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<br />BEAM TO POST CONNEC.TIONS <br /> <br />[1 1/2- If <br />CHANNEL <br />#1OK3/""- <br />ANDSEC/J. <br />TEKS 0 1- <br /> <br />1/8- Jt .050- RECElIANG <br />'CURED ro 2-K- POST W/ <br />o t- O.c., STAGGERED <br />ro SEAM W/ #10Jt3/""- <br />. c., STAGtERED, EACH SIDE. <br /> <br />'2) L 2,-)(2-1(.050- UA Y 8E <br />OF REDIANG CHANNEL. <br /> <br /> <br />2 x.3 TOP PLATE <br />W/ (2) 110 S.U.s. <br /> <br /> <br /> <br />1- (UIN.) <br /> <br />NOTCHED 2- X 'b S.U.~. <br />TEJ..ESCOPED Oloei' 2- X POST <br />AND SECURED W/110 X 3 - TEKS <br />03/4- O.c. STAGGERED ON EA. SIDE <br />tiDJE; s.I/.8. USED AS POST I/A Y <br />TELESCOPE Oloei' S.I/.8. USED AS <br />BEAU <br /> <br />OPTION 1 DETAIL <br />N. T.S. <br /> <br />OPTION 2 DETAIL <br />N. T.S. <br /> <br /> <br />2 X J INTERNALL Y <br />SCREVED W/2- X 110, <br />((4) / COL.) <br /> <br /> <br />110 X 3/4- 0 3/4- <br />O.c., STAGGERED ON <br />EA. SIDE. <br /> <br />NOTCH 2 X-S.U.B. ro <br />OVERLAP 2 X-..POST <br /> <br />2 X J SPEQAL <br /> <br />2 X 2 X .040- <br />1 X 2 TOP PLATE <br /> <br />110 X 1 1/2- INTO 2-)(2- <br />o 24- O.c. (UAX) <br /> <br />2 X 4 (I/IN.) <br />POST <br /> <br />o T10N 3 DETAIL <br />N. T.S. <br /> <br />2 X _ S.U.8. <br /> <br /> <br />OPTION 4 DETAIL <br />N. T.S. <br /> <br />CONNECT [ CHANNEL ro FA5aA <br />W/110 X 1 1/2- S.U.s. 0 1- O.C. STAGGERED <br /> <br />[ 1 1/2- X 2 1,/1 X .050- RECElIANG <br />CHANNEL W/110 X 3/4- TEKS, 0 1- O.C.. <br />STAGGERED ON B TH SIDES. <br /> <br />Ei <br /> <br /> <br />NOTE: <br />UIN.1 1/2- FAsaA THICKNESS, SECURED ro <br />END OF TRUSSES W/ (2) 110 X 3- s.I/.s. <br /> <br />M TO FASCIA CON.NECTION <br />N. T.S. <br /> <br />THESE STRUCTURES DESIGNED WITH THE 2004- <br />FLORIDA 8LDG. CODE W/ 2006 SUPPLEMENT <br />'" CHAP. 6 OF ASCE 7 FOR 11o-t50 MPH <br />WIND VELOCITY (3 SEC. GUST) EXPOSURE 8 ct C. <br />VOID AFTER 2-1-09 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA \e/, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 1-F <br />