT PASSED MAIN,)ST#4 1 piece(s) 13/4"x 71/4"2.0E Microllam@ LVL Overall Length.14'4' V i I, 11'9" 2 I11 j F-'] Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Resulb I Actual a Location Aeowad RaaulE LbF j-Lwd:cdttib�Wt -(Paba n) Member Length:14'4" Member Reaction(Ibs) 1256 @ 12'2 1/4" 2481(3.5W) :Passed(51a/o) 1.0 D+0.75 L+0.75 S(All Spans) system:Flax - --.._............_.._............. .. _ , _.. Member Type Dr Beam Shear(Ibs) 778 @ 12'11 1/4" 2772 _____ �— __ _..._._..._.. ......_..._..__.__._. __�__ Passed(28%) 1.15 1.0 D+1.0 S(All Spans) y�Building Use.Residential .tsil Moment(Ft-Ibs) -1563 @ 12'2 1/4" 2327 Passed(67%) 1.15 �1:0 D+1.0 S(All Spans) Building Code:isC 2016 ............--............-...----- - t - Live Load Defl.(ill) 0.137 @ 14'4" 0.200 --_,Passed(2L/376) ! - _._ 1.0 0+1.0 S(All 5panS) Design Methodology:ASD ----- — Total Load Den,(in) 1 0.211 @ 14'4" 0.215 Passed(2Lf244) 1.0 D+1.0 S(All Spans) I._........I....__.....�__ __ __._ .. - -- - •Deflection criteria:LL(L/360)and TL g 240). •Overhang defection criteria:LL(0.2")and TL(21/249). •A 43.1%decrease in the moment capacity has been added to account for lateral stabiPty. searing_ T Loath to Supporb(Ibis) Taw AvaUable t ( 1 'Supports I i ka4Wiad r Dead Moir Live Roof Lira L stud wall-bif 3.50 3 50' i ry 1.50" � 60 329/1fl ) 55 69 390h8 frocking _...._ — r... .. .. ,. _. 2 Stud hall-HF 3.Se i 3 56' 1.77" 56S 445 381 477 I 1256 Blocking ..s_............................. ---__..___. •Bkx k r:'g llam K are assrmied to carry no loads applied directly above them and the full load is applied to the member tieing designed. Lateral SraClltg I sAdag TaOwrsb l Top Edge(Lu) C.11 uous i I Bottom Edge(Lu) � End Beating Points --_�•_____�_� 1 na.d6 riaot ura—T- ardor u:: sndnr Vertkal Loads i Location(side3 ' : y fr (090) (L90) ' (t") ALL Coa�tttrul . Epfidth 0-Self weight(PLF) 0 to 14'W' N/A 3.7 t-- - _ �—-— - _.-._..............._ `V1N-Uniform(PSF) 0 to 14'4"(Front) 1'4' 12A 10.0 ! - �-.__.. - Floor _..._......._...........-.........................._...._........_....._._. 2-Point(PLF} 14'2 1/2"(Front) B' 10.0 ! ] Wall ... ..._.__..:.._.....--------------+_................................_-., _ 3•Pont(lb) 14'2 112"(Front) Linked from:td/A 263 3z6 405 RB#2,Support 1 We rhaausee'Motes Weyerhaeuser warrants that the sizino of its products will be in accordance wdh Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims arty other warranties related to the sutware.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,budder or framer is j responsible to assure that this calculation is compatible with the overall project.Accessorles(Rim Board.Blocking Panels and Squash Blocks)are rot designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered'camber products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.for mr fent Code evaluation reports.Weyerhaeuser product literature and installation details refer to envYv.weyerhaeuser.comfwoodproducWdocument-library. ! TI-,product application,input design loads,dariensions and support information have been provided by ForteWEB Software Operator j forteWESSoNw are Opera, IJobNotes 3/21/2024 11:17:04 PM lffC _._..................._...... Chris Lalonde `Structural Design Associates I(425)339-0293 i FOrteWE6 v3,7,Englrbe:V8.4.0,40,Data;V8.1.5.0 ` cwa3 de@sdaeverett.wrn I .._ File Name:10012 .................... -----.._.__.._....._--- .._...................._............. Page 8/13