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� PFs'�U� <br /> . . . , <br /> � <br /> Conforms to <br /> � t ---- — I{UD�1HCSS '. <br /> i <br /> l ORO,'08 <br /> Figure 9. Typical point-load ; <br /> '�. Door or Openir�g Less �Combined Span(A+B7 i <br /> Than 4S in in vvicth ^� support locations afong fhe <br /> marriage line <br /> Ridge Beam <br /> H <br /> � Wail more Column Po�or � <br /> [hanlEin.in ` 1NaII,LessThan�6 ���,����1,�+� i <br /> VV�dth in.in W'idth �� � <br /> � �.A� ��i � <br /> Span D Span C � an Sper.A. � —�^� <br /> i i� �Etj �. f <br /> � i I � � <br /> i � i � ' <br /> . <br /> Ei � �', <br /> • �` -'`�� � wr <br /> t �.,y_.r <br /> � �Main .- �• �y(-� +�p) i;>r�t <br /> I-Beam Grade - � �RVi°'1�.��_ .h%.YJ'77r� r��; <br /> P � <br /> . L _� } � {�' {� M ��i <br /> � Faoting Foo�ing Sited tor Singte Footing Siietl(or gpan Footing Saed r`ooting �i/`�" :P}�. ��'�♦ i '�$ � <br /> � Szed fo� Spans r and U fi or C tor Span h+B Si.ed for �► �/• ,;e�p���� ���� i <br /> SpanD re>peclively. �Note�.lf SpanA � �'yf •'••+•' � +('� <br /> � WallisLessThanl6in. �j��x� f1c �"y{'l����t <br /> Iin VVid�h,Use Cornbined �� �� LJ'�'�,i , <br /> Span C+D v�itn a Single ������� <br /> Pier� <br /> The Installation Manual ', <br /> , CALCULATE LOADS shipped with the home <br /> Use Table 5 to determine the loads on point-load supports. For each support,find the should include a layout with <br /> columns with the appropriate roof load zone and section width. Find the row(s)corre- point load locations and total j <br /> sponding to the span. See Figure 9 for guidance on determining spans.The loads in loads. Use Table 5 only <br /> the"M"-column are for one section only!When support(s)exist on the opposite section when a model specific layout <br /> in the same location, add the respective loads from each section together to arrive at is not available. <br /> the total load under that point. <br /> The number in the columns under the"M"and"P°headings are the loads for supports �� <br /> along the marriage line and perimeter respectively(point loads in the center of a sec- ' <br /> tion, i.e. not along a marriage line or perimeter wall, require the load in the"P"column). <br /> ' Interpolation for openings between those shor+vn in the table is permitted. <br /> Note the required loads next to each point load support on the sketch. <br /> TABLE 5. LOAD ON POINT-LOAD FOOTINGS <br /> _. . � <br /> . i � .. • i � - i � � <br /> �������� � I' r <br /> ������������������ ' � <br /> � 466 566 546 646 620 720 622 766 728 868 826 966 777 957 911 1091 1033 1213 ! � <br /> , � 816 1016 956 1156 1085 �285 1Q89 1369 1275 1555 1446 1726 1361 1721 1594 1954 1808 2168 Tl <br /> � <br /> � 1166 1466 1366 1666 1550 1850 1555 1975 1822 2242 2066 2486 1944 2484 2277 2817 2583 3123 (' <br /> , � 1516 1916 1776 2176 2015 2415 2022 2582 2368 2928 2686 3246 2527 3247 2961 3681 3358 4678 � <br /> _ <br /> � 1866 2366 2186 2686 2480 2980 2489 3189 2915 3615 3306 4006 3111 4011 3644 4544 4133 5033 ' � <br /> � <br /> � 2216 2816 2596 3196 2945 3545 2955 3795 3462 4302 3926 4766 3694 4774 4327 5407 4908 5988 � <br /> ��? <br /> M=Marriage line,P=Perimeter — <br /> � <br /> �o <br /> � <br /> �. �,��'{'G �. �,Y" .'�t3� ° ,E 'L'a"�Y i���`.'-r.,4. �4;'.h-�} �y, �'"�°'�. '� �` °� i��1���' I I� <br /> ��`�}� 4^ <br /> � A ���II�9!@�* B. 0 ' ' Zei�97f���� ..0^s N ���. ' o �; I ,, i <br /> i 9_..q T:_ '-�''���C,� �` �-5,��.. .{ i , �. <br /> -tr.. � `:1 e <br /> � ���� ` �� <br /> - ..o o i • � -e '� ae a :E `� � J <br /> i � <br /> � • @ - es.- �.0 m- - a e a A il � <br /> o- o �a c -o -a :sc e P I � <br /> o � '�. m � s `' o o � '� C <br /> " i Iy <br /> � ._ e _. - n, _ _b ��,:.z'. , _ � � i r <br /> , <br /> i i <br /> _ _ _ _- - — -- __ ______ _ _ __. ._. <br /> ___.. .-- <br /> p(22iU8 Falm� Narbor Homes, lnc. <br /> /�.._ \: <br /> � <br /> i�' 1�1 <br />