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n <br />1.0 <br />LD <br />LA <br />Cr <br />LID <br />CID <br />C <br />O <br />O <br />[V <br />co <br />O <br />I <br />N <br />_ <br />Q <br />LD <br />Ln <br />CV <br />LO <br />LO <br />0 <br />cn� <br />0 <br />L0 <br />0 <br />J <br />H <br />0 <br />U <br />J <br />N <br />LZ <br />1„ <br />f2" <br />2 N <br />- <br />CO <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLYWHEN2" REQUIRED BY ^ <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" <br />BUILT W/STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />12" <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />4 4' <br />3/4" RADIUS 1-53 <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />� <br />_ <br />�' <br />M <br />V <br />MIS TIN <br />CAP <br />N <br />1" V <br />1" 1" <br />N <br />o <br />' <br />M <br />N <br />21.E <br />z <br />JillVARIES <br />1 1/2" RADIUS <br />VARIES <br />TIN <br />r <br />1'-4" <br />1" 1" <br />1 I 1 _01, <br />4" <br />31" 3" <br />4 4 <br />c+Nct <br />r>Iv 1 1. <br />T <br />Ail,2" <br />I I I I <br />rN <br />_C <br />N 3" <br />T 3,, 3 <br />4 4 <br />_ <br />to <br />VARIES 12" <br />1„ 1",1 <br />2 2 <br />M <br />32' 11" 3z" <br />° 1" <br />1 & <br />1" <br />2 1/2" RADIUS <br />_.-.. <br />BASE <br />_ <br />LID .— <br />CO <br />BASE <br />3" <br />4 <br />I <br />� <br />1'-0" <br />J4'�L <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 />2" <br />�N <br />1'-6" <br />1" 1'-4" <br />T <br />1" <br />r� <br />ro <br />24 <br />• <br />b <br />1-1/2" THICK <br />1-1/2" THICK <br />• <br />0 <br />I <br />CV <br />10ll <br />^c%i <br />24 <br />4 <br />_ <br />� <br />10" 6" <br />N <br />b� r� <br />r <br />IN m <br />12"4., <br />4" ' <br />z <br />I <br />cv <br />3„ <br />6" <br />2" 2" N <br />ME <br />cn <br />LLJ <br />cc <br />> <br />Cf) <br />cL <br />> <br />rIN <br />M <br />21' <br />4 <br />1-1/2" THICK <br />31" <br />_ <br />a <br />;- <br />TM <br />2'-411 <br />��� <br />1 � 5,1 52" <br />IN <br />00 <br />Li� <br />1 �-4" 3„ <br />I I <br />CV <br />2 <br />_ <br />(D <br />rm <br />51" <br />4 <br />a' 1" <br />12' <br />VARIES <br />VARIES <br />2' <br />W <br />TC'7 <br />22' <br />VARIES <br />VARIES <br />4" 8" <br />3z <br />P$ <br />pp _ I _ <br />12" I <br />`IN <br />3 <br />�� <br />'�i <br />6" 4" <br />CV CV <br />CD <br />2 <br />KEYSTONE F11 b <br />OPTIONAL <br />11, 4" GARAGE DR. OPENING LL3- <br />00 <br />KEYSTONE F11 <br />OPTIONAL <br />4 L <br />WINDOW OPENING Y4"34" <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 />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />1 s i <br />14' 1'-63" 14' <br />1z' <br />54 <br />Z-1" <br />1'-12' <br />a" <br />1'-4" <br />CO <br />00 <br />1 <br />V <br />T-8" <br />4" T-0" 4" <br />10" 1'-4" 101, <br />0 <br />CO <br />7" <br />'� <br />iv <br />CN <br />1 1„ <br />o <br />CO <br />N <br />T <br />CV <br />W O d <br />M ch r <br />1" <br />1„ <br />Rro„ <br />2 <br />CV� <br />O <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />I <br />I <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />N <br />-ap •= <br />Cz <br />W <br />p <br />cc c.� <br />a m x <br />= �Lf.a <br />cc <br />o <br />y C N ' <br />Ca <br />cu a t a> <br />p p.IS!t 4 <br />� <br />7,5 g,3' 2 <br />cu ®. <br />a v <br />gyp.. <br />M <br />N <br />O <br />N <br />0 <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 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 />Engineer's <br />signature and seal. <br />h <br />W <br />0 <br />CO <br />a ° <br />0 <br />Q �00 N <br />s r <br />QQj M <r <br />4k u <br />Z — q <br />N C � <br />dW Y <br />(n <br />3 <br />W �26j0' <br />. w <br />Z L MZ <br />IL LL <br />a <br />N O <br />o <br />U <br />Z <br />W <br />❑ 0 <br />M Q <br />Z N M <br />O 0 <br />z <br />� o <br />Q d <br />� <br />�n <br />r I <br />Ln z <br />c9 <br />Q) 0 <br />73 <br />W <br />! w <br />U <br />O W p <br />C N� <br />6if0 <br />�N (n <br />L— <br />U � <br />W <br />E <br />p <br />C <br />I <br />� L N <br />U o y <br />c U' <br />• <br />N - <br />o <br />IZ <br />W <br />M <br />M <br />Z Q <br />Z <br />Q <br />IL <br />p(O <br />zo <br />ym <br />z0o <br />Q <br />wE z <br />oo <br />n <br />o <br />E <br />¢ <br />zl <br />ZFc:moZ- <br />1zwZ0az <br />c3 M <br />� � <br />E <br />z= <br />mo <br />z <br />a <br />�z <br />zo <br />C/.) 3 <br />C) <br />O <br />W , <br />< <br />a z <br />N W <br />- <br />m <br />0 <br />r 3 <br />o <br />. <br />Jz <br />wF <br />= <br />�o <br />`v <br />.R <br />o 3 <br />�a O <br />J <br />�r%_ <br />LO <br />rn <br />Q <br />cD <br />i- <br />TT <br />j O O <br />LID <br />J <br />Cr <br />U <br />U) J <br />N <br />LO <br />+-+ L <br />l <br />c) <br />O <br />LO <br />co 04 <br />m <br />LO <br />N <br />LO <br />tV <br />Q (0LO j <br />r <br />m <br />w CO r <br />T� iii L <br />o <br />Z <br />Z <br />E <br />W <br />@ <br />a <br />E o w <br />U _j ¢ p <br />c <br />JOB <br />NO: 23-06126 <br />SCALE : AS NOTED <br />SHEET NO. <br />F 1 <br />