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Aluminum Grade is T60b 1 T6 or T6063 T6 <br /> CONNECTOR SCHEDULE <br /> l. 1/4"Dia Tap con w/minimum 1"embedment maximum 6"from posts 24"O.C. <br /> elsewhere thru 2x2x.092(minimum) angle wl 2#10 TEKS into each side of posts <br /> 2. 1'12 x 2'/a R.C. w/2 #10 TEKS to post and 2#10 TEKS to chairrail <br /> 3. 1%z x 2%8 R.C. w/4#10 TEKS into 2x3 Speciai and 2#10 TEKS each side into posts <br /> 4. 1'/z x 2'/8 R.C. w/4#10 TEKS into beam, 2 each side of R.C. <br /> 5. Post to Beam: Notched Post and/or 2'/$R.C. w/ <br /> ii#10 TEKS Post to beam <br /> 3 #10 TEKS each side thru R.C. into beam <br /> 6. E�cternat Gussett Length=3 times height of beam <br /> ._.�#.��Q TEKS per each half of each side of splice plate which is minimum thickness as <br /> beam <br /> 7. Super Gutter Connection <br /> (A)Super Gutter Connection to House: minimum#10 x 2"at 12"maximurn on <br /> centers into host structure <br /> (B) 1'/Z x 2'/8 R.C. w/6#10 TEKS into gutter and�#10 TEKS thru R.C. into beam <br /> 8. Roof Diagonal Wind Bracing Toe screwed with minimum 2 #1 Ox2"screws each end <br /> ���u��, <br /> ���•�`PE� q.�R�'�ri Braeket w/Stainless Steel Cable to be fastened w/9#10 TEKS into Tri Bracket and 2 <br /> �`� �GN ���C E� ' �ei���. <br /> � `S���.•� Nsc�1+���'/4"Tap con thru cable into concrete <br /> � * ' NO 2831 7 .Z= <br /> e <br /> ��' ' * _ <br /> : F ;'!.r.; <br /> . , � � <br /> : <br /> �'.�'�.l•�R I D P.•'aJ�vi. <br /> ��S�O •... . •N�\��� <br /> . � o <br /> .,�ejNq���ye�e�� <br />