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i <br />2" <br />1 <br />2" <br />*NOTE: <br />VARIES <br />1'-10" <br />12" <br />CAP <br />r <br />CAP <br />iv <br />iv <br />FOAM TO BE USED <br />1" RADIUS <br />C"' <br />ONLY WHEN <br />REQUIRED BY <br />^ <br />�,N <br />31/2"' RADIUS 1/2" RADIUS781 <br />iv <br />oo - <br />`O <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2 OPENING VARIES 2 J2�' <br />~ N <br />3/4" RADIUS 4 <br />1 5 <br />MIS <br />t <br />1" 1" <br />MA <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1„ 1„ <br />N <br />EDGE OF <br />1'' 4" <br />VARIES <br />- <br />Mla SIN <br />1" <br />OPENING <br />VARIES <br />0 <br />21„ <br />2 <br />VARIES <br />M :I <br />12 <br />VARIES <br />rIN <br />11_01. 1„ — <br />1 1/2" RADIUS <br />4" <br />1„ all <br />34 <br />y 4 y �?�. <br />I ( ( ( <br />� '�`� <br />I I <br />2 1/2" RADIUS <br />LO ;— <br />rl� <br />VARIES 12„ <br />32' <br />BASE <br />CD <br />BASE <br />r <br />SIN 3" <br />2 2 <br />_ <br />Mry 1„ 1„ <br />r 4„ 4„ <br />1 �-g11 <br />3„ <br />4 <br />/ <br />4„ <br />I <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 />OPENING VARIES <br />2" 2" <br />2" <br />_ <br />1 <br />co <br />BUILT W/ STUCCO. <br />21" <br />EDGE OF <br />• <br />, <br />OPENING <br />6' <br />0 <br />1-1/2" THICK <br />1-1/2" THICK <br />4" <br />10" <br />N <br />214 <br />d <br />�10" 6" <br />"�1Iy„ <br />� N <br />-I V <br />1 I <br />3„ <br />a <br />2" <br />N <br />2„ 4„ 3„ <br />6„ <br />2„ 2„ c� <br />(D <br />U) <br />/ <br />IN <br />1-1/2" THICK <br />31" <br />21„ <br />r <br />- <br />�„ 4" <br />52, <br />1,-5" 52, <br />_ <br />1'-4" 3" <br />c <br />51„ <br />4 <br />07 IN <br />ici <br />� <br />N <br />2r• <br />- <br />rIN <br />a" 1" <br />111 <br />12 <br />- <br />0 <br />r <br />VARIES <br />VARIES <br />1„ <br />2 <br />N <br />22, <br />t <br />i <br />� <br />VARIES <br />VARIES <br />4„ <br />rl <br />32, <br />r <br />r <br />00 <br />6" 4" <br />KEYSTONE F11 0 <br />OPTIONAL ' <br />= <br />KEYSTONE F11 00 r` <br />OPTIONAL <br />Y-34 <br />ifl ; R io <br />Q^ <br />,, 41„ <br />2a <br />4" GARAGE <br />DR. OPENING <br />4" <br />3 4 4" WINDOWOPENING <br />NOTE: <br />e INSTALL OVER STONE, TYP. <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />Oil <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />14" 4 14. <br />12' <br />Z-1" <br />• FOAM/ EPS MATERIAL 1S ACCEPTED <br />54" <br />1'-12' 54" <br />3'-8" <br />— <br />iv <br />1 " <br />4„ 3,_0„ 4„ <br />10„ 1,_4„ 10„ <br />0 <br />f2" <br />is <br />�r — <br />�t <br />(V <br />N <br />i <br />N <br />60 0 17 <br />M M ;- <br />'pQ,, <br />1" <br />Rro, <br />11„ <br />2 <br />1" <br />, <br />GENERAL NOTES: <br />M� <br />o <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />rM <br />• ACRYLIC SAND FINISH <br />LEA <br />r� <br />0 <br />0 <br />N <br />O <br />N <br />To the best of the Englneer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />f. <br />CD E 8 <br />N rro-� t00 <br />CO N N <br />N u- LL <br />00 <br />' M <br />> LL <br />W O <br />a a Lu O <br />CIL <br />� <br />Z_ <br />�N°' <br />m OJ 2 <br />W13 <br />C N <br />- <br />"P <br />moil <br />a <br />W <br />Z <br />IL <br />2 E <br />N Q co Z <br />J 0 <br />a O_ <br />U F J <br />W <br />O U <br />❑13ri❑ <br />N <br />Z pPp <br />O <br />Z � <br />Z v <br />o <br />N <br />CM <br />a <br />o <br />W <br />� <br />-J' <br />I.ryL" p <br />4J Q <br />v <br />c/) <br />,,, � <br />o <br />allo <br />F-. o <br />L.) <br />w <br />r— m E <br />8 <br />i11 <br />S w di <br />0 °� <br />< <br />o <br />w <br />M <br />�z <br />O S <br />z <br />�wo <br />cf E <br />oo <br />>m <br /><Z <br />o <br />ti <br />Z® <br />F� pVg' <br />_ E <br />O <br />0 <br />U <br />a� <br />o <br />p <br />Oa <br />N¢o <br />L <br />o <br />¢ <br />az <br />W W <br />C/) <br />z <br />U <br />m O <br />Z <br />z <br />J <br />am <br />' <br />�z <br />N <br />N <br />oa <br />Z <br />go <br />cz 55} <br />° <br />mw <br />w� <br /><0 <br />_� <br />o <br />cow <br />w <br />Xo <br />" _ <br />�Y <br />0. <br />° : <br />c O <br />0 <br />(y <br />L <br />'> <br />N <br />00 <br />ca <br />J <br />I..IV <br />O <br />'a <br />r <br />00 <br />'v <br />Z o <br />LO <br />00 <br />tV <br />= <br />0-0 <br />r <br />00 <br />C) N <br />o <br />cu <br />tV <br />z <br />z <br />_ <br />E O <br />a, <br />_ <br />IL <br />cJ 0 <br />¢ pf6 <br />JOB <br />NO: <br />19-8533 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />