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<br />" <br /> <br />BEAM SPLICE DETAILS <br />I <br /> <br />L <br />VARIES, <br /> <br /> <br />2 X ___ SLOTTED OVER 2 X __ <br /> <br />OPTION 1 DETAIL <br />N. T. S. <br /> <br />L <br />L-3Xb <br /> <br /> <br />, <br />, <br /> <br />2 X -h..- 's 8U TTED TOGETHER <br /> <br />U <br />~l.: , <br /> <br />OP TlON 3 DETAIL (EXTERNAL GUSSET) <br />N. T.S. <br /> <br />J ' Xc' TOP PLA TE: <br /> <br /> <br />"0 X 2" 5.1,4.5, <br />INTO SCREW BOSS <br /> <br />2 X ____ POST' <br /> <br />c' Xc' CHA/RRAlL <br /> <br />/'xe' OOTTOHPLATE <br /> <br /> <br />, 1/4".it- 2 1/4' <br />. ' " T-80LrS 024" O.C. <br /> <br />"0 X 2' S.M.5. <br />INTO SCREW BOSS <br /> <br /> <br />.... <br /> <br />. .. <br /> <br />.. <br />"','. <br /> <br />." <br />. <br /> <br />'4 <br />. .' <br /> <br />L <br />L-3Xh <br /> <br /> <br /> <br />2 X ___ 's BUTTED TOGETHER <br />OPTION 2 DETAIL (INTERNAL GUSSET) <br />N. T.S. <br /> <br />F'O$tner Schedule <br />B.om Size (5.1,4.8. <br /> <br />'- It J/. 7CKS - TOTAL REOtl;tA. s/Df/BEAJI <br />~ .'OP'(ION I OPnON 2/kJ <br /> <br />"0 /12 "<1 110 "2 "<1 <br />B 6 5 16 12, 10 <br />12 9 7 2<1 18 1,4 <br />16 12 9 J2 24 18 <br />20 ' 15 12 40 JO 24 <br />~ ~ ~ ~ ~ ~ <br />28 21 17 56 <12 J4 <br />J2 24 19 6<1 48 J8 <br /> <br />2X<I <br />2X6 <br />2X7 <br />2X8 <br />2X9 <br />2 X 9X.JIO <br />2 X 10 <br /> <br />NOTE: <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 />2 X _~_ POST <br /> <br />(TYP.) /' X /' X c' <br />ANGLE CLIPS EACH <br />SIDE OF POST V/ <br />(4) '118 X l/e' S. H. S. <br /> <br />c'Xc' CHAIRRAlL <br /> <br />J'xe' OorTOH,PLATE: <br /> <br />(TYP.) <br />6' <br />'1 <br /> <br />.. <br />.... <br /> <br />. 4 <br /> <br />.. <br />'",' <br /> <br />.. fI, <br /> <br />. 1/4' .it- 2 1/2" <br />. . 4 CONC, A.B. <br />o 24" O,C. <br /> <br />'4 . <br /> <br />POST TO D~CK <br />N. T.S. <br /> <br />THESE STRUCfURES OES/GNED 'Ir1TH <br />THE 2001 FLORIDA BLDG. CODE <br />ct CHAP. 6 OF ASJ'E' 7 FOR 135 MPH WIND <br />'VCLOCITY (3 SEC. GUST) EXPOSURE A-D. <br />vOID AFTER 2-1-07 <br /> <br />DA V1D NORRIS ENGINEERING <br />112 COLEMAN RO. <br />'Ir1N TER HA VCN. FL. 33880 P 1 L <br />(863) 299-1048 P.E, 32186 g. -c <br />