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2" <br />2" <br />* NOTE: <br />VARIES <br />1'-1011 <br />1 " <br />CAP <br />CAP <br />N <br />1 <br />iv <br />FOAM TO BE USED <br />1" RADIUS <br />Cl) <br />ONLY WHEN <br />REQUIRED BY <br />1/2" RADIUS <br />3 1/2" RADIUS <br />`'r <br />cD <br />iv <br />COMMSPECSU FITY OT,�^N <br />DETAIL TO BE 1" 2" OPENING VARIES 2" 1 <br />= <br />N <br />3/4" RADIUS <br />1'-5d"� <br />1" 1" <br />f° <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />N <br />EDGE OF <br />1" 4" <br />VARIES <br />`"� <br />�- <br />OPENING <br />_ <br />VARIES <br />1 <br />4 <br />M -1 <br />N <br />211 <br />1 <br />VARIES <br />VARIES <br />.-IN <br />1 4" <br />1„ 1, <br />1 1/2" RADIUS <br />r <br />4" <br />1 <br />� � <br />2" <br />r � <br />2 1/2" RADIUS <br />rN< <br />= <br />co <br />N <br />00 <br />�o <br />VARIES 1 " <br />M <br />34" 11" [3� <br />1" 1" <br />1" <br />7 <br />BASE <br />to <br />to <br />N <br />BASE <br />3" <br />2' 2° <br />071< 1.1 1�I <br />a <br />", <br />1,-8" <br />v <br />� 11 <br />a <br />� <br />w„ <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />a <br />o <br />REQUIRED BY <br />1'-6" <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />OPENING VARIES <br />= <br />1" <br />2" 2" <br />o <br />BUILT W/ STUCCO. <br />24' <br />EDGE OF <br />OPENING <br />I Iki. <br />T <br />tI, <br />� <br />' <br />rem <br />O <br />I <br />1-1/2" THICK <br />1-1/2" THICK <br />10" <br />CV <br />Tcli <br />-- <br />�4n <br />10" 6-L = <br />jl �I <br />-CT <br />=KN "LV <br />C�7 <br />4" <br />N <br />2" 4" 3" <br />6" - <br />21 2, N <br />cn <br />w <br />C <br />� <br />_w <br />C <br />N <br />C') <br />I <br />> <br />> <br />1-1/2" THICK <br />U <br />24n <br />M <br />2 4 <br />`� 1'-5 51' <br />IN <br />oo <br />54,E <br />JII.II <br />1-4 I 3" <br />.=rIN <br />9 <br />VARIES <br />VARIES <br />1„ <br />w _ <br />I24„ <br />1 <br />I <br />• <br />VARIES <br />VARIES <br />4" <br />1 <br />- �____-____ <br />iv I iV <br />I <br />00 _ 1 <br />�1' 1° <br />^ <br />6" 4" <br />�'� <br />_ <br /><V (V <br />KEYSTONE F11 0 <br />OPTIONAL <br />KEYSTONE F11 00 <br />OPTIONAL <br />(0v <br />3" <br />-� <br />2" <br />^M <br />' 4" GARAGE <br />DR. OPENING 4" <br />3 a 4" WINDOW OPENING 4" 4" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />i <br />• <br />• <br />• <br />• <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />•FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />s1� 1 <br />1411 1 -6d 1a' <br />1 <br />1 <br />2'-1" <br />1'-4" <br />2" <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />5"' <br />T-8" <br />7" <br />iv <br />1 " <br />4" T-0" 4" <br />r <br />= <br />10" 114" 10" <br />O <br />N <br />= <br />to <br />N <br />1 <br />N <br />CD <br />o <br />(V <br />1" <br />_ <br />T <br />n <br />(V <br />2 <br />1" <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />4.I <br />I <br />• ACRYLIC SAND FINISH <br />0 <br />0 <br />N <br />O <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />ti <br />Q <br />o& E <br />0 8 N " pp <br />N iC <br />0 <br />go) ib LL <br />^ <br />wd r � <br />LL LL <br />a <br />3�y <br />WLLJ <br />C J fh 3 a a Q' <br />JLL lL <br />Z <br />Q' <br />cs 0,o~o <br />W <br />0° <br />m�cr mm <br />o a <br />LLW <br />Go O <br />N CNn 0 J <br />Q <br />W <br />C-4 CO <br />z <br />Z � <br />N <br />N <br />^, <br />C7 <br />z <br />c <br />VJ <br />Ur o <br />U <br />C/'3 <br />W <br />E Q A <br />W <br />g <br />O— <br />W 8 <br />�NCn <br />r <br />' <br />U g <br />W E <br />! `. <br />U <br />• <br />Mza <br />w <br />z <br />J <br />—j <br />Lj- <br />E E <br />o <br />z <br />�� <br />w <br />�a <br />_® <br />oa <br />Co <br />o E <br />5z o <br />as <br />�o <br />=" <br />r <br />Z <br />N <br />aaz <br /><gm0 <br />WZ <br />¢2 <br />?� <br />fo <br />C <br />< <br />OY <br />o <br />Zz <br />Z <br />W <br />� <br />8� <br />�U <br />WLL <br />J <br />o <br />=LD <br />Lo <br />` <br />A <br />^L1 <br />W <br />_> <br />C <br />O <br />c° <br />cM <br />Y <br />O <br />W m <br />♦+ <br />i <br />m <br />CD <br />N <br />r <br />Oi <br />N <br />LO <br />0 <br />M <br />T <br />� <br />E <br />N <br />M <br />N rn <br />o <br />Z <br />Z <br />E <br />E O <br />`m <br />d <br />0 J <br />Q 0 <br />3 <br />,10B <br />NO: <br />20-6582 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />