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( <br />FOOTING DIAMETER REOUIREO - - - > <br />P,:=rL, \V (R +R +A�+P,�L +W � 11 <br />� I IJd hldc' L D L w hlJg hlJg '� ' <br />8 <br />P �l <br />PF = I 163.3 DOWN LOAD ON EACFI POSi <br />d� ;= F J� = I MIN. FOO7ING DIAMETER IN FT. <br />n I SIN) <br />PLAN INDICA7E5 18� DIA. X 3FT DEEP POST EMBEDMENT = OK. <br />TABLE R802.11 <br />REDUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCES <br />MSIC WIND SPEFA ROOF bV1N MMI OVEIIX11N0!' <br />a��O�Q�) 12 t0 2� P! ]2 ]6 tl (Peu�h� <br />NS .j? .�III .IJS -IM! .�4} •�17 '�I .}N=i <br />�11 .41 -I�1 �Itll •'_I_' •2�'_ -?7I .311� -{i » <br />I�Mi �131 •.IS •:n' �V15 �310 �3v} .J3h .SJ,tn <br />I III -I ic .�4? .}$I -1114 .a�7 -$�p •SNJ -NSO <br />�'�;- ? CLIP SP4CWG IN F7. <br />lif1:= 7'_+ 1.5�39 Iitl = I?O.i USE SIMPsora #H2.5 4i EnCH TRu55 eNo. <br />R4TE0 415# UPLIFT <br />POST/BEAM CONNECTION: <br />V.r <br />�ATERAL LOA�: v�' � <br />LIF7 LOAD: Ii�i <br />�'�� :_ —' � S <br />, <br />\'i, = iU6 <br />P�� = I 171, i <br />LOADS TO ROOF SUPPORT BEAM <br />LL:=7'�R�.+A�.) 1-�-='_Ji P�F�oaos <br />DI.:= 7�Rp DL = SJ <br />f curFa Fnnriur.[� <br />LATERAL LOA� Ai CENTcR POST$ <br />USE 2EA SIMPSON #ACE6 AT POST TO BEAM <br />CONNECTION. COMBINED CONNECTION R4TING: <br />2140 UPLIFT, 1430 L4TERAL. <br />$EE A'TdCHED BEAM COLCUL4T10Nt b%B �F <br />rwi wuu - iAYa.t=t�vn <br />��y�� 1.1 12x18 FootwG = OK <br />IiUO <br />