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2' <br />1" <br />iv <br />co <br />i\1 <br />2" <br />iv <br />ao = <br />CO <br />v <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" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />r,N <br />^ <br />"'a <br />12' <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS 4 4' <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />C0 <br />�C; <br />CAP <br />iv <br />1" 1" <br />0 <br />M <br />iv <br />22 , <br />Jill <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />SIN <br />r <br />Of <br />1" 1'-4" 1" <br />4" <br />3 4, <br />MI7 <br />� Ala <br />f <br />Ala <br />3 <br />4".�--.r <br />N�v <br />r� Epp <br />SIN 3.' <br />r s., ��• <br />4 a <br />2" <br />�` <br />�p <br />VARIES 12' <br />,,, ," <br />2 2 <br />SINto <br />C'7 <br />32 11" 3' <br />2 1/2" RADIUS <br />BASE <br />`� <br />BASE <br />4 <br />N I <br />I <br />12" <br />*NOTE: <br />VARIES <br />$" 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 />BUILT W/ STUCCO. <br />OPENING VARIES <br />2' 2" <br />EDGE OF <br />OPENING <br />2" <br />N <br />6 <br />1'-6" <br />1" V-4" <br />1" <br />r� <br />2a" <br />zo <br />4„ 101, <br />0 <br />N <br />1-1/2" THICK <br />1-1/2" THICK <br />TM <br />211, <br />4 <br />-I� <br />- rl�m <br />N <br />0) <br />f <br />10" 6" <br />(V <br />81 <br />4" <br />t" <br />2 <br />I <br />- <br />CV <br />2" 4" 3„ <br />6" <br />2" 2" N <br />W <br />fr <br />? <br />CO <br />W <br />�C <br />1-1/2" THICK <br />3z' <br />24" <br />'Ivt <br />T <br />SIN <br />M <br />2'-4" <br />52�� <br />1 5" 52" <br />00 SIN <br />iiir <br />3" <br />N <br />2r <br />io <br />r <br />54111'4' <br />� <br />a" 1" <br />12 <br />o <br />VARIES <br />VARIES <br />Uj <br />Q <br />�M <br />1 <br />i <br />LA <br />22' <br />• <br />VARIES <br />VARIES <br />I <br />00 <br />(° i �46" `° <br />>1� <br />' <br />N <br />M <br />• <br />3„ <br />i <br />Q <br />2 44' <br />man <br />IZ <br />�11 <br />i <br />m <br />KEYSTONE F11 b <br />4" GARAGE DR. OPENING <br />00 <br />- KEYSTONE F11 <br />LTIOOPTIONAL OPTIONAL <br />3" 3" <br />4" 3 4)' 4" WINDOW OPENING 4" a' <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />6" 4" <br />CV <br />CD R44r.. <br />2' <br />A IE <br />2" <br />(D <br />00 <br />1 " <br />- � <br />et <br />NOTE: <br />•FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-" <br />4" 3'-00" 4" <br />101, 1 4 101, <br />14 1-64 14 <br />� O <br />N <br />12 <br />54"54" <br />2'_1.� <br />Tf <br />� <br />1'-4" <br />iv <br />N <br />N <br />T <br />N <br />co o <br />M CO r <br />1" <br />1" <br />R.70-, <br />12„ <br />IN� <br />C� <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />n� <br />0 <br />L—R--- <br />z N O <br />z <br />z <br />�J M <br />d ti <br />M <br />E3 <br />N <br />z <br />a <br />� <br />V7 Y <br />W � <br />V <br />O <br />LU <br />C E <br />o <br />� <br />� <br />U m <br />m <br />E2 E <br />O <br />S <br />m <br />� <br />N N <br />�o Z <br />�Mm �� <br />w <br />W v <br />w <br />V ¢�a��A <br />Z <br />O �no¢� <br />.^ inN <br />�o <br />V` E i r -{gyp. <br />LL <br />4 <br />W <br />O U <br />V F <br />❑ ❑ <br />C <br />0 <br />GV <br />M <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the stural plans and spa cat ons contained within <br />these <br />drawings comply with the 2017 <br />Florida Building Code <br />- <br />Residential 6th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />CD <br />o <br />w <br />Mw <br />M <br />J <br />m <br />Z <br />Z¢ <br />� <br />ILL- <br />Q E <br />vc� <br />E J <br />zo <br />z <br />>m <br />Z® <br />oa <br />I— <br />xo <br />a¢ <br />�ti <br />00 <br />0 <br />o <br />CV <br /><z <br />0 <br />¢o <br />wz <br />L� <br />i <br />(0 <br />CY <br />_ <br />z <br />U <br />'0 <br />0Ix <br />Z ' <br />ai <br />J <br />"m <br />< <br />aW <br />Zz <br />y <br />� <br />o� <br />°5 <br />g0 <br />a <br />W <br />�0 <br />a_ <br />a <br />1K <br />=� <br />O <br />WF <br />�O <br />x <br />Cfl <br />� <br />zIa <br />00 <br />00 3 <br />0 <br />.0 0 <br />Lo <br />^L, <br />W <br />I`) <br />> <br />■ - <br />L <br />0 <br />0 <br />/"\ <br />V) <br />0 <br /><( <br />C <br />-C <br />N <br />m <br />U <br />0 <br />_ <br />W <br />O <br />d" <br />r <br />0) <br />so <br />r- <br />I <br />CDLO <br />co") <br />T <br />T� <br />CD <br />0 <br />N <br />M <br />ai <br />m <br />CD <br />N <br />i» <br />o <br />z <br />z <br />E 0 <br />m <br />c <br />Ecc 0 <br />JOB <br />NO: <br />19-5893 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />