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�F 0 R T E � MEMBER REPORT LowerLevel, Wdwhdr8edroom PASSED � <br /> 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrand� LSL <br /> over�u�r�n:s�s• <br /> + + <br /> 0 0 <br /> � s, � <br /> a a <br /> All locations are measured from the oufside face of left support(or left cantilever end).All dimensions are horizontal.;Drawi�g is Conceptual <br /> 1M�1�� M119+Mtid , �,; .W1F �.O�u: . ,' �D system:wa�� <br /> Member Reaction(Ibs) 7068 @ 6'41/2" 7613(3.00") Passed(93%) -- 1.0 D+0.75 L+0.75 S(All Spans) rtember rype:Header <br /> Shear(Ibs) 5121 @ 5'S 1/2" 7902 Passed(65%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building use:Residendal <br /> Moment(Ft-Ibs) 7579 @ 3'6 3/8" 10422 Passed(73%) 1.00 1.0 D+1.0 L(All Spans) Building cade:�sC <br /> Live Load Defl.(in) 0.114 @ 3'4 5/8" 0.208 Passed(U655) -- 1.0 D+0.75 L+0.75 S(All Spans) �si9n Methodology:ASD <br /> Total Load Defl.(in) 0.188 @ 3'4 11/16" 0.313 Passed(U399) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> •Deflectlon crReria:LL(LJ360)and TL(U240). <br /> •Bracirg(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positloning of lateral <br /> bradng is required to achfeve member stability. <br /> pewinp •.,.:i�Olds�q Sappa�s�bs) ; <br /> �1{1�Q1�". ' . �TOti11 �1r�NidliO'� ��leqldlld `.:."�YA .'����� �:.TJDRW ���z YOW - AQpepPfi'!��� � <br /> 1-Trimmer-SPF 3.00" 3.00" 1.82" 1691 2925 680 5296 None <br /> 2-Trimmer-SPF 3.00" 3.00" 2.79" 2817 2925 2743 8485 None <br /> t�bulary Dead `Fboliive SnOw <br /> L08d8 iocetlon �IYidtl� (0.90) (�.00) (Llb7 CAmmeMs <br /> 1-Uniform(PSF) 0 to 6'6" 16'6" 15.0 40.0 - Maln level floor load <br /> 2-Un'rform(PLF) 0 to 6'6" N/A 9p,0 _ _ Main level exterior <br /> wall load <br /> 3-Unifortn(PSF) 0 to 6'6" 6' 10.0 40.0 - Dedc load <br /> 4-Un'rform(PSF) 4'11"to 6'6" 17' 20.0 - 35.0 Snow-main <br /> Linked from:Wdw <br /> 5-Point(Ib) 4'11" N/A 1318 - 2481 hdr NW Bedroom- <br /> side Su 2 <br /> W�N�I1A�11$�1'�O�S'�.. � . � .. . . . � .. � . .. .. � � � (Z})SUSTAWABLE FORESTRY INITIATIVE <br /> Y <br /> Weyerhaeuser warrards that the sizirg of its products will be in aaordance with Weyerhaeuser product desgn criteria and pudished design values. <br /> Weyerhaeuser expressty disclaims any other warranties related to the software.Refer to curteM Weyerhaeuser literature for instalWtion detaAs. <br /> (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash Blocks)are not desgned by this wftware.Use of this soRware fs not intended to <br /> circumveM the need for a design professional as determined by the authority havirg jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible wRh the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The product application,inqrt design loads,dimensions and support infortnation have been provided by Plan date:06/OS/2015 <br /> Forte Software Operetor dob Notes 8/6l2015 9:12:34 AM <br /> John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te <br /> (952)470-4803 Excelsior MN <br />� ;onn_�ei�Pn@iyma�i�moer.com �zoszs oa�osr2n�s Page 36 of 43 <br />