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� � �F 0 R T E � MEMBER REPORT Lower Level, Wdw hdr SW bedroom-rear(side) PASSED <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 <br /> Overall Lengih:4'3' <br /> + + <br /> o p <br /> 6 4. [ <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> RewltS I►emal e Loeation' �oweA ++: �a�uk#-, � ,L�au:c�i�ub�qiuoa .. Syscem:Wall <br /> Member Reaction(Ibs) 896 @ 0 1913(1.50") Passed(47%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 187 @ 10 3/4" 2498 Passed(7%) 1,00 1.0 D+1.0 L(All Spans) Building Use:Residentlal <br /> Moment(Ft-Ibs) 343 @ 2'1 1/2" 3431 Passed(10%) 1.00 1.0 D+1.0 L(All Spans) suuding Code:IBC <br /> Live Load Defl.(in) 0.001 @ 2'1 1/2" 0.142 Passed(U999+) -- 1.0 D+1.0 L(All Spans) Des�gn Metl,odology:ASD <br /> Total Load Defl.(in) 0.004 @ 2'1 1/2" 0.213 Passed(U999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflectan crReria:LL(l/360)and TL(LJ240). <br /> • Bracing(Lu):All compression edges(top and boUom)must be braced at 4'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member sqbility. <br /> •AppliwWe cakuladons are based on NDS 2005 methodology. <br /> . �a�p �tP�ppO�tat�� <br /> �pp�� X�oat �vau.ae a,eouxwn. -�.a `�0'�"'x 5 a� ' ' tro�'- �►oQo�or�s <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 487 85 409 981 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 487 85 409 981 None <br /> TdbumrY Dead l�loorLtve' Snow <br /> LOatIS LoeaUon Width (0.90) {l� , " (i.1S) Co�c <br /> 1-Unffortn(PSF) 0 to 4'3" 1' 15.0 40.0 - Main level floor load <br /> 2-Uniform(PLF) 0 to 4'3" N/A 90.0 - _ Main level exterior <br /> wall load <br /> Linked from:Wdw <br /> 3-Point(Ib) 0 N/A 249 - 409 hdr SlN Bedroom- <br /> rear Su rt 1 <br /> Linked from:Wdw <br /> 4-Point(Ib) 4'3" N/A 249 - 409 hdr SW Bedroom- <br /> rear Su rt 2 <br /> 1IV@�$1'�1a8{18gE.N0� : �,. . :. �.� � ' '. „ _ : .., � ;' �,�... ,. . .. � (tj)SUSTAINABLE FORESTRY INRIATIVE <br /> Weyerhaeuser warrards that the sizing of its products wlll be in accordance with Weyerhaeuser product design criteria and published design values. y <br /> Weyerhaeuser expressly disclaims any other warranties related to the soRware.Refer to wrrent WeyerFweuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash&aks)are not designed by this software.Use of this soRware is not intended to <br /> circumveM the need fa a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this cakulation is compatible with the rne211 project.Products manufactured at Weyerhaeuser facilides are third-party ceitified to sustainable <br /> forestry standards. <br /> The product applicatlon,inqrt design loads,dimensions and support infomwtion have been provided by Plan date:06/OS/2015 <br /> Forte Sokware Operator . Job Notes 8/6/2015 9:12:32 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 /> iohn nelsen@lymanlumbeccom :120529 08/OSi2015 pBCe 2a Qf 4� <br /> I � <br /> l_ .....__ .----.—. ..--.__---�. -- .._.____—_ .—_._._..._....._.__..__._._. --.J <br />