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x�, ; a� + �,�lj���l��. <br /> ; ,, :: <br /> � . . <br /> :;. 1 _ _ . <br /> ��:. __.�.r,,. ,..�.-. ....��..�> ,..,:,.: #0� <br /> � ' ----- - <br /> _.. _.. __.._--- -- _ <br /> - _ - - ---- -- " <br /> _. ____ _. __ <br /> � i 'af. .-.__"_. <br /> ports�.vill increase the load on that support and the size of the required footing. � �` �°'�r,��„r,,, <br /> �„�:.-'�"'.�ti o�iucss <br /> � <br /> DETERMINE LOCATIONS ' �"-0"`� <br /> Poir,t foads exist��here a bearing,'stn�durai�.s�eight is roncent�ted ar.�trarsf�vr-ed to <br /> � !Fe `� c�w,ion at a s�eci ic p�int. Lacate a su �ort under e, i <br /> ' P� sch pr,ir:t:oad, irc!uding (he <br /> j foi'a irg examp,es: <br /> • Ex12fi0�dOofS on side�,vaif; at both �ide; �f each r_aoor;�;;,�king is rot re- <br /> q�;ired at eaterior doars on rcr,-bearing trd .^;a";;}. <br /> • Ciher exteri.r :1�:;�Qp���i,3y ;�ur fcet ard great�r at hoth ;ides o�eic►;open- ' <br /> irg;ir+r,;udirg multipie:�irdo:vs that total fcur feet�.�ide or m�re t,�ithout ir.ter-" <br /> rna_diate supports. even if ir:dividual �,�ir�do�,�.5�(g IQSS �I?�3f1 f4Uf f�Qt). <br /> • P.tarriage line openings fo�r feet or greal,�r at bcth �ides cf each operii�c� <br /> (�.vt•,ere marri�ge iire cpenings��t; g���tF,r fhan 10 `eet. ir,terr�,ediate supperl; <br /> must be pla�ed at maxim;;m 10 `eet or, centerj. <br /> • L arr a��slir.,t�rrP �hrough-th�-rirn rrossover clucts perelrate the rirT�joist�t ttr� <br /> 9' (��r�Es� other�rise noted in supNlemr�ntal docurnents provided <br /> r,vith the homa ar,;i;!��s tha home is corstructed �aith a perimeter trame ;ys- <br /> tem). <br /> • �biarriage line column;. <br /> • Lcad-beGring porch po;ts. <br /> • Under heavy(�00 Ibs or greater) iterl�s, such as hea�ry fumiture, �.vaterbeds, <br /> fireplaces and!ar;e ;f;li tanks�.�rhen located outbrarc!of the home"s main i- <br /> beams. <br /> ��tark the required point load support locations on the sketch, Supports are not required <br /> a^rhere the manufacturer has reinforced the floor(such as 4vith additional outriggers or <br /> (loorjoists)and so notad in the documentation provided with the home. Figure 8 and � <br /> Figure 9 identify typical point load support locations. �` <br /> SheantialPer i Figure 8. Typicaipoint-load <br /> Duor Pie� � <br /> support locations <br /> i-Beam Frarre <br /> � <br /> i <br /> � � <br /> I <br /> � <br /> _.! <br /> 't 11ar�a;elh'alPieS i <br /> � : <br /> <t . I <br /> , <br /> >'—' � <br /> w� <br /> O . Pc.;,� . ' <br /> � � <br /> J j <br /> �1 <br /> i <br /> i"' <br /> �1) � a,r='to_StPes <br /> ;� <br /> '11 r.; �F� � <br /> t:.r <br /> � , <br /> .:f <br /> �i <br /> ti+. <br /> � ����..... <br /> � <br />