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-A _. II _ 1— _ lilt I 111 __i11:.1 1' _ I I ! It I II I I — - — - - I III <br />m <br />co <br />M <br />rh <br />LO <br />42 <br />v <br />c� <br />O <br />J <br />0 <br />I <br />rh <br />E5 <br />co <br />Fn <br />M <br />to <br />Ln <br />0 <br />cn� <br />Q <br />O <br />J <br />O <br />I <br />P7 <br />1'h <br />N <br />0 <br />/o <br />LO <br />v <br />C <br />a <br />0 <br />i <br />a <br />X3 <br />E <br />0 <br />i <br />0 <br />�o <br />J <br />[.Z <br />CN <br />n <br />0 <br />a <br />rh <br />O <br />r\ <br />LO <br />N <br />S <br />0 <br />W <br />z <br />a <br />v <br />cn <br />2" <br />"NOTE: <br />VARIES <br />1'-10" <br />12' <br />CAP <br />= <br />CAP <br />N <br />iv <br />FOAM TO BE USED <br />1" RADIUS <br />"' <br />2" <br />1„ <br />0 = <br />CO <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE <br />^ <br />1" 2" OPENING VARIES <br />= N <br />c.t <br />3 1/2" RADIUS <br />3/4" RADIUS a <br />1/2" RADIUS <br />V-54" <br />� <br />MED <br />t ; <br />1" 1" <br />BUILT W! STUCCO. <br />1/2" RADIUS <br />EDGE OF <br />1" 4" <br />VARIES <br />g., <br />1. <br />OPENING <br />VARIES <br />1 _4 <br />C', <br />b <br />22, <br />VARIES <br />M <br />N <br />1 VARIES <br />1 1/2" RADIUS <br />4" <br />3 <br />34„ 4 <br />Ali <br />4 Ail. <br />�--# <br />t <br />Mile <br />�V <br />t It <br />_ <br />�L t%1I0 <br />� <br />2„ <br />t <br />SIN <br />2 1/2" RADIUS <br />10 <br />c <br />rD <br />a <br />t = <br />VARIES <br />12' <br />32' 11" 32' <br />1" <br />N <br />3" <br />SIN <br />,, <br />� <br />,, <br />2 <br />1" 1" <br />BASE <br />BASE <br />„„ <br />a <br />1,_8„ <br />a„ <br />/ <br />• <br />10 <br />c <br />N <br />1211 <br />"NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />(� <br />I�JI <br />F-E <br />REQUIRED BY �* <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2" <br />= <br />�N <br />1" 1'-4" <br />1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />24 ll <br />A <br />EDGE OF <br />OPENING <br />ki <br />so <br />T <br />4 <br />1-1/2" THICK <br />1-1/2" THICK <br />10" <br />210 <br />4 <br />10" 6" <br />`~ <br />e <br />- <br />b� <br />- - - <br />f34 <br />L4�—W <br />N <br />6" <br />co <br />co <br />LUqT <br />> <br />> <br />--- - 32' <br />1-1/2" THICK <br />24„ <br />t <br />52 1' S" 5 <br />11-4„ 3„ <br />_ <br />IN � <br />2I•.IA. <br />4" 1" <br />12" <br />J <br />VARIES <br />VARIES <br />\ <br />w <br />_ <br />- <br />- <br />VARIES <br />VARIES <br />4„ 8„ <br />1" <br />32 <br />p11 <br />-- <br />iv CN <br />00 <br />�1 A ^ <br />6" 4" <br />(V (V <br />KEYSTONE F11 b <br />OPTIONAL T <br />KEYSTONE F11 00 t- <br />OPTIONAL <br />,46 <br />2 4411 <br />R <br />3„ <br />4" <br />GARAGE DR. OPENING 4" <br />3 a 4" WINDOW OPENING 4" 4" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />14 1' 64'I 14' <br />12" <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />54" <br />1'-12' 54" <br />3'-8" <br />7„ <br />t <br />N <br />1 <br />4„ 3-0" <br />10" 1'-4" <br />4„ <br />101,CID <br />� <br />N <br />- <br />f2" <br />00 <br />- <br />N <br />o <br />--- <br />-- -- <br />_ <br />- <br />N <br />00 O 'I <br />� <br />Q, <br />1 " <br />'4 7„ 0 <br />2 <br />1„ <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />� <br />• POLYCOAT (HARD COAT) <br />I <br />/ <br />• ACRYLIC SAND FINISH <br />tv) <br />N <br />0 <br />N <br />J <br />W <br />o2 , o <br />a rr o <br />CJ N <br />� w a <br />s � o <br />v o so <br />Q .fir N Y <br />W <br />a <br />c <br />E L c <br />r Q <br />a U <br />3 � ,a <br />� cr_ <br />N d � <br />E <br />�? o <br />d U <br />M <br />N <br />O <br />N <br />t.f7 <br />O <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 7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />t» <br />W <br />a <br />c EE <br />M u <br />N <br />G <br />"-' 00 N n <br />Q <br />Co 5 J <br />C LL <br />� 52 Lu <br />ColL � n. <br />Z <br />@ 4 <br />W <br />�Oc <br />��O'a' m w <br />IL= <br />go,MZ aJ <br />= <br />N OU <br />W <br />❑ ❑ <br />- Co o <br />V1 <br />J <br />LL <br />(i) 9 <br />111 z <br />O <br />I_LI p <br />�{.�SL <br />1 <br />-- L <br />l <br />t � N <br />CJ <br />Co <br />N <br />S��r <br />co <br />M <br />J <br />� S <br />CI <br />E_ U <br />p <br />o <br />�- <br />CL <br />E <br />c�0 <br />L7 o <br />W <br />LIJ <br />v <br />�I dT <br />.0� T <br />2 <br />> �; <br />J <br />L0cc <br />rn <br />Q <br />cD <br />CL <br />^, <br />c <br />�V <br />c <br />T <br />� <br />� <br />O <br />V ' <br />T <br />U) <br />co <br />m <br />m <br />LO <br />T <br />}-h <br />Ill-+ <br />C <br />72 M <br />0) <br />Cfl I <br />-� <br />0 o <br />O <br />rn <br />M <br />N <br />00 n <br />LO <br />� <br />co U') <br />E <br />C_ M <br />Z <br />Z <br />E T <br />v <br />C <br />1 <br />E <br />U J <br />Q p <br />C <br />0 <br />J <br />JOB <br />NO : <br />23-06144 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />