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2' <br />1 <br />2„ <br />*NOTE: <br />VARIES <br />1'-10" <br />iZ' <br />CAP <br />CAP <br />--- _ <br />Cv <br />iv <br />FOAM TO BE USED <br />1" RADIUS <br />ONLY WHEN <br />REQUIRED BY <br />SIN <br />1/2" RADIUS <br />3 1/2" RADIUS <br />M <br />iv <br />oo <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 22 <br />_ <br />N <br />3/4' RADIUS a <br />1'-54" _ <br />d <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />N <br />EDGE OF <br />1" 4" <br />VARIES <br />YIN <br />1'-0" <br />1' <br />OPENING <br />VARIES <br />0 <br />22 <br />12 <br />VARIES <br />VARIES <br />riN <br />1" 1 <br />1,-0„ 1„ <br />1 1/2" RADIUS <br />I <br />4 <br />3a" <br />C&t <br />2 1/2" RADIUS <br />LO r <br />CO " <br />rT <br />VARIES 12 <br />*'IN <br />32' 11" 32„ <br />1„ 1„ <br />1" <br />(O <br />N <br />3" <br />�N <br />T <br />2" 2 <br />BASE <br />BASE <br />„ 3" <br />44 <br />_)' <br />1,-8„ <br />4 <br />2 <br />*NOTE: <br />VARIES <br />8" 2" <br />3 <br />FOAM TO BE USED <br />ONLY WHEN <br />rE, <br />C° <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2" <br />�N <br />1'-6" <br />1" 1'-4" <br />1" <br />DETAIL TO BE <br />BUILT W/ STUCCO.-- <br />ki,�--�` <br />EDGE OF <br />OPENING <br />6' <br />• <br />, <br />• <br />0 <br />, <br />1-1/2" THICK <br />1-1/2" THICK <br />4„ <br />101,� <br />N <br />21„ <br />4 <br />N <br />a <br />1 <br />LIN(0 <br />4„ <br />CV <br />6„ <br />2n 2„ N <br />Ll.t <br />W <br />PAO <br />1-1/2" THICK <br />32' <br />24„ <br />Ch <br />T <br />2'-4" <br />7 4 <br />5z" <br />1'-5" 52' <br />CIO <br />�� <br />3„ <br />- <br />54" <br />21, <br />" <br />a 1" <br />12 <br />VARIES <br />VARIES <br />i" <br />DR2 N <br />W <br />= <br />TM <br />22' <br />Q <br />i <br />I <br />• <br />VARIES <br />VARIES <br />4„ <br />ri <br />32' <br />\, <br />Q� <br />T <br />r--------- <br />iv�Q <br />W <br />A, <br />6" 4" <br />�'� <br />KEYSTONE F11 0 <br />OPTIONAL °' <br />KEYSTONE F11 CO c <br />OPTIONAL <br />,3 <br />R , <br />6 <br />4- <br />z a <br />a <br />4" GARAGE <br />DR. OPENING 4" <br />3 4 4" WINDOW OPENING 4" 4' <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />VARIES <br />• <br />• <br />• <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & SMOOTH <br />1 s 1 <br />1a 1-� 1a <br />1 <br />12, <br />2'-1° <br />1'-4" <br />2" <br />•FOAM EPS MATERIAL IS ACCEPTED <br />5q" <br />1, 3 <br />1 -12 54' <br />3'-8" <br />7„ <br />iv <br />1 <br />4" 3'-0" 4"—� <br />101, 1,-4„ i0„ <br />0 <br />C>J <br />- <br />CV <br />1" <br />N <br />T <br />5kv, <br /><V <br />o0 o er <br />m M r <br />1' <br />70, <br />11„ <br />2 <br />1„ <br />CV� <br />- <br />1'-1" 1" <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />t <br />f` <br />CN <br />O <br />CV <br />CV <br />C=k <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 2017 <br />Florida Building <br />Code - <br />Residential 6th 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 />V) <br />f. <br />Q <br />Eo <br />O v U <br />co a0o <br />N (O <br />N <br />I, <br />V <br />M ("fit (V N <br />'n ONp LJI. , <br />'' 5 <br />LL J a a <br />03 <br />LJL <br />6- <br />a, C LL <br />LL <br />a s x O <br />Z� <br />O <br />Z <br />< <'n <br />W <br />'Eao1, <br />2Exo <br />m0 <br />�W <br />Z�"&0L7= <br />LL <br />N Q co Z <br />Q 0 <br />a <br />dZ � <br />❑❑❑❑ <br />W <br />M <br />ppr <br />Z N (O <br />_ <br />W <br />z <br />a <br />d N <br />v� <br />z <br />s <br />Q) <br />_U' <br />C(i Y <br />w O <br />0 Q <br />,O <br />— ro <br />w N <br />V, <br />E <br />� ao <br />w o� <br />` E <br />O 8 <br />= w <br />0 _� <br />Lo W <br />e <br />—o <br />em <br />o <br />M <br />w <br />Z <br />z <br />o <br />W0 <br />< <br />Q E <br />8 <br />w� <br />z <br />_® <br />❑ d <br />0U <br />CL <br />&a <br />S� <br />:3 <br />CV. <br />O <br />o <br />�o <br />. w <br />1J <br />w <br />L <br />Cp <br />Q . <br />�¢ <br />o Y <br />m 0 <br />�& <br />z <br />N m <br />'D 'n <br />Q W <br />20 <br />to <br />y <br />0. <br />� � <br />U <br />a <br />Q 3 <br />U <br />a0 <br />TW <br />~� <br />J <br />Cl <br />�z <br />¢ <br />TO <br />zN <br />a <br />° 3 <br />> d' <br />rn <br />W <br />m <br />0 <br />M <br />.! <br />LO <br />CD <br />�— <br />/��� <br />O <br />L <br />Q <br />O <br />IM <br />CIO <br />p r <br />TT <br />V� <br />I <br />LO <br />r <br />M <br />LO <br />Q N <br />r <br />E <br />c r <br />M <br />T <br />o <br />z <br />M <br />Z <br />� <br />E <br />a <br />E <br />U <br />Q p <br />JOB <br />NO : <br />20-1127 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />