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0F' R T E ® MEMBER REPORT second Floor,FB-2 PASSED <br /> !�1■ V 1 1 piece(s) 3 1/2"x 9 1/4" 2.0E Parallam® PSL <br /> • Overall Length:4'6" <br /> 4 M !C.C k �s -^ t4 t% C ',z4 �fi <br /> [Y'�uy�?�' xf cit s4�.�����te�"Yt„K�.'�j �.Y� '4"�F`�...� 1" � ".'y,Y"� G�.a'`h a <br /> 4Tis-. + r t Sc r "R:A way`, zl o- , - r 'gx-644,0:441,t a r- rc: a�i- i <br /> rit* <br /> p3 " s�}.--,rz aYn _iA3". ' ,,, Y a.. .K x+ C NtOn itis r�.:tv g. r; 0 <br /> yz <br /> ,r 4' X <br /> D gl <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design:Results; A:ctualaiLocation Alloedw ;>. :.r It WI.;..tad <br /> oCombination(tame<n)t. ...'. System:Floor <br /> Member Reaction(lbs) 1833 @ 1 1/2" 6563(3.00") Passed(28%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(lbs) 1717 @ 1'1/4" 6259 Passed(27%) 1.00 1.0 D+1_0 L(All Spans) Building Use:Residential <br /> Moment(Ft-ibs) 3608 @ 2'3" 12416 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Dai.(in) 0.025 @ 2'3" 0.142 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Deft.(in) 0.034 @ 2'3" 0.213 Passed(L/999+) — 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL([/360)and TL([/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 4'6"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'6"o/c unless detailed otherwise. <br /> - Beanng Lengtit �; ','1_oadsSuSupports(Ib) - <br /> StiPPo.:I* <br /> ; Trial Available Requrr4l. Dead 7ota1 Anes <br /> 1-Trimmer-HF 3.00" 3.00' 1.50" 479 1355 1834 None <br /> 2-Trimmer-HF 3.00" 3.00" 1.50" 479 1355 1834 None <br /> nbnfary Dead: floor Live <br /> Loads-:::: . ....Iraklion title)- TWidth i(ago) (1 ) Comments <br /> 0-Self Weight(PLF) 0 to 4'6" N/A 10.1 <br /> 1-Uniform(PSF) 0 to 4'6"(Front) 2' 12.0 40.0 Residential-Uving <br /> 2-Point(Ib) 2'3"(Front) N/A 804 2349 <br /> Ylleyerhaenser:Nates. i.. (I)SUSTA1NASLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design <br /> professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is <br /> compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES <br /> under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, <br /> Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 7/17/2017 2:39:42 PM <br /> Forte v5.3,Design Engine:V7.0.0.5 <br /> ---- <br /> Sound Structural Solutions Rockefeller Rehab.4te <br /> (425)778-1023 <br /> tfiie@ssseng.com - j Page yeti <br />