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2 <br />1" <br />iv <br />N <br />2" <br />N <br />1 <br />00 <br />1• <br />VARIES <br />*NOTE:7 <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 />2" 2" <br />1'-10" <br />^ <br />N <br />12" <br />CAP <br />--- <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS a 1 -53 <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />c; <br />= <br />M <br />_ <br />r <br />M� <br />Mla N <br />CAP <br />c� <br />- <br />CO <br />1" 1 <br />V1" <br />1 _4 <br />o <br />M <br />N1„ <br />�2, <br />12, <br />VARIES <br />VARIES <br />SIN <br />11_01, 1„ <br />1 1/2" RADIUS <br />r <br />4" <br />4 4° <br />cola <br />T <br />M�� 1 „ <br />E)a4 <br />C14 <br />N <br />r <br />SIN 3" <br />T 4„ 4„ <br />colt/ M <br />VARIES <br />�`� <br />CO <br />12 <br />SIN <br />M <br />111 <br />32 11" 32 <br />2 1/2" RADIUS <br />BASE <br />in r- <br />CO <br />co <br />N <br />BASE <br />- <br />• <br />N <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. <br />OPENING VARIES <br />2" 2" <br />EDGE OF <br />OPENING <br />r <br />1" <br />C° <br />co <br />rM <br />_ <br />0 <br />(V <br />1-1/2" THICK <br />1-1/2" THICK <br />2i" <br />4 <br />IV <br />IN <br />101, <br />d. <br />Y <br />L4— <br />10" 6" <br />N <br />b� T 81 <br />3.. <br />4 <br />2 <br />N <br />6„ <br />2„ 2„ <br />iv <br />W <br />; <br />W <br />j <br />�ri <br />1-1/2" THICK <br />32' <br />24, <br />All <br />T <br />•-rj <br />52 1 5 52 <br />oo IN <br />�LO <br />a 1 1 " <br />54„ <br />1, 4„ 3„ <br />12„ <br />N <br />zr. <br />Cf7 <br />VARIES <br />VARIES <br />2 <br />w <br />I <br />I <br />22„ <br />• <br />VARIES <br />VARIES <br />4„ 8" <br />r--------- <br />�,�'� <br />60 <br />`° R6 (.° <br />IL -� <br />TM <br />112 <br />�R <br />Q <br />2 44 <br />KEYSTONE F11 0 <br />OPTIONAL <br />4" GARAGE DR. OPENING <br />4" <br />W <br />KEYSTONE F11 <br />OPTIONAL <br />3 a 4" WINDOW OPENING 4" 4" <br />•OINSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK &SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />6" 4" <br />2 <br />VARIES <br />f2" <br />00 <br />1. <br />1" <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" 101, <br />1 3 <br />14 1'-64" 14 <br />0 <br />N <br />1 <br />12' <br />54„ <br />2'_1" <br />1,_12„ 54„ <br />1'-4" <br />N <br />_ <br />N <br />O <br />- <br />- <br />i <br />iv <br />nil <br />(V <br />'4G�v <br />1 " <br />1" <br />OPo� <br />MMr <br />R7p„ <br />• <br />2 <br />N� <br />O <br />GENERAL NOTES: <br />M <br />1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />'. <br />aU <br />I • v � <br />o <br />' I'9 <br />O <br />N <br />CV <br />CV <br />M <br />0 <br />rr <br />0 <br />••' <br />P10 -78 <br />50 <br />r o <br />J <br />• �I n <br />�•" <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 Code - <br />Residential 7th 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 />Q <br />v � <br />E to <br />O N ik <br />O <br />N C5 C1 J LLLL <br />® <br />a)LLJ <br />7 to � y 3k ILLW <br />Oii <br />�Mo� LL a � <br />Q <br />N !� <br />m W LL d <br />7• <br />Zrr0 <br />O0 <br />t N <br />tCo N Lp O J <br />W <br />co <br />05 cj d a a <br />U& Z <br />M z M LO O <br />N a <br />z <br />0 U U r�% <br />W <br />❑❑❑ <br />Z N M <br />z o <br />Emilia <br />ti <br />U) <br />N <br />M <br />z <br />4--1 <br />C/D <br />Or^ <br />,v II <br />W ' <br />w a <br />Ly N <br />a' <br />(n 1— <br />U <br />w � <br />2 8 <br />I <br />Y <br />�0 <br />o <br />w <br />Mw <br />M <br />¢ <br />o <br />z <br />a E <br />o <br />E <br />wo <br />�o <br />�� <br />>o <br />Q� <br />Z® <br />0� <br />U <br />Q'z <br />♦— <br />X <br />¢ ¢ <br />0 O <br />U <br />O <br />o E <br />N <br />ab <br /><o <br />az <br />r� <br />(a <br />U) C <br />r <br />m 0 <br />O <br />Oz1 <br />- C <br />U <br />N m <br />Q W <br />Ho�v <br />a z <br />C)io <br />-z <br />Ik <br />z3 <br />;Z <br />as <br />= 0 <br />Xo <br />a <br />O <br />a F <br />0� <br />z¢ <br />0 <br />> L!� <br />0 <br />rn <br />m <br />m <br />L <br />� <br />> <br />C) <br />O <br />•�—� <br />> <br />N <br />Y <br />O <br />�r^ <br />m <br />C <br />Q <br />/ <br />E T <br />V <br />r <br />= N <br />Cn N <br />r <br />Lo <br />rn ch <br />r <br />O <br />rn <br />E <br />N <br />M <br />u; <br />z <br />rU <br />z <br />=3 <br />E p <br />rn <br />CU <br />a <br />c0 -j <br />Q o <br />JOB <br />NO: <br />21-4269 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />