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2" <br />2"*NOTE: <br />VARIES <br />1'-10" <br />1 <br />CAP <br />T <br />CAP <br />iv <br />1" <br />N <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />^ <br />1" RADIUS <br />3 1/2" RADIUS 1/2" <br />RADIUS <br />Cl' <br />iv <br />eo <br />COMMUNITY <br />SPECS. IF NOT, <br />_ <br />iv <br />1'-5' <br />3/4" RADIUS <br />_ (�a <br />- <br />DETAIL TO BE <br />1" 2" OPENING VARIES <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />iv <br />EDGE OF <br />1" 4" <br />VARIES <br />MIS SIN <br />1'-0" <br />�- <br />OPENING <br />_ <br />VARIES <br />1 <br />0 <br />22 <br />VARIES <br />M <br />12 <br />VARIES <br />SIN <br />1 1' <br />1 1/2" RADIUS <br />T <br />4 <br />34 , 4'1 <br />MN <br />2 1/2" RADIUS <br />� T <br />(+71a <br />r� rC0 <br />�c717 <br />VARIES 1 <br />c <br />SIN <br />3z" 11" 3' <br />BASE <br />CO <br />iv <br />BASE <br />T <br />SIN 3 <br />,,, ,,, <br />2 <br />• <br />2 <br />MIS 1 „ 1, <br />T <br />a a <br />a <br />• <br />" <br />N <br />4" <br />1z' <br />*NOTE: <br />VARIES <br />8 2 <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />a <br />14 <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2"� <br />i <br />1 1 -4 <br />1" <br />DETAIL TO BE <br />ZOEBUILT <br />W/ STUCCO. <br />EDGE OF <br />241 <br />• <br />OPENING=k <br />' <br />ro <br />O <br />1-1/2" THICK <br />1-1/2" THICK <br />101, <br /><V <br />_ <br />r� <br />2y <br />10" x <br />N <br />� <br />c � <br />0) <br />81 <br />IN <br />4" <br />1 <br />2 <br />N <br />2" 4" 3„ <br />6" <br />W <br />W <br />_ <br />I <br />1-1/2" THICK <br />32" <br />21" <br />4 <br />c <br />- <br />z -Ia <br />2'-4" <br />5' <br />1 5" 5" <br />V-4„ 3" <br />54" <br />LIN <br />00 <br />g„ <br />4 1" <br />1 <br />VARIES <br />VARIES <br />1 <br />2 <br />CV <br />U) <br />22 <br />Cr <br />t <br />• <br />VARIES <br />VARIES <br />4„ 8" <br />1" <br />3211 <br />��1 <br />Q� <br />- <br />00 = <br />__ <br />N r iv <br />00 <br />3. <br />t21 , <br />6" 4" <br />KEYSTONE F11 b <br />OPTIONAL <br />KEYSTONE F11 <br />OPTIONAL <br />2 44 <br />`Dv Rg4r 'v <br />3" <br />+- <br />2 <br />2 <br />' 4" GARAGE <br />DR. OPENING <br />4" 3 4 4" WINDOW OPENING 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' V-64" 14' <br />12 <br />2'-1" <br />-4" <br />154 <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />1 12 5 <br />3'-8" <br />7 <br />- <br />CV <br />4" 3'-0" 4" <br />1 " <br />10" 1'-4" 101, <br />0 <br />f2" <br />00 <br />: <br />d' E <br />d <br />in <br />(V <br />1 <br />�o <br /><V <br />19 <br />CV <br />0; o <br />• <br />M ce) <br />1 " <br />'470" <br />1 i <br />2 <br />1„ <br />v <br />NNE <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />COAT) <br />I <br />I <br />• ACRYLIC SAND FINISHEM <br />0 <br />0 <br />CV <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 <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E <br />Q <br />O V " <br />s <br />co <br />N � <br />OO O a <br />ONN <br />M <br />(O N J <br />W Ij u- <br />0 <br />�3 M N <br />IL <br />u- <br />J W w <br />LL J 4, d <br />a <br />N 2 <br />N M 5 <br />�C:U- <br />LL <br />W y <br />as (o <br />Z <br />"O(nO <br />Qr Y <br />0 IX <br />m 0 <br />0 09 <br />O: <br />W <br />a <br />«, C N <br />m 0 r-- <br />m m J 0 <br />o� 0 <br />W <br />Z <br />IL <br />2 E T <br />rn< M a <br />NQ(N+>Z <br />a <br />< o N <br />�U <br />0< R <br />J <br />Z <br />❑❑❑❑ <br />_ W <br />m <br />pp� <br />z N (O <br />zIS <br />z <br />Q <br />� ClLAI <br />M <br />MROM <br />U) <br />N <br />z <br />o <br />_U � <br />1(3) <br />(V <br />w o <br />� C <br />V1 <br />w <br />r- E <br />o <br />� <br />U i'n <br />w rn <br />� m E <br />O $ <br />= ai <br />_I <br />U 'o <br />• <br />c � o <br />seo <br />o <br />w <br />Mm <br />M <br />0 ¢ <br />Z <br />Q <br />� <br />J <br />(o E <br />CL O <br />E <br />h <br />z <br />�o <br />oLL <br />wj <br /><ON <br />z ® <br />oa <br />O E <br />N 6 <br />ar <br />o <br />wo <br />00 <br />oQ <br />az <br />wz <br />4% L <br />QO <br />m0 <br />3 rp <br />C <br />Z <br />8¢ <br />�x <br />O <br />oa <br />Z <br />>z <br />Z <br />N J <br />e <br />g y <br />N <br />OL <br />F <br />82 <br />ZZ <br />go <br />a <br />N W <br />W <br />U <br />= <br />CD <br />Jz <br />w <br />=3 <br />5� <br />� � <br />�¢ <br />aF <br />0U <br />i <br />CM <br />0 <br />= <br />>(o <br />L <br />f0 <br />0 <br />.> <br />Ln <br />O <br />> <br />O <br />O m <br />T <br />r <br />0''. O <br />0) <br />L.() <br />>% N <br />r <br />r <br />Lo <br />(ro- f <br />T <br />E <br />E <br />c CD <br />C) <br />Z <br />z <br />E Occ <br />M <br />FLU <br />J <br />Q <br />J <br />JOB <br />NO: <br />20-1131 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />