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Cm <br />rn <br />00 <br />00 <br />LO <br />Ln <br />v <br />rN <br />..qo <br />0 <br />0 <br />O <br />J <br />Co <br />M <br />I <br />N <br />Q <br />Q) <br />00 <br />cV <br />L0 <br />LD <br />0 <br />(n <br />0 <br />O <br />0 <br />O <br />J <br />ra <br />N <br />Q <br />I <br />A <br />L0 <br />Cr <br />V) <br />0 <br />�v+ <br />C) <br />CQ <br />N <br />0 <br />i <br />d <br />E <br />0 <br />2 <br />C <br />J <br />N <br />LZ <br />O <br />v <br />v <br />c <br />U <br />y <br />U <br />N <br />'o <br />U <br />i <br />z <br />N <br />I <br />Y <br />0 <br />v <br />O <br />J <br />1z <br />a <br />N <br />ti <br />0 <br />0 <br />a <br />CV <br />0 <br />N <br />U <br />0 <br />Cn <br />Q <br />m <br />cn <br />2" <br />1 <br />iv <br />M <br />2" <br />N <br />co = <br />tO <br />1^ <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLYWHEN <br />REQUIRED BY ^ <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" 2" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />SIN <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 />VARIES11 <br />Cl) <br />M <br />"a <br />MIS rIN <br />CAP <br />N <br />fD <br />1" 1" <br />1'_p" <br />N <br />o <br />_ <br />N <br />21" <br />2 <br />12 <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />—IN <br />4" <br />34" 4" <br />c'Na <br />�I7 <br />' <br />MT 1" 1" <br />31, <br />� L�� <br />I I I <br />(V <br />p0 <br />rIN 3" <br />— 4' 4„ <br />'�`'� <br />VARIES 12 <br />2' 2, <br />32 11" 32 <br />1" 1" <br />1.8aa <br />1" <br />2 1/2" RADIUS <br />BASE <br />CO <br />� <br />BASE <br />4 <br />, <br />• <br />CV j <br />I <br />12, <br />*NOTE: <br />VARIES <br />8" 2" <br />3 <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY d <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />2" 2" <br />EDGE <br />OPENING <br />6 <br />1" <br />- <br />2d <br />• <br />- <br />0 <br />fV <br />1-1/2" THICK <br />1-1/2" THICK <br />24n <br />_ <br />'la <br />y.4". 101, <br />1 I <br />T <br />10" 6" <br />iv <br />81 _81 <br />Tri <br />co __ <br />IN HIV <br />M <br />4 <br />f„ <br />2 <br />N <br />2 4" 3- <br />6 <br />2n 2- N <br />w <br />> <br />w <br />FE <br />> <br />_11 <br />M <br />1-1/2" THICK <br />32' <br />— <br />2 -4 <br />1'-10" <br />52a 1 5 52a <br />r241' <br />00 =IN _ <br />^� <br />4 <br />54" <br />� <br />1.4 3„ <br />12 <br />r, <br />z <br />- N <br />o <br />N <br />M <br />VARIES <br />VARIES <br />iaa <br />2 <br />w <br />\LL <br />J <br />M <br />r <br />(V <br />2211 <br />VARIES <br />VARIES <br />r4" 1 8" <br />iv i FV <br />00 <br />� Rs6 rD <br />�M <br />32— <br />do <br />3., <br />�1 �Q �ti <br />2 44 <br />KEYSTONE F11 b <br />OPTIONAL T <br />TGARAGE DR. OPENING 4" <br />00 <br />KEYSTONE F11 <br />OPTIONAL <br />3 , 74'34 <br />3 4 4" WINDOW OPENING <br />•O INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />6" 4" <br />ro R447., <br />2 <br />VARIES <br />2" <br />00 <br />1 " <br />j— <br />_ � <br />ct• <br />NOTE: <br />•FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-8" <br />4" T-0" 4" <br />101, 1,_4" 1 011 <br />14 1'-6�' 14 <br />CV <br />12' <br />54„ <br />1 12„ 54„ <br />7 <br />� <br />iv <br />(V <br />1 1 <br />o <br />i <br />iv <br />N <br />eo o v <br />1 " <br />1" <br />R'70" <br />12 <br />N� <br />O <br />GENERAL NOTES: <br />M � <br />- <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />5 a d O <br />o <br />' ) C <br />._ <br />", <br />. . , <br />a, <br />fo' :2:7. <br />N <br />S-t'ti <br />F <br />.ice <br />p 0 <br />4.-W <br />CV <br />N <br />O <br />[V <br />C' > <br />2! <br />N <br />O <br />is <br />t <br />x <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />F <br />Q <br />O M 8 <br />00 <br />N <br />O N <br />J <br />0 LL. <br />'+ <br />V <br />O <br />w 6 CC) <br />'7 � N <br />- J <br />xk L,` W <br />d <br />CILW <br />LL LL �r <br />Z <br />_ <br />— ate <br />Y <br />i <br />WU) <br />co <br />j '@ N (fl <br />u O J <br />Z <br />crQ <br />¢aa <br />d <br />N M Z <br />O U <br />Of D 0 <br />U <br />Z <br />W <br />❑ ❑ ❑ <br />V M <br />o g <br />Z W <br />QNN <br />z o Q <br />Q v <br />J <br />n- N <br />n <br />V ! <br />Z "OCz <br />Ch o <br />4­1 <br />ro <br />cn <br />W <br />O <br />N <br />�N <br />w a <br />C N <br />r— <br />C6 <br />U <br />111 J <br />U o <br />C U) <br />Q N m <br />0 <br />•Q <br />C> <br />o <br />M <br />w <br />M <br />o <br />U_ <br />c E <br />E <br />zo <br />o'0 <br /><o <br />� <br />> <br />as <br />Za <br />°Ca <br />X� <br />¢ ¢ <br />00 <br />O <br />o E <br />O <br />It <br />a� <br />W O <br />a <br />J <br />CO C <br />pY <br />"m <br />0, <br />ZF <br />a) <br />Qz <br />Z <br />fn <br />ai <br />F <br />04 <br />z <br />ao <br />MEN <br />2- <br />V <br />¢0 <br />o w <br />_� <br />Qo <br />aLL <br />o <br />wF <br />-0 <br />Io <br />njO <br />CDzl< <br />d F <br />00 3 <br />C <br />, o O <br />i <br />> L {) <br />CC <br />CC <br />'^ <br />m <br />m <br />CIO <br />(6 <br />CM <br />� <br />Y <br />O <br />O <br />1_ <br />rn U <br />V ! _O <br />� /� <br />`0 <br />W <br />CIO <br />r <br />}+ <br />4—J <br />�I <br />N <br />0) <br />00 <br />O <br />L0 <br />N <br />Q <br />M <br />T <br />W <br />Y <br />N <br />�; N <br />o <br />Z <br />CU <br />Z <br />� <br />E 0 <br />`° <br />c <br />d <br />E <br />U <br />JOB <br />NO: <br />22-02396 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />