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�F 0 R T E ry MEMBER REPORT Lower Level, Wdw hdr SW bedroom-rear(front) PASSED � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:2'3" <br /> + + <br /> o � <br /> � 2� E <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 /> p' 11d�t 0,�- �AM� , . 16aN�lt , L# `���XP�1�) . System:Wall <br /> Member Reaction(Ibs) 475 @ 0 1913(1.50") Passed(25%) -- 1.0 D+1.0 S(All Sp0n5) Member Type:Header <br /> Shear(Ibs) 35 @ 10 3/4" 2498 Passed(1%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 96 @ 1'1 1/2" 3431 Passed(3%) 1.00 1.0 D+1.0 L(All Spans) Building Cade:IBc <br /> Live Load DeFl.(in) 0.000 @ 0 0.075 Pa�d -- 1.0 D+1.0 L(All Spans) ��9n Methablogy:ASD <br /> 2 999+ <br /> Total Load Defl.(in) 0.000 @ 1'1 1/2" 0.112 Passed(U999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflectbn c�iteria:LL(L/360)and TL(l./240). <br /> •Bradng(Lu):All compression edges(top and botWm)must be braced at 2'3"o/c unless detailed otherwise.Proper attachment and positionirg of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 mdfiodoloqy. <br /> '� �� '.68�11119 ;. '"� ` .[��i�0�d6�98#ipp01�.{$f} �, , .. , `. <br /> �PI�� Tafel Avai�ble ; RayYitad band � Snmw Ta�l Aoaes� <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 258 45 217 520 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 258 45 217 520 None <br /> Tributary s _ De�A f1o0►IJoe Snow <br /> I.Oad$ tacation ' Width (D.90) (1.U0) (1•1� Co�a� <br /> 1-Un'rform(PSF) 0 to 2'3" 1' 15.0 40.0 - Main level floor load <br /> 2-Unifortn(PLF) 0 to 2'3" N/A 90.0 - _ Main level exterior <br /> wall load <br /> Linked from:Wdw <br /> 3-Point(Ib) 0 N/A 132 - 217 hdr SW 8edroom- <br /> rear z su rt 1 <br /> Linked from:Wdw <br /> 4-Point(Ib) 2'3" N/A 132 - 217 hdr$W Bedroom- <br /> rear 2 Su 2 <br /> �e�'�,i���§���Q�$ . ' � � � � � - � . (Z))SUSTAINABLEFORESTRYINITIATIVE <br /> Y <br /> Weyefiaeuser warraMs that the saing of its produRs will be in aaorclance with Weyerhaeuser product desi9n criteria and pudished design ralues. <br /> Weyefiaeuser expressty disdaims any other warranties reWted M the software.Refer to curteM Weyerhaeuser literature for installation detalls. <br /> (www.waodbywy.com)Aaessories(Rim Board,Blaking Panels and Squash Blocks)are r�ar designed by this software.Use of this soRware is not irdended to <br /> circumvent the need for a design professlonal as determined by the authority having Jurisdiction.The designer of record,buildw or framer is responsible to <br /> assure that this cakuWtion is canpadble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certlfled to sustainable <br /> forestry standards. <br /> The product application,input desgn bads,dimensions and support infomiation have been provided by Plan date:06/OS/2015 <br /> Forte sortware 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 Kelty Ave Excelsior MN.4te <br /> (952)470-4803 Excelsior MN <br /> john_nelsen@lymanlumber.com #2052�OR'05,�2015 � . .� � � �Pa(�e 3�Of Q3 <br />