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<br />L <br />W,RIES <br /> <br />L <br />L-3Xh <br /> <br /> <br /> <br />2 X _ 5.1.1.6. <br /> <br />2 X __ SLOTTED OVER 2 X --- <br /> <br />OP T/ ON <br />N. T.S. <br /> <br />1 DETAIL <br />B~AM <br /> <br />SPLICE DETAILS <br /> <br /> <br />'2 X 2'5 BUTTED TOGETHER <br /> <br />OPT/ON 3 DETAIL (EXTERNAL GUSSET) <br />N. T.S. <br /> <br />I' Xc' TOP PLA TE: <br /> <br /> <br />110 X 2' S.M.S, <br />INTO SCREW 80SS <br /> <br />2X_POST <br /> <br />c' Xc' CHAIRRAIL <br /> <br /> <br />I' Xc' BOTTOM PLA TE <br /> <br />" <br /> <br />2 X _ 5.1.1.6. <br /> <br />2 X _'5 BUTTED TOGETHER <br />OP T/ON 2 DETAIL (INTERNAL 'GUSSET) <br />N. T.S. <br /> <br />Fastner Schedule I- x 3/4" 1EKS - TOTN. REQ'D;tA. SlDEjBE).1I <br />Beam Size (S.M.S. OP7ION 1 OP7ION 2~3 <br /> #10 112 #14 110 112 #14 <br />.2 X 4 8 6' 5 16 12 10 <br />2'X 6 12 9 7 24 18 14 <br />2X7 16 12 9 32 24 18 <br />2X8 20 15 12 40 30 24 <br />2X9 24 18 14 4B 36 28 <br />2 X 9X.310 28 21 17 56 42 34 <br />2 X 10 32 24 19 64 4B 38 <br /> <br />NO TE: <br />GUSSET MA TERIAL && 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 />-: <br /> <br />(TYP.) I' X I' X 2' <br />ANGLE CLIPS EACH <br />SIDE OF POST /1/ (4) <br />'8 X 1/c' S. M. S. OR <br />{ 2 1/8' (DASHED) <br /> <br />OPT raNAL <br />[ 2 1'/8' X 2' <br />IN LIEU OF <br />(2) L I' X I' X 2' <br /> <br />2 X 3- POST <br /> <br />c;Xc' CHAIRRAIL <br /> <br />1 ' Xc' BOTTOM PLA TE <br /> <br />'4., <br /> <br />. 1i4" X 2 1/2' <br />,...,. .'.. CONC. A,8. <br />024" O.C, <br /> <br />... <br />"... <br /> <br />," .... <br /> <br />. 1/4' X 2 1/4' ..... <br />. ' .. T-80LTS 024' O.c. <br />POST TO D~CK <br />N. T.S. <br /> <br />, .. <br /> <br /> <br />3'x3' ALUM. POST <br />10'x1'x1/8' ;;3 1/2'x1/4'- THRU BOLT <br />ALUM. FLATBAR APPROX. 4' ON POST <br />STRAP <br />E 3' ALUM. CAs,nNG w/ 2-3 1/z'x1/4"- <br />~ THRU BOLTS AND 2-1/4'_xZ 1/Z' <br />00 <br />~ 4' 3000 p,S.I. CONe. SLAB <br /> <br />1/4'_x2 1/Z" <br />TAPCON <br />o 0 <br />FoonNG <br /> <br /> <br />THESE STRUCTURES DESIGNED ~ <br />THE 2004 FLORIDA BLDG. COD <br />&: CHAP. 6 OF ASCE 7 FOR 1.3 PH WIND <br />VELOCITY (.3 SEC. GUST) EXPOSURE A-D. <br />VOID AFTER z~1-07' <br /> <br />DAVID NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA VEN, FL .3.3880 <br />(86.3) z99-1048 P.E. .32186 <br /> <br />POST BASE W/ STRAP A TTACHMENT DETAIL <br />N.T.S. <br /> <br />Pg. 1-E <br />