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`-�— ' � . - <br /> � <br /> Conforms to <br /> (-- HUD�iHCSS <br /> f ]0120/08 � <br /> , DoororOpening Less Combi�ed Span(A+B) Figure 9. Typicai point-load 1 <br /> Than d8 in.in Width � . support locations along the j <br /> Ridge Beam 1118f7"�2Cf2/Ifl@ j� <br /> � <br /> . Wall more Column Post ar t <br /> thant6in.in Wall,lessThant6 '������q� � <br /> y�d� in.in Width � � . <br /> � � <br /> Span D Span C n Span A ���� �£��� � � � <br /> i �. � � ..�. . <br /> � �� ��� . .� . .. <br /> � � � <br /> ... i�* �r. �1s . <br /> 'i Main �. iJe t ,�j'�i� <br /> i 1-Beam �a �y � � <br /> Grade s� '���f�+r:.-,�Y%'�M��! irA� <br /> f i + �! <br /> ' { f � � •t i�' a ,� ( <br /> 1 Footing Footing S¢ed for Singie Foating 5'ized for Span Footiog Sized Footing ��{�f�,�*,�� ;,���ts� t�# } <br /> ; Sized for Spans C and D B m C tor Span A+8 Sixed for ���� ,��r� �• ���� ! <br /> � SpanD respectnely.(Note:it SpanA � ~��•ss+�•p �'M\ f <br /> Watl is LessThan i6 in, /''� ��✓ '� <br /> � in Width,Use Cnmbined �� �i'i�� '4,� � <br /> ` Span C+D witn a Single ��#������� � <br /> � Pier� <br /> �' The Instailation Manual � <br /> i CALCULATE LOADS shipped with the home ; <br /> I Use Table 5 to determine the loads on paint-load supports. For each support,find the should include a layout with i <br /> � columns with the appropriate roof load zone and section width.Find the row(s)corre- point load locations and total ' <br /> � sponding to the span.See Figure 9 far guidance on determining spans.The loads in loads.Use Table 5 only f <br /> the"M"-co{umn are for one section only!When support(s)exist on the opposite section when a model specific layout ', <br /> � in the same focation,add the respective loads from each section together to arrive at is not available. <br /> the tatal load under fhat point. � <br /> , <br /> . , <br /> � The number in the columns under the"M"and"P"headings are the foads for supports � <br /> along the marriage line and perimeter respectively(point loads in the center of a sec- i <br /> tion,i.e. not along a marriage line or perimeter wall, require the load in the"P"cofumn). � <br /> Interpolation for openings between those shown in the table is permitted. � <br /> i <br /> Note the required loads next to each point load support on the sketch. ': <br /> i <br /> �' TABL�5.-�fJ'AA,�...�P�.ql�7ar�.�7 Q'� Q7`�NGS � <br /> . . � <br /> . � � , � . �� . � <br /> ��� — v <br /> i ' ' ' 000000�00��000�0 � ! � <br /> ; 466 566 546 646 620 720 622 766 728 868 $26 966 777 957 911 1091 1033 1213 � _ <br /> _ , _ ; <br /> , �_.$16 10fi 6 956` 1156 1085 �285 1089 '1369 1275 1555 '1 z446 1726 1361 1721 9 594 195�1 1808 2168 � W <br /> i 1166 1466 1366 1666 1550 1850 1555�1975 1822 2242 2066 2486 1944 2484 2277 2817 2583 3123 ; � <br /> • �516 1916 y 776 �176 2015 2415 ��,�= • ��2368 292$ 2686 3246 2527 ,3247 2961�:3681 `3358`4478 � � <br /> ' • :: 1._ �. �,. , , � r � <br /> � � � 1866 2366 2186 2686 2480 2980 2489 3189 2915 3615 3306 4006 3111 4011 3644 4544 4133 5033 <br /> i _ . . ._ _�. - - __ __ __ __ , i � <br /> �216�2816 2596 3'196 y 2945 3545 2955 3795 3462_:4302 3926. 4766 3694,�4774'��327 �5407�.4'908 59$8� r � <br /> >. �. -. . . . <br /> M=Marnage line,P=Perimeter ' <br /> i � <br /> td) <br /> t Y <br /> i � <br /> �� � � •� � . � • t •1 • � i � <br /> ( ' � <br /> !� � • • t ' � <br /> i <br /> •' ' � • • � '• '� •• • ��� j � <br /> . � � f t �� ' ' •s • f �• � � � <br /> i� • � i �� '• •i • � � � ' ` � <br /> �{ � <br /> � � . f '��' ! ~� i ! i t C <br /> • � j �. <br /> f <br /> ___.____ ___ _3 <br /> 9122/08 Palm Harbor Homes, (nc. <br /> ,�' <br /> �� z�� <br /> _ _ _ <br /> �; <br />