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<br />BEAM TO POST CONNEC.TIONS <br /> <br /> <br />7/8- " .050- RECEIVING <br />:70 2--,,- POST W/ <br />'S " f!- O.c., STAGGERED <br />701iEAM W/ "Ox3/4- <br />c.. STAGGERED, EACH SIDE:. <br />'2) L 2~1t2-x.050- I/A Y BE <br />OF RtEtVlNG CHANNEL. <br /> <br /> <br />2 X 3.- TOP PLA'IF <br />W/ (2) #10 S.I/.5. <br /> <br />[7 7/2- I( <br />CHANNEL <br />"Ox3/4- <br />ANDSEClJ. <br />TEKS " ,- <br /> <br /> <br />NOTCHm 2- X <t 5.1/.~ <br />TaESCOPED OI.f'R 2- X POST <br />AND SECURED W/ 170 X 3 - TEKS <br />" 3/4- O.c. STAGGERED ON EA. SIDE <br />t/D1E: 5.1/.B. USED AS POST I/A Y <br />1FLESCOPE 0\9 5.1/.B. USED AS <br />BEAM <br /> <br />OPT/ON 1 DETAIL <br />N. T.S. <br /> <br />OPT/ON 2 DETAIL <br />N. T.S. <br /> <br /> <br />2 X 3 INTERNALL Y <br />SCRE1IED W/2- X "0. <br />((4) / COL.) <br /> <br /> <br />#10 X 3/4- " 3/4- <br />O.c.. STAGGERED ON <br />EA. SIDE. <br /> <br />NOTCH 2 X-S.I/.B. 70 <br />OVERLAP 2 X-POST <br /> <br />2 X :s SPECIAL <br /> <br />2 X 2 X .040- <br />, X 2 TOP PLA'IF <br /> <br />#10 X 7 7/2- INTO 2-)(2- <br />" 24- O.c. (I/AX.) <br /> <br />2 X 4 (l/IN.) <br />POST <br /> <br />o TION 3 DETAIL <br />N. T.S. <br /> <br />2 X _ S.I/.B. <br /> <br /> <br />OPT/ON 4 DETAIL <br />N. T.S. <br /> <br />CONNECT [ CHANNEl... 70 FASaA <br />W/ #10 X 7 1/2- 5.1/.5. " 7- ac. STAGGERED <br /> <br />[ 7 7/2- X 2 , X .050- RECEIVING <br />CHANNEL W/"O 3/4-' TEKS, " ,- O.c.. <br />STAGGERED ON TH Slots. <br /> <br /> <br />NOTE: <br />I/IN.' 7/2- FA5aA THICKNESS, SECURED 70 <br />END OF TRUSSES W/ (2) #10 X 3- 5.1/.5. <br /> <br />TO FASCIA CONNECTION <br />N. T.S. <br /> <br />THESE STRUCTURES DESIGNED WITH THE 2004 <br />FLORIDA 8LDG. CODE W/ 2006 SUPPLEMENT <br />cl' CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WIND VELOCITY (3 SEC. GUST) EXPOSURE 8 de C. <br />VOID AFTER 2-1-09 <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA \lEN, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 1-F <br />