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2" <br />1" <br />iv <br />iv <br />2" <br />;y <br />00 = <br />CD <br />1• <br />VARIES <br />'NOTE: <br />FOAM TO BE USED ONLY WHEN ^ <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, �2��� <br />DETAIL TO BE 1" 2" OPENING VARIES 2" �--j� <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />°,N <br />^ N <br />_ <br />12' <br />CAP <br />1"RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS 4 1'-54' - <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />- <br />�M <br />"la <br />CAP <br />N <br />CO <br />1 1" <br />1 _q <br />0 <br />M <br />N <br />21„ <br />2 <br />12 <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />r•IN <br />1'-4" <br />4" <br />34' 4" <br />Mld' <br />� Ala <br />T <br />MTV 1 „ 1 "43 <br />I I I I <br />N �V <br />��Iv TOp <br />SIN 3 <br />_ <br />coil* M� <br />VARIES 12' <br />,,, ,,, <br />2 2 <br />SIN <br />M <br />32 11" 32 <br />1" 1" <br />1" <br />2 1/2" RADIUS <br />BASE <br />Lr, - <br />EO <br />CD <br />N <br />BASE <br />4 <br />N <br />12, <br />"NOTE: <br />VARIES <br />$" 2" <br />3„ <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 />2a <br />• <br />O <br />, <br />N <br />1-1/2" THICK <br />1-1/2" THICK <br />q„ <br />101, <br />21" <br />4 <br />_ IV <br />� <br />10" 6" _ <br />Ij�I CV <br />3" <br />4 <br />2 <br />N <br />2„ q" 3„ <br />6 <br />w <br />> <br />w <br />> <br />rIN <br />M <br />1-1/2" THICK <br />32' <br />24„ <br />_I <br />'- <br />�M <br />2'-4" <br />- <br />52 , <br />i t 5„ 52" <br />_ <br />N <br />°° <br />3'. 1" <br />1'_4" 3' <br />&I <br />r <br />0 2 <br />51„ <br />4 <br />VARIES <br />VARIES <br />2' <br />W <br />Q <br />r <br />t <br />I <br />21„ <br />• <br />VARIES <br />VARIES <br />411 8„ <br />00 r I _ <br />Rs" cD <br />%-I- <br />2 <br />�M <br />32 <br />C <br />2 44„ <br />Q� <br />KEYSTONE F11 b - <br />OPTIONAL <br />' 4" GARAGE DR. OPENING 4"L3- <br />oo - <br />KEYSTONE F11 <br />OPTIONAL <br />&3„ <br />4 4" WINDOW OPENING 4" 4" <br />1 <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 />(V CV <br />R44r„ <br />2 <br />VARIE <br />2" <br />eo <br />1 " <br />E <br />v <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-8" <br />4" 3'-0" 4" <br />101, 1' 4" 101, <br />11„ 1 -63,, 11 <br />4 4 114 <br />0 <br />io - <br />(V <br />1 <br />211, <br />2 -1 <br />-12 54„ <br />7 <br />N <br />iv <br />(V <br />1„ <br />o <br />_ <br />CV <br />sa <br />co o I <br />M M � <br />1" <br />2 <br />CV� <br />- <br />GENERAL NOTES: <br />M <br />-dl <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />2�1 <br />_.1 <br />L� <br />C� <br />L— <br />[L1- <br />N <br />O <br />CV <br />6> <br />N <br />O <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 <br />Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W- <br />00 r- <br />�{ <br />ot pE <br />O CM U <br />00 <br /># <br />N <br />N <br />pop -� <br /># <br />9j G <br />7 n oo N <br /># LL Lu <br />M <br />Q <br />cpl��� <br />N M <br />n. <br />LL W <br />C <br />0zz. LU In <br />N co 41 <br />O <br />0IL <br />W <br />05 n rn <br />Z <br />N M Z <br />a <br />W N O <br />Z <br />U <br />U <br />W <br />V M V <br />z N <br />o g <br />cD <br />Q <br />W <br />J <br />a <br />n <br />CD o <br />4 <br />LL <br />W <br />0 <br />V <br />O� <br />W p <br />N c <br />U <br />E <br />d <br />U o y <br />c U) <br />®Q <br />o <br />co <br />w <br />M <br />J <br />w <br />N <br />� <br />"�� <br />m E <br />Eoa <br />F— r6 <br />x0 <br />U <br />�0 <br />O� <br />O <br />a¢ <br />¢ ZU <br />W z <br />r <br />d <br />m <br />73y <br />c <br />z <br />pY <br />o <br />OLL <br />z <br />U <br />m <br />z <br />Q W <br />V) J <br />N <br />¢ ° <br />o <br />z <br />5� <br />MEN!? <br />a <br />tiw <br />¢LL <br />o� <br />Jz <br />�3 <br />CDw� <br />O <br />>O <br />a <br />00� <br />CD <br />za <br />Q <br />> Lo <br />1_J <br />rn <br />m <br />O <br />L <br />� <br />� <br />U <br />LO <br />�\ <br />Q <br />> <br />O <br />O <br />cYi <br />m <br />n' <br />O <br />_ <br />W <br />T <br />o N <br />O) <br />N <br />� <br />r <br />T <br />ai <br />E <br />c <br />M <br />o <br />Z <br />M <br />Z <br />E O <br />N <br />N <br />CU <br />d <br />E <br />U <br />v d <br />Q 0 <br />c <br />JOB <br />NO: <br />21-1077 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />