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� /� � ��'•�����:, ���� <br /> � . � 205272 FRONT PORCH > <br /> -'`i�=,<,�"�����'���� 2 �cs of 1 112'° x 9 114'" 1.3E Salid Sawn �fem-�ir#2 <br /> TJ-Beaa�'6.16 Sarfal Mnm:ar.:_�.;-.109786 <br /> ` Lser:^< 5;�;��`e5�3z:47 A^,? � �+ pp <br /> Pa9e1 EryineVersicn�.t.1S5 �G�i�a7 i"i�a�:�J��' �+!!E�-rc �R �?C�EE�S T�-!F �E?' �FSt��! <br /> �`��T�€�i � �5��'! '3"�� Lt��,�e�`:��f(�3� f9��.��; s,����� ������� <br /> ������a S.��e:�r�2��u:�l���0�.2 <br /> � � <br /> 1 ! <br /> � <br /> --, <br /> �_.____� <br /> o�� �� <br /> e 3• —__` <br /> A�!!slireaQessie_r��s ar¢!�oriznr+tal. � Rrodtict DiaQram is Conceptual. <br /> L���S: <br /> Frnaiysis is for a t�rop�sam",�em�er. I ributary�aaci Flvidt�:s <br /> Prirnary Load Group-Roaf(psf):40.�Live at 125"�duration,15.0 uead <br /> va�t�a1�,��,_4_ <br /> Ty;� �Eas� !i,�e �Jea� !�cat9�a�± 4�p!E�:�tifn Cornrne:st <br /> Uniforin(pff} Roof(i 25} �0�.0 1 SO.0 0 Tc 7' ndds To <br /> �L'PPQP.TL: <br /> lnput �ea:ir.� :,'e::ica!Reacti�ns{tbs) t?etai! G�!h�! <br /> i4';dth L�:c�th iivelDex�:Un16�;/Tot�! <br /> 1 Wooci column 3.50" 1.76" 1540 i 598!0 i 2138 By�thers tJor7� <br /> 2 Woed ce;umn 3.50" 1 76" ?5^�Q/59&/d/2138 By�thers Nonn <br /> -See TJ 5�Ei:iFIE�'S/3VfL'JEl-tS GU�s'3�for c3etail(s}:3y Utners <br /> �3E5fi�tv C�?f�TRJLS: <br /> ���.�..__...._._.__.._.__....(4i�Xf�iiili"ii vcSSCjiF r:'�uPiiOi CCtI�iG� �CC.?:iOtl <br /> Shear Qbsj 203G -�1489 1734 Passed(86°i�) Rt.enci Span'i ui�der Roof loading <br /> �:�icmer,:{F*-Lbs; 33g3 33c3 �1n7 Pe,c�ed(g;=/�l ;d;ID Span 1 under F�aof Ic.ac:inc <br /> Live Load Defl(in) 0.076 0.222 Passed(U999+) M{U Span 1 under Roof ioading <br /> -ro«u;r cad Dtfl�sn; 0_9� 0.3�3 ��==A�ri r;�) t�tD Srar?1 �s�,,�er�?or_,f Ioaciing <br /> -Defiection Critzria:ST�C�iDARD(LL:U"36�,7L:U240). <br /> -Bracing!Lu):Atl compression edges{top and bottom)must he braced at 7'o�c unless detailed ofherwise. Proper attachment and pasiiioning of iateral bracing <br /> ;�rar�curFc�t�achiev�rnetnbBr 5tahility <br /> -7:�e aiio�able��ear stress(t='�j f18S�lOt�.'8�'1 11"fCfEBSEC�i�1J6 CO I'1C'CJO�@fttE2�O?�r�ilt�,G'�`?c?�:K'��ti�ti;Sfl�}i��S. 7e�ivv�i0�3}���ii,2�'Jiitiy'C.i�iGfB&SE. <br /> -F�nalysis f�aseci on vertical foads only and assumes structurai supporzs as ro;ed in fhe ir�pui. Axial loails are not considere�in this analysis. <br /> -An�aycis assc.;mes .r.,ntinu��?s memGer �ap�oints.splic�s and�inqer icint�sigrsfican:i�':educe memher periorman�e an�^ave�ot oeer,c��?�sic�e�e�. <br /> -Design assum=s adequate cor.±inuous latera!support ef the compression edge. <br /> �Ry.�EC�t�'�FOt;Yt�r t:)"1: �P�i?,�T��' !A!F�Rl�aAT9�n�; <br /> Terry Mikke�son <br /> 6FP F�lannina Cesian <br /> ��G�L�J3lfimore�t.r..e. <br /> suite 106 <br /> b;�,ir,e, P�"N 5544� <br /> Pnone:763-780-8d0�# <br /> df�planninndesi�n@viGi.com <br /> , ,_, . . -,;,._ _ ,, . -., . . <br />