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� � MEMBER REPORT Main Floor, Window Headerin O ce PASSED <br /> !�F O R T E . 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS and0 LSL <br /> Overall Length:6'6" <br /> � <br /> + 1 + <br /> o — _ o <br /> � <br /> 6� <br /> 0 0 <br /> All locations are measured from the outside face of left support(or leh cantilever end).All dimension are horizontal.;Drawing is Conceptual <br /> DCSIy�R05UIt5 Actual @�ocation Allowed Result LDF L :Combination(Pattem) System:Wall <br /> Member Reaction Qbs) 4301 @ 1 1/2" 7613(3.00") Passed(56%) — 1 0 D+ 1.0 S(All Spans) Member Type:Header <br /> Shear Qbs) 862 @ 1'1/2" 6872 Passed(13%) 1.00 1 0 D+ 1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 1906 @ 3'3" 10422 Passed(18%) 1.00 1 0 D+ 1.0 L(All Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.026 @ 3'3" 0.208 Passed(L/999+) -- 1 0 D+ 1.0 L(All Spans) Design Methodology:ASD <br /> Total Load DeFl.(in) 0.043 @ 3'3" 0.313 Passed(L/999+) -- 1 0 D+ 1.0 L(All Spans) <br /> • Deflection criteria:LL(LJ360)and TL(L/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Propei attachment and positioning of late2l <br /> bracing is required to achieve member stability. <br /> --...__ ____.__ ..__-__._ __ ....------ <br /> _._. . .._._ ...__._--- ----- <br /> _._ _-______ <br /> Bearing Loads to Supports(Ib) <br /> Supports Total Available Required Dead F1OOf Snow Total Accessories <br /> Live <br /> 1-Tnmmer-SPF 3.00" 3.00" 1.69" 1912 780 2389 5081 None <br /> 2-Tnmmer-SPF 3.00" 3.00" 1.69" 1912 780 2389 5081 None _� <br /> ._.. __... ... <br /> i ..._ _ ... ... ....... .. __- _-____ _.._ .. .. .. <br /> Tributary Dead Floor Live Snow ' <br /> Loads �«ano� w�dcn �0.90� �i.ao� �i.is� co menu <br /> 1-Uniform(PSF) 0 to 6'6" 6' I5.0 40.0 - Re idential-Living Areas <br /> 2-Uniform(PLF) 0 to 6'6" N/A 50.0 - - <br /> 3-Point(Ib) 0 N/A 1423 - 2389 Lin ed from:Window Header in <br /> room#4 Su rt 1 <br /> 4-Point(Ib) 6'6" N/A 1423 - 2389 �n;ed from:Window Header in <br /> B room#4 Su ort 2 <br /> Weyerhaeuser Notes �zs�SUSTA�NA&E FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteri and published design values. <br /> l <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literd re for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable <br /> forestry standards. <br /> The produd application,input design Iwds,dimensions and support information have been provided by Forte SoRwa Operator <br /> ' Forte soteware opereror dob Notes 9l16/2013 12:31:29 PM <br /> ' ��sc�n sPre��er Gonyea Homes � Forte v4.1,Design Engine:V57.0.245 <br /> ; �yma� GH0389 , GH0389(bayside meadows model).4te <br /> ��I (952)470-4817 Orono, MN '� <br /> �ustin_sprertzer@lymanlumber com Bayside Medows Modei Page 8 of 22 <br /> ____. ___. --______. ..__.____ ......... _.............. ......... ....___.____---- I____._ . <br />