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<br />BEAM <br /> <br />m POST CONNECnONS <br /> <br />2" X _~_ TOP PLA TE <br />w/ (2) "0 S,M.S, <br />(OR EOUIv.) <br /> <br />2 X ___ TOP PLA TE <br />W/ (2) "0 SMS. <br /> <br />[ 1 1/2" X 2 I/S" X .050" R~CEIVlNG <br />CHANNEL SECURED TO 2" X J_ POST <br />W/ H10 X 3/4" TEKS 0 ," O.C. , <br />STAGGERED AND SECURED TO BEAM W/ <br />HID X 3/4" TEKS tl) 1" O.C, , STAGGERED. <br />EACH SIDE. <br /> <br />(OPTIONAL) (2) L 2" X 2" X' :050" MAYBE USED <br />IN LIEU OF RECEIVING CHANNEL <br /> <br /> <br /> <br />2 X ___ S,M,B, <br /> <br /> <br />NOTCHED 2" X ___ S.M.B. <br />TELESCOPED OVER 2" X ___ POST <br />,: /lND SECURED W/ #/0 X 3/4" TEKS <br />tIP 3/4" O,c, STAGGERED ON EA. SIDE <br /> <br />OP T/ON 1 DETAIL <br />N TS. <br /> <br />OP T/ON 2 DETAIL <br />N T. S, <br /> <br />2 X ___ S.M.B. <br /> <br /> <br />NOTCH 2 X___S,M.B, TO <br />OVERLAP 2 X___POST <br /> <br />2 X 3 SPECIAL <br /> <br /> <br />2 X 3 INTERNALL Y <br />SCREWf:D w/2" X #10, <br />((4) / COL) <br /> <br /> <br />2 X ___ S.M.B. <br /> <br /> <br />2 X 2 X .040" <br />1 X 2 TOP PLA T[ <br /> <br />"0 X 3/4" t!P 3/4" <br />O.C., STAGGERED ON <br />E A. SIDE. <br /> <br />#10 X 2" INTO 2"X2" <br />tIP 24" O. C. (MAX.) <br /> <br />2 X 4 (M1N.) <br />POST <br /> <br />#10 X 3/4" tIP 3/4" <br />D.C., STAGGERED ON <br />EA. SIDE. <br /> <br />2" (MIN.) <br /> <br />2" (MIN.) <br /> <br />OPTION 3 DETAIL <br />NT-5. <br /> <br />- 2 X 4 (MIN) S,M8. <br />NOTCHED TO RECEiVE <br />ROOF BEAM. <br /> <br />2 X ___ S,M.B. <br /> <br /> <br />OPT/ON 4 DETAIL <br />N. T. S. <br /> <br />CONNECT [ CHANNEL TO FASCIA <br />W/ H'O X 1 1/2" S,M.S, C ," O.C, STAGGERED <br /> <br />[ I 1/2" X 2 I/S" X .050" RECEIVING <br />CHANNEL W/ H10 X 3/4" TEKS. @ 1" O.C" <br />STAGGERED ON BOTH ~DES <br /> <br />NOTE: <br />MIN. 1 1/2" FASCIA THICKNESS, SECURED TO <br />END OF TRUSSES wi (2) Hl0 X 3" S.M.S. <br /> <br />BEAM <br /> <br />TO <br /> <br />FASCIA <br /> <br />CONNECTION <br /> <br />N TS. <br /> <br />THESE STRUCTURES DESIGNED WITH <br />THE 2001 FLORIDA 8~. CODE <br />& CHAP. 6 OF ASCE 7 FOR 135 MPH WINO <br />VELOCITY (3 SEC. GUST) EXPOSURE A-D. <br />VOID AFTER 2-1-07 <br /> <br />DA VIO NORRIS ENGINEERING <br />112 COLEMAN 11'0. <br />WIN TER HA VEN, FL. 33880 <br />(863) 299-I04a PE. 32/86 <br /> <br />Pg. J-F <br />