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I J --1. I _ I <br />3 <br />m <br />0 <br />LO <br />`v <br />C) <br />J <br />N <br />CD <br />0 <br />I <br />m <br />L0 <br />0 <br />L0 <br />In <br />L <br />N <br />S <br />r <br />J <br />co <br />I <br />L0 <br />cG) <br />L <br />O <br />3 <br />N <br />E <br />v <br />E <br />0 <br />J <br />LZ <br />N <br />`o <br />V <br />0 <br />vl <br />OR <br />i <br />d <br />0 <br />•V <br />N <br />LZ <br />CV <br />O <br />N <br />N <br />MLn <br />0 <br />Q <br />�m <br />v <br />2" <br />1" <br />N <br />2" <br />iv <br />00 - <br />`0 <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 2" �.2"�- <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />V-10" <br />^ <br />"I <br />o <br />1 _ <br />IN <br />co <br />321 11" 32" <br />1" 1" <br />11.811 <br />12" <br />1" <br />CAP <br />1" RADIUS--"'Cl) <br />3 1/2" RADIUS 1/2" RADIUS <br />V-5 " <br />3/4" RADIUS 4 a <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES L <br />22 11, VARIES <br />12 VARIES <br />1 1/2" RADIUS - <br />2 1/2" RADIUS <br />BASE <br />M <br />= <br />SIN <br />r <br />LID <br />CAP <br />1" 1" <br />1'4" <br />1'-4" <br />111 11_p1, 111 <br /><o <br />iv <br />BASE <br />12" <br />� <br />4" <br />11 all <br />(0 Ta <br />Ta 11, 111 <br />�11 <br />a <br />4' 42, <br />r <br />N <br />N <br />N 3" <br />311 <br />I <br />2" <br />cyla - <br />� <br />VARIES 12" <br />,11 ,11 <br />2 2 <br />• <br />� 1'-0' 1 I <br />iV <br />(? <br />2a 1 <br />1 <br />• <br />3„ <br />`NOTE: VARIES <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY a <br />SPECS. IF NOT, 1" OPENING VARIES 2" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />' <br />8" 2" <br />�N <br />L <br />1'-6" <br />1" <br />1" 1'41 <br />Q <br />N <br />U) <br />w <br />Q <br />1-1/2" THICK <br />w <br />Q <br />1-1/2" THICK <br />21" <br />IN <br />M <br />311 <br />4 <br />2 <br />I I <br />- <br />N <br />101' <br />10" 6 - <br />N <br />6" <br />2„ 211 iti <br />�r <br />r <br />rM <br />211 4"311 <br />241 <br />In <br />, <br />' <br />2 <br />41$1 <br />N <br />I <br />00 I <br />co i Co <br />Rs„ <br />12 I <br />w <br />1-1/2" THICK <br />211'-451"1 <br />314 <br />2 <br />,,4 <br />Q <br />I � 7 <br />I <br />O <br />�2 <br />• <br />321' <br />M <br />52" <br />5" <br />'III <br />I <br />Q^ 11 111 <br />z 44 <br />VARIES <br />VARIE <br />Sa <br />VARIES <br />F11 <br />OPTIONAL <br />' 4" GARAGE DR. OPENING 4" <br />VARIES <br />00KEYSTONE <br />KEYSTONE F11 <br />OPTIONAL <br />3 4 4" WINDOW OPENING 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 />3"ri 2 <br />CV N <br />4 <br />VARIES <br />2" <br />00 <br />CV <br />1" <br />111 <br />1" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />•FOAM/ EPS MATERIAL IS ACCEPTED <br />3 8" <br />4" 31_011 4" <br />10" 1'-4" 10" <br />0 <br />o0 0 I <br />ih Ch <br />�1 <br />R70, <br />"v <br />I <br />14' 1'-6a" 1a' 12' <br />_ <br />'- <br />� o <br />N <br />CV <br />I <br />2'-1'1 <br />51-111 <br />4 1 <br />7 2 <br />� <br />�.. <br />1'-4" <br />Co <br />N <br />N <br />111 <br />111 <br />1 i11 <br />2 <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />C, <br />rya <br />C-� <br />C�-.q� <br />_ <br />V <br />L <br />0. C O <br />U cc C" <br />C cc L= N <br />o m <br />Lj C <br />y to ra <br />y -0 N L <br />y C7 ca <br />� N <br />d- <br />� � C <br />dca °; <br />d <br />c a <br />N T T <br />LL' X2 <br />Q <br />C <br />A O <br />0. v <br />CV <br />CV <br />O_ <br />M <br />0 <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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />8 E <br />000 <br />0 <br />« � � <br />N n <br />°� <br />N <br />ri'U2 'Z� <br />LL u <br />130 <br />LL oJ_ <br />� <br />Y-t <br />:3 M O <br />z-0 <br />co M <br />z-MLLOUZN <br />U <br />W <br />❑❑ <br />Z � N <br />Z <br />Q $ <br />UIn <br />J - <br />N <br />z <br />CD O <br />W <br />1 <br />T <br />C/3 <br />p a <br />CJ <br />O <br />w $ <br />N <br />N <br />U <br />w m <br />J <br />i.. <br />U o <br />Q 00 0 <br />o <br />seo <br />o <br />M <br />w <br />M <br />H¢ <br />o <br />Z <br />a <br />Z. <br />19 <br /><o <br />® <br />Q <br />o_ CD <br />c <br />o LL <br />= <br />E V <br />Ci <br />_CL <br /><= <br />ag <br />00 <br />�o <br />Z <br />o <br />d <br /><o <br />0 Q <br />ww <br />t<o <br />llg <br />r <br />Y <br />m0 <br />o� <br />Z H <br />Za <br />J <br />° <br />Q W <br />S` <br />Z <br />S <br />F <br />Z o <br />g <br />W <br />I <br />oa <br />W 0 <br />a <br />�w <br />yz <br />=� <br />O <br />¢ <br />Vc0 <br />w <br />zZ <br />a <br />3 <br />0 <br />Y <br />m <br />Q <br />cc <br />0 <br />^LO <br />W+ <br />� <br />M T <br />N <br />Y <br />6 Y <br />r <br />° <br />N <br />MT— <br />m <br />U") <br />T— <br />¢I <br />.�.d <br />0 <br />CN <br />N <br />O <br />00 <br />cV <br />O <br />co <br />00Q <br />T— <br />E <br />0 <br />o <br />z <br />z <br />E qlq. <br />In <br />cc <br />a <br />U -j <br />Q p <br />-t <br />JOB <br />NO: <br />22-06462 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />