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E <br />rn <br />3 <br />c <br />a <br />00 <br />0 <br />O <br />CD <br />N <br />to <br />I <br />0 <br />N <br />a <br />rn <br />c <br />v <br />v <br />0 <br />J <br />cp <br />N <br />cp <br />I <br />O <br />c <br />v0 <br />-o <br />i <br />c <br />49 <br />Q <br />N <br />N <br />d <br />E <br />y <br />E <br />0 <br />x <br />v <br />c <br />J <br />Cn <br />LZ <br />In <br />U <br />v <br />c <br />0 <br />U <br />'o <br />d <br />c <br />0 <br />v <br />pU <br />J <br />av <br />LZ <br />0 <br />0 <br />w <br />0 <br />0 <br />a <br />O <br />O <br />rn <br />w <br />45 <br />Y <br />m <br />v <br />cn <br />2" <br />1" <br />N <br />iv <br />2" <br />N <br />oo <br />1" <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />I�''I <br />2" >� <br />1'-10" <br />r^ <br />N <br />_ <br />12" <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />„ a 1'-54" <br />3/4 RADIUS <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />C'' <br />rM <br />CAP <br />N <br />m <br />0 <br />M <br />iv <br />22" <br />12" <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />-IN <br />r <br />1„ 1'-4" 1„ <br />1„ 1.4. <br />4" <br />3a' a <br />MIV' <br />� Ala <br />r'Tv 1„ 1„ <br />3„ <br />.4" .p-2 <br />N <br />Op <br />N 3" <br />T q" 4" <br />MIV c+Y-ITV <br />VARIES <br />1„ <br />2 <br />- <br />12 <br />1„ <br />2 <br />SIN <br />M <br />32 11" 32' <br />1" 1" <br />1 -8" <br />1" <br />2 1/2" RADIUS <br />BASE <br />LO :- <br />N <br />BASE <br />4 <br />/ <br />• <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ <br />� <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />2" 2" <br />EDGE OF <br />OPENING <br />2" <br />—� <br />�N <br />1" 1'-4" <br />k.1 <br />1" <br />�Q <br />r <br />2a <br />. <br />1-1/2" THICK <br />1-1/2" THICK <br />4 <br />N <br />4" 10" <br />SIN <br />C7 <br />�4" <br />N •-M <br />10" 6" <br />O1 <br />iv <br />^15 <br />3„ <br />a <br />z <br />N <br />2„ 4„ 3„ <br />6" <br />2" 11 2" <br />iv <br />U) <br />in <br />M <br />1-1/2" THICK <br />' <br />32 <br />24„ <br />r <br />rM <br />2'-4" <br />4' <br />�� <br />52, <br />1 -5„ 52„ <br />_ <br />00 IN <br />1, 4., 3„ <br />I I <br />N <br />2r <br />io <br />TM <br />51„ <br />4 <br />3„ <br />a 1" <br />1" <br />12 <br />, <br />0 <br />-' I`� <br />VARIES <br />VARIES <br />2 <br />w <br />D'J <br />VARIES <br />VARIES <br />4" 8 <br />r--------- <br />N N <br />pp <br />`° i Rs.. `° <br />1 <br />3 2 <br />3. <br />�� <br />�^ <br />2' 44° <br />Me <br />�11 <br />• <br />OPTIONAL <br />KEYSTONE F11 b :7 <br />4" GARAGE DR. OPENING 4" <br />KEYSTONE F11 00 <br />OPTIONAL <br />s„ 3" <br />3 a 4" WINDOW OPENING 4" T. <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />6" 4" <br />R44r„ <br />• <br />VARIES <br />NOTE: <br />•FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />-63" 1 �„ <br />a 4 a <br />6 , <br />2 <br />54" <br />2'-1„ <br />1'-1 54,E <br />1'-4„ <br />f2" <br />00N�19 <br />1 " <br />3'-8" <br />4" 3'-0" <br />10„ 1,_4�, <br />4" <br />10" <br />= <br />0 <br />co <br />N <br />7 <br />'� <br />N <br />N <br />o <br />ZV <br />o? o � <br />M M r <br />• <br />Ll <br />1" <br />'70, <br />z <br />CV� <br />O <br />GENERAL NOTES: <br />M <br />im <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />co <br />0 <br />N <br />LO <br />O <br />rn <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />1I, <br />4 <br />I�♦♦ <br />V <br />E <br />N O N <br />to <br />N p o7 <br />N J <br />- LL <br />C <br />N <br />-6 <br />J W <br />(Ii <br />fn r <br />LL J p, <br />LL <br />m�L <br />J-a� <br />W <br />aa LU � <br />� Z O <br />Z <br />f6 G <br />O H <br />y+;o <br />�'@Ntp <br />0 <br />m m O <br />m <br />W <br />Wz <br />Cf) <br />J 0 °¢ <br />IL <br />c0 N 0 <br />M Z <br />K D <br />< OLo <br />Z <br />N <br />U <br />❑❑❑ <br />z N M <br />o <br />z WCO <br />� o <br />Cc 7t�_ <br />a <br />n <br />n <br />Z <br />CA <br />O <br />O <br />N <br />w o <br />c <br />ta�6 <br />d <br />c <br />LL <br />E <br />I <br />r <br />= w d <br />o <br />®0 <br />o <br />� <br />J <br />w <br />M <br />M <br />a� <br />Z <br />L.1_ <br />o 'z <br />QQ <br />20 <br />C,L <br />00 <br />U0 <br />9U <br />Q <br />O <br />X U <br />0o <br />,O U <br />�¢ <br />O <br />(V <br />QZ <br />0 <br />¢o <br />Wz <br />rp <br />M <br />U) C <br />o< <br />U <br />m0 <br />O <br />Z <br />J <br />0 <br />Q W <br />iz <br />a 3 <br />SW° <br />rj <br /><o <br />o� <br />=� <br />�3 <br />CD¢ <br />CD <br />rt <br />z¢ <br />}� <br />a <br />03 <br />0 2CV <br />= <br />nL <br />� <br />� <br />N <br />W <br />\ <br />(9 <br />1= <br />U <br />00 <br />CL <br />W <br />1 <br />~ <br />E o <br />d" <br />co CN <br />,T� <br />N <br />T—' <br />Lo <br />— <br />m <br />00 <br />°' <br />M <br />o <br />E <br />c T_ <br />ri <br />Z <br />Z <br />C <br />E Q <br />E <br />`� <br />m <br />C <br />d <br />U J <br />Q <br />J <br />JOB <br />NO: <br />20-6226 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />