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3 <br />v <br />x <br />Q <br />00 <br />O <br />M <br />Ln <br />L0 <br />`v <br />C <br />cnCr <br />0 <br />N <br />0 <br />J <br />n <br />M <br />O <br />I <br />S <br />a <br />00 <br />0 <br />U-) <br />Er <br />V) <br />.i <br />O <br />Q <br />CD <br />0 <br />00 <br />00 <br />(] <br />I <br />i <br />cn� <br />O <br />.a <br />0 <br />C -1 <br />Q <br />CD <br />cV <br />i <br />d <br />E <br />(7 <br />L <br />v <br />i <br />Qi <br />0 <br />V <br />c <br />0 <br />Vi <br />y <br />U <br />N <br />0 <br />i <br />v_ <br />:a <br />i <br />z <br />I <br />c <br />0 <br />0 <br />J <br />2 <br />t- <br />EK <br />0 <br />N <br />0 <br />a <br />N <br />cV <br />N <br />N <br />CV <br />0 <br />Q <br />m <br />v <br />to <br />2" <br />1, <br />N <br />2" <br />iv <br />00 <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 />1'-10" <br />T^ <br />N <br />iv <br />12" <br />CAP <br />- <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />1 <br />3/4" RADIUS 4 4� <br />53 Mlet <br />1/2" RADIUS <br />1" =IVAII <br />VARIES <br />�M <br />CJIa SIN <br />CAP <br />i•, <br />1" 1" <br />1'-4" <br />iv <br />o <br />M <br />N <br />22" <br />11 <br />2 <br />VARIES <br />VARIES <br />1 1'-4" 1„ <br />1 1/2" RADIUS <br />4" <br />34„ 4, <br />MIeY <br />�Iv <br />1„ 1„ <br />4 42„ <br />Mlet <br />co <br />� W <br />3„ <br />31, all <br />4 4 <br />2" <br />_ <br />VARIES 1z" <br />z z <br />Ch <br />32 11" 32" <br />1, 8, <br />2 1/2" RADIUS <br />BASE <br />- <br />ir> �- <br />(O <br />(V <br />BASE <br />3 <br />4 <br />1'-0" <br />� <br />12" <br />*NOTE: <br />VARIES <br />8" 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.Ll <br />OPENING VARIES <br />2" 2" <br />EDGE <br />OPENING <br />2" <br />�- <br />= <br />�N <br />6 „ <br />1" V41 <br />1" <br />� <br />24" <br />• <br />1-1/2" THICK <br />1-1/2" THICK <br />0 <br />N <br />4" <br />101, <br />�� <br />21 <br />4 <br />let <br />IN <br />le <br />- <br />�. <br />10" y 6" <br />I I N <br />N <br />2" 4. 3„ <br />2" 2" N <br />> <br />> <br />r� <br />24- <br />1-1/2" THICK <br />32' <br />`t <br />2'-4" <br />52' <br />1,-5" 52' <br />_ <br />Oo IN <br />1 4 3, <br />N <br />O <br />51, <br />4 <br />a" 1" <br />12 <br />VARIES <br />VARIES <br />2 <br />W <br />W <br />0� <br />- <br />— i <br />N <br />22�� <br />11, <br />pot <br />VARIES <br />VARIES <br />4' 8„ <br />1., <br />3z <br />�N <br />4� <br />_ <br />N r--------- iv <br />i <br />00 <br />CD '46" C9 <br />_I <br />12 I I <br />� <br />T`' <br />�� <br />Ft �ry <br />2' 44' <br />6" L 4" <br />2 <br />KEYSTONE F11 0 <br />OPTIONAL <br />' 4" GARAGE DR. OPENING 4" <br />00 = <br />YSTONE F11 <br />OPTIONAL <br />3 4 rKE <br />WINDOW OPENING 4" 4' <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />VARIES <br />2" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />• FOAM/ SMOOTH <br />TEPS MATERIAL IS ACCEPTED <br />14 1 64 14 <br />12 <br />5a' <br />2'-1" <br />1'-12' 54" <br />1'-4" <br />3'-8" <br />4" 3'-0" 4" <br />10" 1'-4" 10" <br />o <br />I 7" <br />I I <br />N <br />N <br />00 <br />it <br />No <br />A <br />N <br />1" <br />CO <br />N <br />r <br />(V <br />00 0 <br />�Slo <br />1 <br />d' <br />z <br />N� <br />O <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />G <br />N <br />0 r <br />c, , <br />N <br />C° <br />,. <br />LL, <br />MC CD <br />.(.- <br />r <br />N <br />� i✓ l -: <br />N <br />F d <br />,> <br />w (13 > =" <br />> <br />M 0 G <br />F <br />C <br />> > CL <br />CV <br />CV <br />C=> <br />CV <br />N <br />N <br />..a <br />ri.. <br />.� <br />d, <br />1 xk <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 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N <br />CD <br />W <br />a <br />ro <br />c o8 N� <br />I, <br />Vco <br />co� <br />LL <br />'_ � OD N 7# LL W <br />a <br />fA <br />rn��a LL w <br />L a i <br />z <br />Z <br />CIN <br />— a he <br />o ?� <br />L 1- <br />C m � 0 <br />W <br />W <br />c°n�Orj°' <br />Z <br />IL <br />co 0 5- <br />N MZ Xu>0 <br />jU <br />O U <br />Z <br />-j <br />000 <br />v M <br />Z N NJ <br />o� <br />Z � <br />Z O QaN <br />—o <br />S <br />Q <br />J <br />E3 <br />M <br />N <br />1 <br />z <br />! 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