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SYMMETRICAL <br />� � <br />SYMMETRICAL <br />(1666) <br />FILLED CELL LEGEND <br />CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) <br />2ND FLOOR DOWEL LAYOUT PLAN <br />SCALE: 1 /4" = V-0" <br />er! <br />N <br />CO <br />N <br />C" <br />o <br />m <br />LU <br />d LU <br />W <br />� t <br />U- <br />C <br />a. ti oC7 <br />t/ ` <br />cc <br />G V N <br />N co C <br />N d C 1 <br />G d N ]L <br />W <br />w <br />E c <br />y o E <br />3 �° <br />� <br />Ufm <br />io ai m <br />' G. <br />c � <br />� o <br />G. u <br />O <br />w <br />\Oe`1�tti�t <br />6¢o6w/v <br />• <br />S <br />0 E•• <br />GN N <br />. <br />v� <br />•� <br />PLO <br />'• � <br />: 'tv1 <br />F 1. C� <br />`�fffA,sa�h SS10\\ <br />r` `i� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />0 <br />E <br />� a 8 <br />IF <br />O <br />p <br />_ <br />dl <br />rp n <br />Q <br />In <br />04 <br />C -/ LL w <br />J LL. LL SS w p_ <br />- o a <br />z3(o <br />t <br />�' <br />m� <br />] NNE 0o <br />Z <br />LLN <br />CLOO N Z Q <br />Z <br />O0 U <br />W <br />El <br />Z NNp <br />z 0D <br />Z r; <br />a <br />n <br />E31 <br />N <br />c� <br />z � <br />C9 0 <br />LL <br />In <br />W <br />Va <br />O <br />N <br />W $ <br />� N <br />_w J <br />Q <br />seo <br />� <br />M <br />J <br />LL <br />a <br />55 <br />Z <br />CC <br />C <br />�z <br />Q O <br />V <br />wo <br />�® <br />Up <br />Z <br />M <br />F- � <br />g E <br />'0 <br />xc"i <br />a� <br />< z <br />�v <br />$Z <br />r <br />Z <br />N <br />ro <br />ao <br />d <br />r0 <br />NC <br />= <br />yo <br />U <br />h <br />i <br />m o <br />Z <br />z <br />Z <br />to J <br />Q <br />F'0 <br />Q W <br />�z <br />N <br />d <br />U� <br />�� <br />�U <br />a <br />v w <br />W <br />O <br />ui a <br />�5 <br />¢ <br />a <br />CjD <br />za <br />03 <br />0 <br />2 CV <br />> M <br />2 <br />c <br />0 <br />a <br />0 <br />LO <br />coQo^o <br />c <br />T <br />:3 r <br />Cr <br />a° <br />c a <br />LO <br />C.0 <br />to <br />a <br />Q <br />_a <br />R <br />CV <br />F-- <br />c <br />.0 M <br />LO <br />rn CN o <br />0 <br />000 <br />co c`V <br />N <br />M <br />� <br />�n <br />M r- <br />r <br />E <br />E <br />l <br />r <br />Z <br />Z <br />^ ' <br />E Q <br />N <br />y <br />co <br />Q. <br />E• • <br />0 � <br />.� <br />¢ o <br />C <br />JOB <br />NO: 22-12488-12485 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />4 <br />