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<br />BEAM SPLICE DETAILS <br />I <br /> <br />L <br />VARIES. <br /> <br /> <br />2 X ___ SLOTTED OVER 2 X __ <br /> <br />OPT/ON 1 DETAIL <br />N. T.S, <br /> <br />L <br />L-3Xh <br /> <br /> <br />2 X _7.._ 's au TTED TOGETHER <br />~"" '"I 's Qv'TT'.o i()~En'H~ <br />OP T/ON 3 DETAIL (EXTERNAL GUSSET) <br />N. T. S. <br /> <br />/ ' Xc' TOP PLA Tr <br /> <br /> <br />"0 X 2" 5.M.s., <br />INTO SCREW 8055 <br /> <br />2 X ____ POST' <br /> <br />c' Xc' CHAlRRAlL <br /> <br /> <br />"0 X 2' S.M.S. <br />INTO SCREW 8055 <br /> <br />/' Xc' BOTTOH PLATE <br /> <br /> <br />... <br /> <br />. ' . . 1/4" X 2 1/4" <br />.... .." T-BOLTS 024" O.C. <br /> <br />.. <br />'." <br /> <br />. .. <br /> <br />.. <br />"-: <br /> <br />L <br />L-3Xh <br /> <br /> <br /> <br />..... <br /> <br />2 X ___ 's au TTED TOGETHER <br />OPT/ON 2 DETAIL (INTERNAL GUSSET) <br />N. T.S. <br /> <br />FOlltner Sch<<lule l- II J/4 mcs - TOTAL REO'OjrA. SlOE/BEAIi <br />8f/om Size (S.M.B. ~.'OP'(1ON 1 OPTION 2tkJ <br /> "0 "2 114 110 "2 "4 <br />2X4 8 6 5 16 12 ' 10 <br />2X6 12 9 7 24 18 1.4 <br />2X7 16 12 9 J2 24 18 <br />2X8 20 IS 12 40 JO 24 <br />2X9 24 18 14 . 48 J6 28 <br />2 X 9X.Jl0 28 21 17 56 42 J4 <br />2 X 10 32 24 19 64 48 J8 <br /> <br />NO TE: <br />GUSSET MA TE:RIAL & MIN, <br />THICKNESS SAME AS S.M.B. <br /> <br />FASTENERS STAGGERED <br />AND EVENL Y SPACED. <br /> <br />TOP PLA TE: <br /> <br /> <br />(TYP.) <br />6" <br />'1 <br /> <br />(TYP.) /' X /' X c' <br />ANGLE CLIPS EACH <br />SIDE: OF POST 11/ <br />(4) '118 X //2' S. H. S. <br /> <br />3 <br />2 X ____ POST <br /> <br />c-X2' CHAIRRAIL <br /> <br />J ' X2' BOTTOH, PLA TE: <br /> <br />'." <br /> <br />. .. <br /> <br />. 1/4" X 2 1/2' <br />. . 4 CONe, AB. <br />o 24" O.C. <br /> <br />.. <br />"-: <br /> <br />'4 , <br /> <br />.4 .. <br /> <br />POST TO D~CK <br />N. T.S. <br /> <br />THESE STRUCTURES DESIGNED WITH <br />THE 2001 FLORIDA BLDG. CODE <br />de CHAP. 5 OF A_ 7 FOR /35 MPH WINO <br />'VELOCITY (3 SEC. GUST) EXPOSURE A-D, <br />VOID AFTER 2-/-07 <br /> <br />DA VfD NORRIS ENGINEERING <br />1/2 COLEMAN RD. <br />WfN TrR HA VEN, FL. 33880 P 7 L <br />(863) 299-1048 P.E. 32/85 g, -c <br />