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MEMBER REPORT n Lower Le;el, Wdw hdr SW bedroom-side(front) PASSED � <br />�F 0 R T E !% 2 piece(s) 13/4 x 9 1/2 1.55E TimberStrand0 LSL <br /> �����,�,:s�s• <br /> w ;. . , �, <br /> + + <br /> 0 0 <br /> � 6, � <br /> a o <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> ` , tAP, �,Oid:Cq�nbi�,{P/d�em) , : System:Wall <br /> � . „ � .._ . . „ ��_ �W1.�1AC�011 :�NOM161�, :; �.., N11 <br /> Member Reaction(Ibs) 7414 @ 6'4 1/2" 7613(3.00") Passed(97%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header <br /> Shear(Ibs) 2706 @ 1'1/2" 6872 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 5983 @ 3'3" 10422 Passed(57%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.093 @ 3'3" 0.208 Passed(U809) -- 1.0 D+1.0 L(All Spans) oesign rtethodology:as� <br /> Total Load DeFl.(in) 0.135 @ 3'3" 0.313 Passed(U554) -- 1.0 D+1.0 L(All Spans) <br /> •Deflectan criteria:LL(L/360)and TL(L/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed�herwise.Proper attachment and positionirg of lateral <br /> braci�g is required to acAleve member stability. <br /> . ;:�. , ... _�8�11� y� � . .. .�,.��D��� ..:���: .:. <br /> � to0d ]1wip�a �teqWnetl 'Dmil ` '�0� Snow -: T�tal Aaoepo�iea <br /> 1-Trimmer-SPF 3.00" 3.00" 2.30" 2271 2730 2011 7012 None <br /> 2-Trimmer-SPF 3.00" 3.00" 2.92" 3010 2730 3142 8882 None <br /> TribW�r Da�d i�oor�.4ve SnOw <br /> L08dS LOC�tion , Widtl� , (0.90) (t�) (1.15). ComivaMs <br /> 1-Un'rform(PSF) 0 to 6'6" 15' 15.0 40.0 - Main level floor load <br /> 2-Uniform(PLF) 0 to 6'6" N/A 90.0 _ _ Mafn level exterior <br /> wall load <br /> 3-UnHorm(PSF) 0 W 6'6" 6' 10.0 40.0 - Deck load <br /> Linked from:Wdw <br /> 4-Point(Ib) 0 N/A 1018 - 2011 hdr SIAI Bedroom- <br /> frorn su rt 1 <br /> Linked from:Wdw <br /> 5-Point(Ib) 6'6" N/A 1757 - 3142 hdr SN Bedroom- <br /> fror�t Su rt 2 <br /> w�r8111aEU9�'NO�S ' � �� � � � `� �� � (Z�SUSTAINABIE FORESTRY INRIATIVE <br /> l <br /> Weyerhaeuser warraMs that the sizing of its productr will be in attordance witli Weyerhaeuser product design criteria and pudished design values. <br /> Weyerhaeuser eupressly disclaims any other warrarrties reWted to the software.Refer to cunent WeyerFweuser literature for InsYallatlon delails. <br /> (www.woodbywy.mm)Accessories(Rim Board,Blaking Panels and Squash Blocks)are not desi9ned by this software.Use of this software is not in[ended to <br /> circumveM the need for a design professbnal as d�ermined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure Mat this pkulation is compatlble with the overall project.Products manufadured at Weyerhaeuser facilities are third-parry certified to sustainable <br /> forestry standards. <br /> The produd applicatlon,input design loads,dimensions and support information have been provided by Plan date:O6/OS/2015 <br /> Porte Software Operaror Job Notes 8/6/2015 9:12:33 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)470-4503 Excelsior MN <br />.. john_nelsen@IymaNumber.com #2052908/OS/2015 Fege 32 Of 43 <br />