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, - , <br /> � � - <br /> Aluminum Grade is Tb061 T6 or T6063 T6 <br /> CONNECTOR SC�iEDYJ'I,E <br /> 1. 1/4"Dia Tap con w/minimum 1"embedment maximum 6"from posts 24"O.C. <br /> elsewhere thiv 2x2x.092(�nimum) gte w/2 #i 0 TEKS into each side of posts <br /> 2. 1!/Z x 2'/g R.C. w/2#1�TEKS to p st and 2 #1 U TEKS to chairra.il <br />, 3. 1'/�x 2'18 IZ.C.w/4#10 TEKS into 2 3 Special and 2##10 TEKS each side into posts <br /> i i � e,a��eree <br /> 4. 1/2 x 2/e R.C.w/4#10 TEKS inta bea.m, 2 each side of R.C, �0�e0;GNAE eo,��```��e <br /> : <br /> ,,°° �•°' ` 'Q e�� <br /> . 5. Post to Beam: Notched Post andfor 1/g R.C,w! o° �•''� . �Fti'•� `°o� <br /> m a. 3 �:�,� <br /> ,': #10 TEKS Post to beam m�� r� ;o� <br /> — _ �� szm <br /> T • <br /> 3 #10 TEKS each side thru R.�. i a be Am '•� rF °'� ° i <br /> azn m pF o ; <br /> o'B.ceS��ON :9�D A .�LQ`��`��. <br /> 6. Ex tern a l Gussett Length=3 times h ight of beam '°',,Bq� E N G�N�,@�°° <br /> .. BA���asaae�eeee <br /> ..�. <br /> # i' TEKS e <br /> .=,_ � p r each half of each s2d�of splice plate wiuch is minimum thick�ess as <br /> beam <br /> 7. Super Crutterc Connection <br /> (A)Super Gutter Conneciion to ause; minimum#10 x 2"at 12"ma�cimum on <br /> centers into host structure <br /> (B) l%Z x 2'/e R.C. w/6#10'TE into gutter and�#10 TEKS thru R.C. into beam <br /> 8. Roof Diagonal Wind Bracing Toe screwed urith minimum 2 #10x2"screws each end <br /> 9. Tri Bracket w/ Stainiess �teel Cable o l�e fast�nec�w/9#IU TEKS into Tri Bracket and� <br /> i » i « � <br /> /4 x 2/4 Tap con thru cable into concrete <br />