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■ <br />2„ <br />V, <br />2" <br />"NOTE: <br />VARIES <br />i'-10° <br />12 <br />CAP <br />T <br />CAP <br />Lv <br />iv <br />FOAM TO BE USED <br />1" RADIUS <br />M <br />ONLY WHEN <br />REQUIRED BY <br />1/2" RADIUS <br />3 1/2" RADIUS <br />`�rCD <br />_ <br />iv <br />in <br />- <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" 2"� <br />� _ <br />c� <br />3/4" RADIUS 4 <br />V-54" <br />_ � <br />N <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />EDGE OF <br />1" 4" <br />VARIES <br />"t <br />1" <br />OPENING <br />VARIES <br />1'-4" <br />0 <br />22 <br />12 <br />VARIES <br />CV <br />VARIES <br />1 1/2" RADIUS <br />r <br />4" <br />34 4 <br />CCJ <br />- <br />MI.V <br />2 1!2" RADIUS <br />LO T <br />filet <br />Lo �Tv <br />Id' —0 <br />lIJ A" <br />VARIES 12 <br />1, <br />3z" 11 32" <br />1" 1" <br />1" <br />- <br />iv <br />r N 3" <br />,,, <br />2 2 <br />BASE <br />BASE <br />71:1 i" i" <br />3,, <br />3�� <br />4 4 <br />1 �_$�� <br />4 <br />I <br />i <br />4" <br />^CV <br />i2" <br />""NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />d <br />Lo <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />1' <br />DETAIL TO BE <br />2 ' 2f <br />BUILT W/ STUCCO. <br />2a <br />EDGE OF <br />OPENING <br />. <br />, <br />T <br />0 <br />1-1/2" THICK <br />1-1/2" THICK <br />101, <br />N <br />= <br />r <br />.Z1n <br />4 <br />d <br />10" 6" <br />� N <br />r <br />—81 T Ia <br />r (fl <br />CD = C <br />IN � <br />a' <br />1f <br />2 <br />_ <br />CV <br />2" 4" 3" <br />s" <br />2" 2n N <br />In <br />w_ <br />fn <br />_w <br />(Y <br />TM <br />M1 <br />3 <br />v <br />1-1/2" THICK,. <br />y <br />211. <br />4 <br />^c� <br />v <br />S <br />00 <br />,- <br />2'-4" <br />1'-101, <br />'v <br />52„ <br />1,-5„ 52 <br />CV <br />n <br />00 <br />I I <br />zo <br />� <br />a" 1° <br />12 <br />o <br />Y <br />VARIES <br />VARIES <br />fb <br />1 <br />2 <br />to <br />21 <br />Q <br />` <br />• <br />VARIES <br />VARIES <br />a <br />4" 8 <br />i" <br />�,� <br />r <br />o <br />o <br />_ r--------- _ <br />00 <br />3" <br />q, y <br />6" 4" <br />KEYSTONE F11 0 <br />OPTIONAL <br />KEYSTONE F11 00 <br />OPTIONAL <br />co Rs co <br />4 <br />2 44 , <br />R y <br />4 <br />3 <br />00 <br />I <br />2n <br />4" GARAGE <br />DR. OPENING <br />4" 3 4 4" WINDOW OPENING 4" a' <br />2 <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />= <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 />SMOOTH FINISH <br />14 1''64" i4' <br />12" <br />1-4' <br />°O <br />2" <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />5 " <br />i <br />T-8" <br />7' <br />L� <br />CL <br />E <br />4" T-0" 4" <br />101, l'-4" 101, <br />o <br />C� <br />v <br />E <br />S <br />to <br />fb <br />tt <br />N <br />1 <br />Di <br />v <br />N <br />J <br />_ <br />CV <br />ill <br />b <br />r <br />iV <br />Rs i <br />ay <br />T <br />CN <br />C <br />Cam) <br />i <br />o <br />coo-7 <br />CL <br />1 ' <br />Rr0•- <br />i1„ <br />N <br />i <br />2 <br />GENERAL. NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />w <br />H <br />0 ACRYLIC SAND FINISH <br />C9 r <br />Z M <br />_ o <br />Z <br />z <br />f2 <br />+� z <br />� cn <br />w <br />O w <br />C <br />m <br />IE <br />V <br />0, <br />�� <br />m <br />w E <br />— U <br />M <br />N <br />rwig <br />_ <br />O O o <br />�7Ny <br />LL! <br />LY Y <br />¢ m <br />Y f� <br />CL <br />rn Q o <br />B D® <br />N C•H D C <br />.w ew pp R N <br />v O <br />LU <br />Z W M��Z � z <br />M <br />fn' <br />_ y � C. <br />R_nm <br />W v> g a <br />= <br />Z 0 f <br />� <br />a A <br />W A< A <br />P v <br />U � <br />WWW.FDSENG.COM <br />0 <br />N <br />N <br />N <br />O <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 Florida Building 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0Z <br />w� <br />�F <br />oo <br />z Lu <br />J <br />�oruz <br />O��o <br />8 LLLL N <br />W <br />oW© <br />L <br />Q <br />zz <br />zz <br />C)� <br />�1 <br />N <br />rLA <br />O <br />O <br />Z <br />::1zw <br />VUO <br />= <br />� <br />1he <br />o <br />1W <br />ON <br />Wom� <br />W -u <br />aa�� <br />� <br />Q <br />g '4 w <br />Z <br />Z <br />r-1 <br />aL 6 0, <br />C3,0 �j <br />JJ <br />Q <br />i <br />YYW <br />Sao <br />N <br />O <br />00 <br />Q <br />Z <br />Z <br />` <br />p <br />Y / <br />7` <br />ILL. J• <br />C�yN <br />t7r O <br />m <br />0 <br />Q <br />J <br />= <br />a uj <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4mO <br />SHEET NO. <br />F1 <br />