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U <br />3 <br />m <br />aci <br />v <br />v <br />x <br />0 <br />n <br />00 <br />I <br />00 <br />m <br />rn <br />c <br />s <br />LO <br />O <br />O <br />J <br />I <br />x <br />v <br />3 <br />0 <br />v <br />n <br />E <br />2 <br />0 <br />c <br />co <br />LZ <br />U <br />E <br />O <br />U <br />I <br />.o <br />a <br />/ <br />a <br />00 <br />w <br />3 <br />2" <br />1„ <br />iv <br />i� i <br />N <br />" <br />iv <br />00 _ <br />CO <br />1" <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 <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1',10" <br />= <br />r^ <br />`" <br />12" <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS a 1'-5a" <br />1/2" RADIUS <br />1" 4" VARIES <br />I <br />VARIES <br />_ <br />�M <br />M1a <br />^'N <br />CAP <br />N <br />cfl <br />0 <br />ro T <br />21„ <br />2 <br />2 <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />V_01. 1" <br />1. 4 <br />34 a <br />MTa 1 1 " <br />4 42" <br />N <br />3" <br />TN <br />3„ 4, <br />a 4 <br />_ I <br />M� MCF <br />VARIES 12 <br />_1„ ,,, <br />2 2 <br />N <br />32" 11" 31 <br />1" 1" <br />1" <br />2 1/2" RADIUS <br />BASE <br />- <br />• <br />CD <br /><V <br />BASE <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 />BUILT W/ STUCCO. <br />OPENING VARIES <br />2, 2" <br />EDGE OF <br />OPENING <br />2" i <br />-� <br />�N <br />�-011 �----- <br />1" 1'-4" <br />- <br />1" <br />-`r <br />2a, <br />• <br />� <br />REA <br />1-1/2" THICK <br />1-1/2" THICK <br />- <br />0 <br />iv <br />4" 10" <br />21 <br />4 <br />� <br />10" 6" <br />iV <br />r <br />- <br />81 <br />IN TM <br />3 <br />2 <br />N <br />2„ 4" 3 , <br />6" <br />2" <br />CO <br />� <br />fn <br />� <br />Pt: <br />1-1/2" THICK <br />32" <br />24' <br />SIN <br />c� <br />v <br />•- <br />2'-4" <br />f <br />1' S" 52" <br />00 IN <br />1 -4" 3, <br />it <br />N <br />r-IS�I <br />511, <br />4 <br />a" <br />o <br />VARIES <br />VARIES <br />z' <br />Big <br />J) <br />Q <br />� <br />i <br />N <br />VARIES <br />VARIES <br />4" 81,10 <br />cO <br />C0 i /Y16, W <br />I <br />2 <br />' <br />rM <br />32 <br />• <br />1 41 � <br />z a <br />Me's <br />Q� <br />• <br />KEYSTONE F11 bKEYSTONE <br />OPTIONAL <br />' 4" GARAGE DR. OPENING <br />_ <br />CO <br />F11 r <br />OPTIONAL <br />3, <br />4" 3 a 4" WINDOW OPENING 4" 4" <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 />2 <br />: <br />VARIES <br />2" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />-64 14 114 <br />12' <br />5a" <br />1 -12" 5a" <br />1 <br />00 <br />1 " <br />d' <br />T-8" <br />4" 3'-0" 4" <br />10" V-4" 101, <br />0 <br />T <br />7" <br />A <br />N <br />CV <br />io <br />N <br />T <br />'Qsa <br />sr <br />d' <br />CV <br />00o' <br />• <br />2 <br />N� <br />m� <br />O <br />`r <br />, <br />o <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />fM <br />0 <br />-- o <br />z CO <br />Cj <br />a <br />(nv)z <br />w <br /><_� p <br />�V — <br />Ou' <br />O o <br />m CN <br />W <br />p <br />Cn <br />C (0 M <br />U <br />= N <br />W O M <br />p NO <br />Ly'� <br />U) n.o <br />¢ rn <br />v Qv <br />rn Q d <br />B D® <br />� N <br />Z W MNmZ w z <br />U) a <br />N�o.s rj w <br />W �`r_N a w <br />_ <br />LU >. <br />Z <br />N cga a o <br />LLZ <br />W a N¢Ma q <br />N <br />O v U O <br />WWWFDSENG.COM Li Li <br />C2 <br />Q <br />CV <br />CN <br />0 <br />0 <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 />ResidIs al 6th Edit on. Engine 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 />Oz <br />'9 <br />Lu <br />2:a <br />w�a� <br />Uz00 <br />Z U Z Q <br />Z <br />w <br />uu <br />aa600 <br />F— <br />� �w O <br />L. <br />So <br />W <br />C <br />LIJO <br />z <br />zz <br />L <br />C <br />> <br />f z <br />L43 <br />� <br />0 <br />0 <br />-0 <br />`J <br />g g <br />U <br />LLJ <br />w <br />'pZ <br />7 `; <br />0 <br />X <br />U O a <br />N <br />r-1 <br />a <br />Z<Za <br />C'� <br />~ <br />Hof <br />zw <br />W <br />Lf) <br />2: <br />w <br />a <br />;Z= <br />o <br />g9� <br />00 <br />re)Q <br />z <br />z <br />Qaz <br />�N8 <br />Z <br />�L <br />m <br />O <br />0o <br />g <br />W <br />= <br />a Jz <br />rn <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: M)AM ES <br />VERSION N0. <br />4n0 <br />SHEET NO. <br />F1 <br />u iT I 17 i T� lo<iia lliiiai��ll➢�ii fl II ii�7ft�!-i lEl slra .n.i i— �ti li i I <br />