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rn <br />rn <br />Ev <br />rLn <br />Cr <br />0 <br />00 <br />J <br />O <br />I <br />L0 <br />Cr <br />v <br />C/) <br />-12 <br />00 <br />J <br />t <br />L <br />v <br />cn� <br />rn <br />N <br />O <br />d <br />E <br />Cn <br />E <br />S <br />`v <br />J <br />y <br />N <br />U <br />0 <br />UI <br />N <br />U <br />N <br />.a <br />i <br />U <br />CL <br />i <br />z <br />Y <br />c <br />O <br />J <br />N <br />C-4 <br />N <br />N <br />0 <br />CV <br />N <br />1-0 <br />to <br />N <br />v <br />Cn <br />Q <br />m <br />o <br />2" <br />1„ <br />N <br />iv <br />2" <br />N <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, 1" 2" OPENING VARIES 2" > 2- <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />r^ <br />N <br />o <br />M N <br />3z, 11" 32 <br />1 r gr, <br />12' <br />1" RADIUS <br />3 1/2" RADIUS 1/2" <br />3/4" RADIUS 4 <br />1/2" RADIUS <br />1" 4" <br />21„ <br />z <br />12' <br />1 1/2" RADIUS <br />2 1J2" RADIUS <br />CAP <br />RADIUS <br />1-54 <br />M <br />VARIES <br />VARIES <br />VARIES <br />VARIES <br />BASE <br />Cl) <br />= <br />N <br />N <br />f <br />T <br />CD <br />� <br />CAP <br />c� <br />C° <br />1rr 1„ <br />1" 1" <br />1„ 11_01, 1r, <br />CO <br />N <br />BASE <br />4 <br />3411 4„ <br />�ilv <br />Ta <br />raet 1„ 1„ <br />fir, <br />4 <br />4 <br />4" 2" <br />�---I <br />N I I <br />e <br />�� a0 <br />�N 3" <br />3„ <br />4 4 <br />MI� <br />M� <br />VARIES 1z' <br />z' 2' <br />• <br />— <br />1 <br />N <br />_ <br />2a <br />• <br />1z, <br />io <br />3„ <br />*NOTE: <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 />VARIES <br />OPENING VARIES <br />2' 2" <br />EDGE OF <br />OPENING <br />2" J <br />8" 2" <br />a' <br />1,_4 <br />k.1 <br />O <br />N <br />w <br />> <br />1-1/2" THICK <br />w <br />> <br />1-1/2" THICK <br />21r1 <br />4 <br />V <br />uv TM <br />4' <br />1„ <br />2 <br />- <br />CV <br />10" <br />10" 6" <br />jl-rI N <br />�� co <br />6 <br />2 , 2„ iv <br />co <br />r <br />�IN <br />M <br />M <br />J2"4„ 3 <br />214" <br />T <br />00 IN <br />a" 1'r <br />2" <br />ryw <br />\LL <br />1-1/2" THICK <br />• <br />2'-4" <br />1, 4„ 3, <br />12 <br />Q� <br />• <br />r <br />�!r <br />o <br />22r, <br />31' <br />M <br />TM <br />�ri <br />52 1 5 52 <br />51„ <br />a <br />I <br />3., <br />�� <br />i <br />(y <br />Q 2, 44" <br />VARIES <br />VARIES <br />VARIES <br />VARIES <br />4" 8� <br />r--------- <br />04 i Cv <br />00 <br />R6 <br />' <br />1,r <br />3z <br />7ENLE b <br />RAGE DR. OPENING 4" <br />- <br />r;0. <br />YSTONE F11 <br />OPTIONAL <br />L <br />3 [3- <br />3 4 FKE <br />" WINDOW OPENING 4" �34,171 <br />NOTE:INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />6" 4" <br />_ <br />(V <br />R44r <br />2 <br />41 <br />VARIES <br />CV <br />f <br />1 " <br />d' <br />o <br />o �r <br />MMr <br />O <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 />101, 1 r_4„ 10„ <br />11 1� 63, 11, <br />a a a <br />o <br />CN00 <br />N <br />11„ <br />z <br />5" <br />424 <br />1'-1" 5" <br />_ <br />�o <br />co <br />N1 <br />N <br />N <br />N� <br />M � <br />- <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />> i <br />® <br />r o <br />J_ <br />x <br />s � <br />7 CO <br />:.r7 O O <br />U p <br />/ r> <br />GV <br />CV <br />O <br />2! <br />M <br />CV <br />•ENS ` °pal ����• <br />STATE <br />K:+� <br />OF <br />1. 1�' � ."• °�✓,�,�R <br />0 R 9v.•'7 <br />F'•` ae. <br />NF <br />EAlj'R a$��,�� <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 />H <br />w Q <br />d E 00 O M 8 U <br />O N N <br />1,0 <br />JLL <br />G <br />00 N <br />#Wa <br />13 <br />n_�� <br />M0LL O_ <br />j- 0 <br />Z <br />VO <br />j- <br />W <br />LLZ� <br />IL <br />?LJWYL(WOC <br />'0 <br />0 <br />O <br />a <br />��: <br />NM Z af w O <br />Q U= CD <br />J <br />z <br />W <br />OU <br />❑❑❑ <br />M � <br />Z N M <br />0 00 <br />Z � N <br />Z r` <br />d <br />J <br />d. <br />/, • <br />w <br />! �li1 C <br />o <br />4-1 <br />C-11n, <br />W N <br />It <br />O <br />N <br />t/1 <br />W p <br />c <br />� <br />tlrO <br />f6 <br />r-- <br />U <br />W <br />J <br />- O <br />I <br />6g <br />L <br />V =O N <br />CO O <br />O <br />(♦ <br />co <br />M <br />M <br />z <br />o <br />w <br />z <br />� <br />U <br />Q E <br />E o0 <br />o <br />oz <br />zza <br />¢ <br />?o <br />O <br />r0 <br />K O <br />a, <br />Qz <br />0 OU <br />❑z <br />wz <br />N <br />�% L <br />0 <br />¢ ❑ <br />m 2 <br />z <br />=:,N <br />U3 � <br />O <br />J <br />Y <br />"m <br />10 <br />❑ 1 <br />zz <br />¢w <br />rn <br />a <br />z z <br />Q <br />Cj <br />o< <br />ao <br />ao <br />nw <br />all= <br />az <br />r <br />O <br />co <br />Jz <br />w ¢ <br />d 0 <br />V <br />�I¢ <br />° 3 <br />C <br />•0 T <br />` <br />> Lt7 <br />J <br />' n <br />r / <br />LO <br />m <br />� <br />Q <br />L' <br />F— <br />00 <br />\C/ <br />G <br />=3 T <br />T <br />Y <br />r <br />U <br />o <br />0 <br />`1J <br />m <br />00 <br />T <br />4-1 <br />+-1 <br />O <br />(� ) <br />I <br />� <br />) <br />LO <br />E <br />m <br />E 00 <br />CN <br />N <br />y N <br />o <br />Z <br />z <br />E Mcc <br />E <br />a <br />U Z <br />q p <br />� <br />JOB <br />NO: <br />22-02401 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />-I I iT I -i o l� I i - - - — t - T T 11,r I, : IJ1, 1 -- , I - - — <br />