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, � <br /> �I F O R T E � MEMBER REPORT �; �_ �_ PASSED <br /> 1 piece(s) il 7/8"TJIp 210 @ 24"OC <br /> Overall Length:5'8" <br /> + + <br /> 0 0 <br /> � S 8' � <br /> � <br /> 0 � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> D'° n ResuNffi�.� �� ���aa1�toatla�� °�` � Atb�ti �1t�i�u�', s .; . �p i taa�d:'ce�uWnssfai tPaitea�n�°,. syste,r,:Fao� <br /> Member Readion(Ibs) 256 @ 2 1/16" 1005(1.75") Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Member Type:�dst <br /> Shear(Ibs) 256 @ 2 1/16" 1655 Passed(15%) 1.00 1.0 D+1.0 L(All Spans) sulkling use:Residential <br /> Moment(Ft-Ibs) 328 @ 2'8 3/4" 3795 Passed(9%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.008 @ 2'8 3/4" 0.128 Passed(U�+) -- 1.0 D+1.0 L(All Spans) Design Methodaogy:aso <br /> Total load DeFl.(in) 0.010 @ 2'8 3/4" 0.256 Passed(U�+) -- 1.0 D+1.0 L(All Spans) <br /> TJ-Pro'"Rating 67 Any Passed -- <br /> •Deflectlon aiterla:LL(U480)and 7L(U240). <br /> •Braang(Lu):All camp�sbn edges(top and bottom)must be braced at 5'4 13/16"o/c unless deblled Wherwise.Roper attachmeM and positloning of lateral <br /> bracing is required ro achieve member slabiliry. <br /> •A shucturdl analysis of the deck has not been perfamed. <br /> •Deflettion analysis is based on oompostte action with a single layer of 23/32"Weyerhaeuser EdgeTM Panel(24"Span Ratlrg)that is glued and nailed down. <br /> •Addidonal consideratio�s for the Tl-ProTM Ratlng Include:None <br /> � ' �'�1�1 a ;�. k i �'� ,�d .�i?�'^� 4��������.; <br /> �y t �?.r <br /> '�M� '�9�) ���,: I�Ai� i �'� N y'C�O,�. z� <br /> 1-Hanger on 11 7/8"SPF beam 2.06" Hanger�� 1.75" 55 219 274 See note� <br /> 2-Stud wall-SPF 5.50" 4.38" 1.75" 59 235 299 1 1/8"Rim Board <br /> •Rim Board is assumed to arty all loads applied directly above tt,bypassing the rt�snber being designed. <br /> •At hanger wpports,the Total Beanng dimension Is equal to the width of the materlal that k supportlng the hanger <br /> •�See Connector grid below for addltlonal Infortnatlan and/a requir�nents. <br /> Conneeboir.:Sim n Tie C�t� � <br /> sua,ort M� sa�r wi�n� 'r��. �e�N�tt�° �.�t�a� <br /> 1-Top Mount Hanger 1T52.06/11.88 2.00" 4-30d x 1-1/2 2-10d z 1-1/2 N/A <br /> Drid ' FIOOr tiv! <br /> Loat� : �Non �Sdn� (a9a) (�.oa} cammam, ,, <br /> 1-Unifortn(PSF) 0 to 5'8" 24" 10.0 40.0 Residendal-Llving Areas <br /> Membe�Notes ` ' <br /> yy/ g 4 <br /> ��F����� _,,, ;�. .�=.- i� .��'�.': .• �;1 ':1�i, 'e3 �'. ��- -'�� � '��. �' SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of Rs produ�will be in aaordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressh disdaims any�er warrantles reJated to tfie software.Refer to curreM Weyerhaeuser IiteraNre for installatlon deUils. <br /> (www,woodbywy.cam)Accessories(Rim Board,Bbcking Panels and Squash Blaks)are not designed by this software.Use of this software is not intended to <br /> circvmvent the nced fa a design professional as detertnined by the authority having jurlsdktian.Trie designer of record,builder a framer is responsible to <br /> assure that this plculation is canpatible with the ove211 project.ProducCs manufactured at Weyerhaeuser faciNtles are third-party catifled to sustainable <br /> foreshy standards. <br /> The produR applicatlon,input design loads,dimensbns and support infamadon have been provided by Dean Johnson w/Dean Johnsan Hort�es <br /> Forte sortvvare Operator rob wotea 8/20/2013 2:23:30 PM <br /> Jeremy Schreiner KiaahseNoe�zei Res. Forte v4.1.Design Engine:V5.7.0.245 <br /> Weyerhaeuser 15a5 Mapie Place Ca/c.4te <br /> (fi51?�37-0446 Orono,MN <br /> I ieremy.schreiner�weyeMeeuseccom Request#22825 Page 1 of t <br />