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<br />L <br />VARIES <br /> <br /> <br />2 X __ SLOTTED OVER 2 X ___ <br /> <br />OP T/ON 1 DETAIL <br />N. T.S. <br /> <br />L <br />L-3Xh <br /> <br /> <br />2 X _'s BUTTED TOGETHER <br />OP T/ON 2 DETAIL (INTERNAL 'GUSSET) <br />N. T.S. <br /> <br />BEAM SPLICE DETAILS <br /> <br />L <br />L=3Xh <br /> <br /> <br />. . <br />\... . <br /> <br />"2 X ~'s BUTTED TOGETHER <br /> <br />OPT/ON 3 DETAIL (EXTERNAL GUSSET) <br />N. T.S. <br /> <br />l' X2' TOP PLA TE <br /> <br /> <br />110 X 2' S.M.S. <br />INTO SCREW BOSS <br /> <br />2 X _ POST <br /> <br />2' X2' CHAlRRAlL <br /> <br />l' X2' BOTTOH PLA TE <br /> <br /> <br />110 X 2' S.M.s. <br />INTO SCREW BOSS <br /> <br />'.., <br /> <br />. . <br /> <br />. <br />...: <br /> <br />'4., <br /> <br /> <br />3'x3' ALUM. POST <br />!:-3 1/2'x1/4'" THRU BOLT <br />APPROX 4' ON POST <br />E 3' ALUM. CA$nNG W/ 2-3 1/2'x1/4', <br />~ THRU BOLTS AND 2-1/4"x2 1/2' <br />00 <br />~ 4" 3000 P.S.I. CONe. SLAB <br /> <br />10'x1'x1/8' <br />ALUM. FLA TBAR <br />STRAP <br /> <br /> <br />1/4'''x2 1/2' <br />TAPCON <br />o 0 <br />FOOnNG <br /> <br />POST BASE W/ STRAP A TTACHMENT DETAIL <br />N.T.S. <br /> <br />Foamer Schedule I- x .1/4' 1EKS - roTAL REtlt1j!A. SIDE/BEMI <br />Beam SIze {S."'.B. OPTION 1 OPTION 24<3 <br /> <br />#10 "2 "4 "0 "2 #14 <br />8 6 " 5 16 12 10 <br />~ 9 7 H ~ H <br />16 12 9.12 24 18 <br />20 15 12 40 30 24 <br />24 18 14 48 38 28 <br />28 21 17 56 42 34 <br />32 24 19 64 48 38 <br /> <br />.2 X 4 <br />2'X6 <br />2X7 <br />2X8 <br />2X9 <br />2 X 9X310 <br />2 X 10 <br /> <br />NOTE: <br />GUSSET MA TERIAL '" MIN. FASTENERS STAGGERED <br />THICKNESS SAME AS 5.M.8.. AND EVENL Y SPACED. <br /> <br />TOP PLA TE <br /> <br /> <br />(TYP. > l' X I' X 2' <br />ANGLE CLIPS EACH <br />SIDE OF POST V/ (4) <br />#8 X 1/2' S. H. S. OR <br />[ 2 1/8' (DASHED) <br /> <br />OPTIONAL <br />[2l/B'X2' <br />IN LIEU OF <br />(2) L I' ~ r X 2' <br />2 X !:f.- POST <br /> <br />2;X2' CHAIRRAIL <br /> <br />l' X2' BOTTOH PLATE <br /> <br />'.., <br /> <br /> <br />." .. <br /> <br />" 1/4' .if 2 1/2' <br />. . · CONe. A.B. <br />o 24' O.C. <br /> <br />.. <br />...: <br /> <br />.. . <br /> <br />THESE STRUCTURES DESIGNED WfTH <br />THE 2004 FLORIDA BLDG. CODE <br />&: CHAP. 6 OF ASCE 7 FOR 135 MPH WfND <br />VELOCITY (3 SEC. GUST) EXPOSURE A-D. <br />VOID AFTER 2"'-1-07' <br /> <br />DA V1D NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WfNTER HAVEN. FL. 33880 <br />(863) 299-1048 P.E. 321B6 <br /> <br />Pg. 1-E <br />