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Aluminum Grade is T6061 T6 or T6063 Tb <br /> CONNECTOR SCHEDULE <br /> 1. l/4"Dia Tap con w/minimum i"embedment maximum 6"from posts 24"O.C. <br /> elsewhere thru 2x2x.Q92 (minimum) angie w/2 #IO TEKS into each side of posts <br /> 2. 1%2 x 2'/g 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 Special and 2#10 TEKS each side into posts <br /> 4. 1%z x 2%a R.C. w/4#10 TEKS into beam,2 each side of R.C. <br /> 5. Past to Beam: Notched Post and/or 2%R.C. w! <br /> __#10 TEKS Post to beam <br /> 3 #10 TEKS each side thiu R.C. into beam <br /> 6. Extemal Gussett Length=3 times height af beam <br /> �# ;Q TEKS per each half of each side of splice plate which is minimum thickness as <br /> bearn <br /> 7. Super Gutter Connection <br /> (A)Super Gutter Connectian to Honse:minimum#10 x 2"at 12"maximum on <br /> centers into host structure <br /> (B) 1%z x 2'/8 RC. w/6#10 TEKS into gutter and�#10 TEKS tlu�u.R.C. inta beam <br /> 8. Roof Diagonal Wind Bracing Toe screwed with minimum 2 #1�2"screws each end <br /> 9. Tri Bracket w/Stainless Steet Cable to be fastened w!9�V`������ g <br /> ` � �f racket and 2 <br /> `���'P,�G . ...� �� <br /> '/."x 2'/a"Tap con thru cable into cancrete ..`�v�;••�,�G E N ti`r ti: <br /> :�: »• �� : <br /> � No • <br /> • :* r <br /> � *: = <br /> �"Q� •�• <br /> :�� S A F :�� <br /> %�O•(;�,�'� � � ��P���`: <br /> ����ss�4 N A�E�.���� <br /> ii <br />