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3 <br />J <br />m <br />rn <br />U-) <br />rn <br />ID <br />v <br />C <br />CIO <br />O <br />O <br />Ln <br />O <br />J <br />N <br />0 <br />I <br />C� <br />J <br />Ci] <br />rn <br />Ln <br />Iv <br />Q <br />0 <br />0 <br />J <br />O <br />N <br />O <br />I <br />M <br />M <br />N <br />i <br />O <br />C <br />Cr <br />O <br />rn <br />3 <br />Q <br />O <br />E <br />Cn <br />L <br />v <br />a <br />0 <br />0 <br />0 <br />J <br />ti <br />2" <br />1„ <br />N <br />2" <br />N <br />� <br />CO <br />�- <br />VARIES <br />*NOTE: <br />FOAM TO BE USEDONLYWHEN <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 />_ <br />r� <br />N <br />1z' <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />4 1'-54" <br />3/4" RADIUS <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />Cl) <br />M <br />- M, <br />MIV rIN <br />CAP <br />N <br />- <br />CD <br />1" 1" <br />1'-0" <br />N <br />o <br />M <br />21„ <br />2 <br />iz' <br />VARIES <br />VARIES <br />rTN <br />1,_4„ <br />1" 1" <br />1 1/2" RADIUS <br />4" <br />34 q" <br />41„ <br />N <br />-IN <br />cn� o'i <br />2„ <br />CD <br />- <br />Ch <br />2 1/2" RADIUS <br />hiv <br />_ <br />T <br />MTV 1„ 1„ <br />r 00 <br />-IN 3" <br />f 3„ 3.. <br />a 4 <br />VARIES <br />2 <br />12 <br />2 <br />32' 11" 32' <br />1, 8„ <br />BASE <br />CD <br />go <br />BASE <br />3" <br />4 <br />N <br />4" ,k <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 <br />OPENING <br />2" <br />—� <br />�'N <br />6 <br />1" <br />cD <br />Fq <br />2a' <br />• <br />1-1/2" THICK <br />1-1/2" THICK <br />' <br />0 <br />(V <br />21 „ <br />4 <br />_ <br />d <br />CS) <br />10" <br />N <br />81 co <br />Tri <br />LC1CI1-1. <br />3„ <br />4 <br />1„ <br />2 <br />N <br />2„ 4„ 3„ <br />6" <br />2„ 2" <br />N <br />cn <br />w_ <br />> <br />cn <br />w_ <br />> <br />_ <br />m <br />1-1/2" THICK <br />- — <br />32„ <br />24' <br />_ <br />R <br />r <br />M <br />2'-4" <br />It <br />51" <br />1'-5" 52' <br />_ <br />00 IN - <br />DLO <br />a" 1" <br />1, 4„ 3„ <br />12" <br />N <br />� <br />r, <br />2 <br />ZD <br />—I <br />51„ <br />4 <br />VARIES <br />VARIES <br />1n <br />2 <br />U) <br />w <br />� <br />> <br />TM <br />CV <br />rM <br />VARIES <br />VARIES <br />4" 8�, <br />N i N <br />00 _ � _ <br />R6"10 <br />� + <br />�L2 <br />Wei <br />32 <br />�• <br />p1' <br />`C- j� <br />2 44 111 <br />Ran <br />Q <br />KEYSTONE F11 b _ <br />OPTIONAL <br />4" GARAGE DR. OPENING 4" <br />KEYSTONE F11 00 <br />OPTIONAL <br />3, 3„ <br />WINDOW OPENING 4" <br />L a 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 />6" 4" <br />CV CV <br />`D R44r„ v <br />VARIES <br />2" <br />CD <br />CO <br />1" <br />v <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-8" <br />4" 3'-0" 4" <br />10" 1' 4„ 101, <br />i 1'-63 1 <br />1a' 4" 14" <br />N <br />12' <br />54" <br />2'-1" <br />-- <br />1'-12' Sa" <br />7„ <br />�o <br />(V <br />_ <br />CV <br />N 1" <br />1„ <br />o <br />C4 <br />0? O c! <br />C7 M T- <br />�Q <br />• <br />1„ <br />2 <br />(V� <br />O <br />GENERAL NOTES: <br />I <br />I <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />N <br />0 <br />cv <br />0 <br />9 W <br />O <br />� O <br />— m x <br />y ® O <br />� d CV � <br />a� <br />W <br />ni v _• ®c <br />3 cc <br />C E <br />R7 <br />Q <br />M <br />CV <br />O <br />N <br />CCO <br />Lt 0 <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />�u <br />ry <br />e <br />O <br />o <br />to, <br />0 <br />O <br />00 w <br />`.. <br />,4r�' <br />• <br />U <br />Q <br />N O i# 11 <br />25 <br />ra <br />f0 LL, LL LL a. <br />n <br />Lu <br />Z, <br />f0 OV D_ O <br />6., <br />i'. ' <br />W <br />r <br />co (O OY <br />'; <br />4A <br />Z <br />° °' m w <br />N Z Q J <br />al <br />K <br />0 <br />Z <br />N <br />Q � O <br />V L) U) <br />W <br />❑ ❑ <br />Z N M <br />0 0 <br />z N <br />Q <br />J <br />� to <br />U <br />N <br />z <br />�1, <br />C� o <br />� <br />T <br />81J <br />19 <br />e � <br />O <br />LU o <br />ws <br />w <br />�)� d• <br />p— E <br />N <br />U o N <br />ti <br />o <br />M <br />C13j <br />J <br />Jz <br />y Q <br />O <br />W <br />z <br />Z <br />� <br />EZo <br />¢ <br />8 <br />w z <br />D a <br />g <br />a G <br />0 O <br />U <br />O K <br />GAO <br />a U <br />`o <br />Z <br />as <br />L <br />�w <br />0 <br />¢ 0 <br />0¢ <br />Y <br />U <br />m <br />°� <br />rb <br />N m <br />Q W <br />�02 z <br /><° <br />U <br />T <br />a <br />NW <br />W <br />Q <br />=k <br />w <br />�0 <br />o <br />w� <br />;° <br /><� <br />zi< <br />d_ <br />0 <br />N 0 <br />°) <br />rn <br />.---.LO <br />Q <br />cc <br />0 <br />N <br />co <br />� 0LO <br />6 <br />O <br />Y <br />_y� <br />Y <br />U <br />U <br />J <br />W <br />CD <br />LO <br />� <br />0 <br />r <br />QI <br />LL M <br />N <br />co <br />m ` <br />Y <br />LID LO <br />a) <br />E <br />c <br />r-O <br />O <br />z <br />m <br />z <br />E O <br />rn <br />� <br />CU <br />m <br />d <br />E <br />O <br />U J <br />Q <br />� <br />J <br />JOB <br />NO: <br />23-06129 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />