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( '� <br />F0071NG DIAMETER REOUIRED - - - > <br />I <br />i_ <br />�g �- r�-M1ldg'�VMdg'IkL + RU +�1 �+ Px'��-hWg + 11 hlJg�' �' % PF = � �(�; ; DOWN LOAO OIJ EACH POST <br />r.� <br />�� ;= E �� _ � MIN. FOOTING DIAMETER IN FT. <br />n I5D0 <br />PLAN INDICAiES IB" DIA. X 3FT DEEP POST EMBEDMENT = OK. <br />TABLE R802.11 <br />REDUiRED STRENGTH OF TRUSS OR R4FTER CONNECTIONS TO RESIST WiND UPLIFT FORCES <br />BA51C WMOlPEED ROOFtGW (Mt) OVEPNAN09' <br />���0^d4�) 14 2o N 1� ]2 ]6 �0 �u�''~7 <br />x5 .7'_ •1:11 .��: -�n4 -I`�J ' •:17 •'_�I -3M.55 <br />VI .41 •191 �INI .'�' .+a'- .'7? •3��'_ -13." <br />�1111 -lil -'I: -�h� .JIIS -ldU .jui .Jlh .:).th <br />IIII .lit .�y' .i�l -Uiv I -107 � .C'n .G�.l � .M..`e <br />'p�;= ? CLIP SPACING W FT. <br />Iili:= 72+ I.?�39 IIII= 1311.i USF SIMf�S�va #N?.S aT EnC�i TRUSS END. <br />RAiE� 415# UPLIFT <br />POST/BEAM CONNECTION: <br />V.r <br />�ATERAL LOAD: v�'- ,y <br />�IF7 LOAD' I1�1 <br />�'i� :_ —' � $ <br />� <br />V�, = iU6 <br />Pu = 117J,i <br />LOADS TO ROOF SUPPORT BEAM: <br />I.I_ ?%'�RI. + AI.) �-L =?J? PLF LOGDS <br />D1.:= 7�R�� DL = Sd <br />r'c.irvo rnnnur.c <br />LAT'cRFL L04D Ai CENTER POSTS <br />USE ZEA SIMPSON #ACC6 GT POST TO BEAM <br />CONNECTIQV. COMBINED CONNECTION RGTING: <br />2140 UPLiFT, 1430 LATERCL. <br />SEE AiTACNED BEAM CdLCULATION: 6%E DF <br />r051 LUnU = li`18ti = 1/Yb <br />������ �,.1 12x18 FOOTING = OK <br />IiUU <br />