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� . �F 0 R T E � MEMBER REPORT Lower Level, Wdw hdr Bedroom-front(comer) PASSED <br /> 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overall Length:2'10 12" <br /> + + <br /> 0 0 <br /> � 2.s. � <br /> � � <br /> All locations are measured from the oufside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> R.�I�kS /k�ual'��oCMion AYowOd- ; �< . �L�F;I;�da= ^._ ' ,";�). ' System:Wall <br /> Member Reaction(Ibs) 5756 @ 2'9" 7613(3.00") Passed(76�0) -- 1.0 D+0.75 L+OJS S(All Spans) Member Type:Header <br /> Shear(Ibs) 755 @ 11" 6872 Passed(ll�o) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residentlal <br /> Moment(Ft-Ibs) 1558 @ 1'4 1/2" 10422 Passed(15%) 1.00 1.0 D+1.0 L(All Spans) swlding Cade:IBc <br /> Live Load Defl.(in) 0.008 @ 1'4 1/2" 0.092 Passed(U999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Total Load DeFl.(in) 0.014 @ 1'4 1/2" 0.138 Passed(L/999+) -- 1.0 D+0.75 L+0.75 5(All Spans) <br /> •Deflectbn cri[eNa:LL(L/360)and TL(L/240). <br /> •&acing(Lu):All compression edges(top and bWtom)must be braced at 2'10 1/2"o/c unless detailed othenvise.Proper attachmeM and positioning of lateral <br /> bracing is required to achfeve member stability. <br /> . �� � 5�jd..�.w+..���4���:" <br /> �PP� TuRa1 Ava�l� Req�dteil '4�*ad �`:$�b�r ��a) ' � <br /> _ �. _ �.. <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 3028 1238 818 3084 None <br /> 2-Trimmer-SPF 3.00" 3.00" 2.27" 2388 1350 3141 6679 None <br /> 7HbuMY Daa�! .;, .,Pborifi� SnaM ' <br /> toads �cadoii � wiaa� (a9o) ��.no)_ �- �s.�:s�, can�nr� , <br /> 1-Un'rform(PSF) 0 to 2'10 1/2" 16'6" 15.0 40.0 - Main level floor load <br /> 2-Un'rform(PLF) 0 to 2'10 1/2" N/A 9p,0 _ _ Main level exterior <br /> wall bad <br /> 3-Unfform(PSF) 0 to 2'10 1/2" 6' 10.0 40.0 - Deck load <br /> 4-Uniform(PSF) 0 to 2'10 1/2" 17' 20.0 - 35.0 Snow-main <br /> Linked from:Wdw <br /> 5-Point(Ib) 2'9" N/A 1266 - 2248 hdr NW Bedroom- <br /> side Su rt 1 <br /> W��M18eUSl!1'NO�.S .� .��� .� ,�.. ... „- , .�„ , ' .. .� . �i � :��, ... � .�� (2�SUSTAINABLE FORESTRY INRIATIVE <br /> Weyerhaeuser warrants that the sizing of itr products will be in aaordance with Weyerhaeuser product design criteria and published design values. 1 <br /> Weyerhaeuser expressy disclaims any other warrantles related to the soRware.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Aaessories(Rim Board,Blodcing Panels and Squash Blocks)are not designed by this software.Use of this software is r�iMended to <br /> circumvent the need for a design professional as determir�ed by the authority having jurisdictlon.The designer of record,builder or framer is responsible to <br /> assure that this cakuladon fs compatlble with the overall project.Products manufactured at Weyerhaeuser facili�es are third-party certified to sustainable <br /> forestry standards. <br /> The produd application,input design loads,dimensions and support infomiatlon Fiave been provided by Plan date:O6/OS/2015 <br /> Forte Software Operator Job Notes 8/6/2015 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 /> �� juhn._nelser`^a,rymarlumber.com #2052908'O5,'2C15 pa�P���f n� <br /> � <br /> �----- -- ---._.__---�--- ---,-----.... _.------ ---..__..---- <br />