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3 <br />v <br />c <br />v <br />x <br />LO <br />0 <br />04 <br />cp <br />I <br />00 <br />rn <br />v <br />x <br />Lo <br />0 <br />J <br />00 <br />a <br />i <br />rn <br />c <br />3 <br />C <br />Q <br />N <br />a <br />E <br />N <br />E <br />O <br />0 <br />c <br />aci <br />i <br />al <br />t� <br />0 <br />v <br />U <br />m <br />�O <br />d <br />w <br />a <br />M <br />2° <br />VARIES <br />1'-10" <br />11" <br />_-- <br />CAP <br />- <br />r <br />CAP <br />2" <br />*NOTE: <br />(V <br />N <br />FOAM TO BE USED <br />1" RADIUS <br />ONLY WHEN <br />REQUIRED BY <br />�^ <br />1/2" RADIUS <br />3 1/2" RADIUS <br />iv <br />oo = <br />CO <br />COMMUNITY <br />SPECS. IF NOT, I <br />DETAIL TO BE 1" 2" OPENING VARIES 2" <br />N <br />3/4" RADIUS 4 <br />1'-54" <br />M,a <br />1" 1" <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />iv <br />EDGE OF <br />1" 4" <br />VARIES <br />^IN <br />1'-0" <br />1" <br />OPENING <br />VARIES <br />1'-4" <br />0 <br />22 , <br />VARIES <br />N <br />2 <br />VARIES <br />SIN <br />1 1/2" RADIUS <br />4" <br />1„ <br />"Al 4 <br />4 42" <br />� <br />2„ <br />r�v <br />2 1/2" RADIUS <br />L <br />MIV <br />io TTv <br />j3" <br />00 <br />VARIES 12 <br />�M <br />32 11" 32 <br />1„ 1" <br />1" <br />. <br />BASE <br />CO <br />co <br />N <br />BASE <br />�N 3' <br />z" z' <br />• <br />CoNt 1„ <br />3„ 3„ <br />4 <br />1,_8„ <br />/ <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />co <br />r <br />� <br />REQUIRED BY d <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2" <br />dN <br />1'-6" <br />1" 1'-4" <br />1" <br />r� <br />DETAIL TO BE <br />2 � <br />BUILT W/ STUCCO. <br />2a' <br />EDGE OF <br />OPENING— <br />• <br />0 <br />, <br />1-1/2" THICK <br />1-1/2" THICK <br />4" 10" <br />M <br />21" <br />4 <br />� <br />10" 6" <br />'IV <br />1N Ala <br />M <br />3„ <br />4 <br />2 - <br />- <br />N <br />2„ 4„ 3„ <br />6" <br />2„ iv <br />2„ <br />to <br />w <br />cn <br />LU <br />� <br />^M <br />1-1/2" THICK <br />32' <br />21„ <br />4 <br />�LN <br />C7 <br />'la <br />2-�4 <br />52 , •-- <br />1-5' 52 , <br />&o <br />00 IN <br />N <br />4" 1" <br />12 <br />VARIES <br />VARIES <br />z' <br />CO <br />22" <br />I <br />• <br />VARIES <br />VARIES <br />r4l" 8„ <br />1" <br />�11 <br />- <br />T <br />r--------- _ <br />N i N <br />I <br />33 <br />Q.�" �, <br />QjL <br />Q' <br />6" 4" <br />CV CV <br />7ENE F11 0 <br />00 <br />KEYSTONE F11 <br />rn <br />OPTIONAL <br />io ; R co <br />6" <br />Q^ <br />1, 4l' <br />2 <br />3„ <br />, <br />2 <br />T`' <br />2 <br />GARAGE <br />DR. OPENING <br />4" 3' 4 ' 4" WINDOW OPENING 4" 4" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <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 />14' 1'-6a" 14 <br />12, <br />2-1 <br />1, „ <br />2" <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />54" <br />1''12' 54" <br />T-8" <br />7" <br />iv <br />1„ <br />- <br />10" 1'-4" 10" <br />0 <br />N <br />io <br />00 <br />(D <br />N <br />R <br />N <br />1" <br />N <br />1" <br />0 <br />CV <br />00 O I <br />• <br />M M r <br />2 <br />1„ <br />fV� <br />_ <br />' <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />`t <br />• POLYCOAT (HARD COAT) <br />/ <br />I <br />• ACRYLIC SAND FINISH <br />,i <br />U <br />� o <br />0- <br />zCN <br />z <br />Q <br />n <br />U) z <br />C: <br />w <br />4- J <br />M Q <br />OLLJ <br />m <br />l LJ E <br />M <br />N Cl) <br />C N <br />9? <br />RiU <br />N 6 cM <br />C%4 <br />O_oo <br />Z 00 <br />Y <br />a a <br />Q o 0 <br />co <br />U, <br />rn Q d <br />BD. <br />N C B D C <br />N,y N[O <br />z Uj Z <br />F co w <br />�- <br />W a &FI w <br />LY a ct <br />�0)m <br />Z g C rn a; <br />�C4 <br />ILIL Z isEq0 <br />a <br />WQN¢ o <br />O v U O <br />WWW.FDSENG.COM Li Li <br />00 <br />0 <br />N <br />O <br />0 <br />To the best of the Engineers 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 />Z <br />Wo <br />WQCex <br />'zoo <br />zW z <br />ME z <br />I.DJ <br />uj <br />a <br />� <br />'�` <br />�- <br />ouzo <br />U W �r ---- N <br />UJ <br />W <br />zLn <br />y_ <br />C <br />Q <br />z z <br />ro <br />> <br />LPL <br />z z <br />� <br />� <br />o <br />O <br />z <br />U <br />= <br />(� <br />W <br />c O6 <br />QY� <br />I- <br />XLLI <br />LU <br />Ns <br />A <br />z�� <br />W W <br />¢afce <br />z <br />J <br />LJ J <br />¢W <br />8 <br />L1 J <br />P <br />8~o <br />Q <br />Z <br />�2 z <br />z <br />t <br />j.s <br />c000 <br />g <br />= <br />� <br />'-4 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO 4wO <br />SHEET NO. <br />Fill <br />