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(+..rr—+'rS..+�--�e-{r'rir,:,,--���-� ,.�v'n.-_ <br />�[ � ���'!�L��� �� ue ° ,. %��.. <br />F__��_ .�,. r+v:C."�vuai.�.:. s�. t S�wT'^'.c.iJ <br />DOOH OR O('kNING �F^5 <br />tNrw �e w w wiorH ' <br />� -�� ��� I RIDGEPEAI.1 <br />--- Y- <br />FoonNc <br />SIlFD FOR <br />SPAN C PF.R <br />TABLE 5 <br />fAMBINfD SPAN (A•B]___ <br />-- -- - - - — --- 7 <br />- - � <br />�COLUMN POST OR W� <br />���._ I.f.:S �1q IN IN WI � I <br />I��L � <br />��MaN � <br />it�vu+ <br />1 <br />FOOTING FOCITING <br />SIZED FUR S12ED FON <br />SPnN B Y'ER SPAN A.A <br />IABLE 5 PER iABIE 5 <br />1 <br />FOO�NG <br />SIZED iOft <br />SPAN A PER <br />TMLE 5 <br />CALCULATELOADS <br />Use Tables 6-Gc to delermmr, the IoaAs nn IrTme supports ��nd �he chart wl�h the a� <br />propriate s�dewall eave overhang Then, Imd �he column wdh lhe apprupna!e rool Ivad <br />zone and seclion wiAlh Find Ihe rnw cnrresponding lo the selecled support spacing <br />The number ir. Ihe ml¢r5ecling cell is ihe load <br />Loads on all frame supporis can be assumed to be eQual �I supoort s0ac�ng �5 eQual <br />Hnwever, �f difle�ent suppoA spacings are used then each suppoA with a tliHerent spac <br />iny snould be calcula�ed separately <br />No1e the locat�on ana load repui�Pd ol each supPort on the ske:U� <br />Figure 8A Typital mamayr <br />l�ne support locauons loi <br />homrs no� requvmg penme� <br />re� suppnns <br />OG109� <br />�� ��N{ <br />I C"' <br />�_ . — ._ . . _ -- - ---- — � - - -- - - - <br />� - - - . _. _ .. . . . . ._ . . . ?4 <br />i <br />