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2" <br />1" <br />iv <br />2" <br />N <br />00= <br />CO <br />1" <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN ^ <br />REQUIRED BY <br />COMMUNITY <br />FNOT,I <br />DETAIL TO BE 1" 2" OPENING VARIES 2" � <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />- <br />^ iv <br />12" <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS 4 1-54 MIS <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />M <br />= MIV <br />CAP <br />iv <br />0 <br />ih <br />2�" <br />2 <br />2 <br />VARIES <br />VARIES <br />SIN <br />1 1/2" RADIUS <br />4" <br />L' 3,, <br />34 4 <br />chl7 <br />r <br />3" <br />� 2 <br />N <br />T06 <br />SIN 3" <br />r 3" 3�� <br />a <br />� <br />ML <br />VARIES 12 <br />M <br />32 11" 32 <br />1 8" <br />1" <br />2 1/2" RADIUS <br />BASE <br />i0 r <br />• <br />N <br />BASE <br />4 <br />, <br />• <br />1, 0" <br />�N <br />4„ <br />12 <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ <br />f-E <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 />NG <br />2" <br />= <br />�N <br />6 <br />1'-6" <br />1" 1'-4" <br />T <br />1" <br />24 <br />• <br />c° <br />1-1/2" THICK <br />ri <br />1-1/2" THICK <br />0 <br />9 <br />N <br />4"10" <br />24 <br />_ 17 <br />N r� <br />N�'[ <br />10" 6" <br />� N4 <br />4' <br />t, <br />2 <br />- <br />(V <br />6" <br />2" 2" N <br />m <br />w <br />_ <br />cn <br />w <br />_ <br />M <br />24" <br />1-1/2" THICK <br />32" <br />=I� <br />r <br />2'-4" <br />7„ 4" <br />52" <br />1 5„52- <br />IN <br />co <br />1'_4„ 3" <br />N <br />M <br />5i" <br />4 <br />a' 1" <br />12 <br />T <br />VARIES <br />41 <br />VARIES <br />1" <br />2 <br />iv I <br />VARIES <br />VARIES <br />4 8" <br />32 <br />Q`5 <br />I <br />ap <br />to <br />�� <br />2' <br />=1N <br />M <br />3.. <br />�ti <br />6" 4" <br />4 <br />2 <br />Im <br />- <br />KEYSTONE F11 b <br />OPTIONAL <br />' 4" GARAGE DR. OPENING 4" <br />Op = <br />KEYSTONE F11 <br />OPTIONAL <br />3 4 ' 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 />VARIES <br />2" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />FINISH <br />• FOAM/SMOOPS MATERIAL IS ACCEPTED <br />1H 4' 1 64 14 <br />12 <br />54" <br />1',112 524" <br />CO <br />00 <br />�Y <br />3'-8" <br />4" 3'-0" 4" <br />10" 1'-4" <br />- <br />N <br />7 <br />i� <br />CN <br />1" <br />N <br />R63 �r <br />CV <br />o0 0 <br />MMr <br />• <br />2 <br />CV� <br />_ <br />_ <br />0 <br />1'-1" 1" <br />GENERAL NOTES: <br />v <br />� <br />ra � <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />i <br />Cl���ta�ct�,irrrr <br />ow <br />Q` • f•NS�• <br />,_� <br />►— <br />Ll <br />= U <br />I <br />FL <br />ESS <br />/t11114t1� <br />o the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications <br />contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />E. <br />Q <br />00 E <br />V 8 <br />m <br />co p"- m <br />N 0 ik <br />N <br />I• <br />� C) C)� <br />N C <br />t` N <br />J J <br />N LL <br />Xk m W <br />® <br />d M�� <br />- <br />J* W W <br />W LL a a <br />Q <br />C-1 <br />N mLL. <br />W <br />a s 0 <br />z <br />> <br />< <br />Z 03 <br />C N <br />W. m O O <br />�E°�'rn <br />¢Oaf <br />Z <br />IL(�{� <br />T@ N ° <br />N Q c o z <br />Q OLn <br />U 0 <br />a <br />z <br />° 0 <br />J <br />❑❑❑❑ <br />W <br />N <br />2 N O <br />_ � o <br />2 O Q <br />� <br />Q <br />J M <br />U) <br />d N <br />M <br />N <br />^' <br />z <br />o <br />1V/l <br />u- <br />• V w O <br />� Q <br />.O <br />N <br />rs, <br />wa <br />U 'm <br />w rn <br />r— e <br />O <br />m i <br />= <br />U p N <br />C U) N <br />Q <br />O <br />® O <br />OT O <br />O <br />CC, <br />w <br />M <br />z <br />o <br />z <br />< <br />LL- <br />c,i E <br />zC <br />20 <br />>N <br />¢H <br />Q <br />E o <br />w <br />a�= <br />z® <br />O <br />t--' <br />E <br />5 O <br />U <br />a ¢ <br />OU <br />0 <br />0 Q <br />C—::, <br />wo <br />a <br />rW <br />rp <br />rn C:o <br />wm <br />O <br />° LL <br />Q) <br />J <br />¢ <br />¢w <br />z <br />v7 <br />N <br />!Z <br />og <br />LL <br />z <br />z <br />a <br />nw <br />W <br />U <br />w <br /><o <br />�k <br />c.0 <br />� <br />z¢ <br />a <br />0�3 <br />0 <br />2M <br />= <br />> C'7 <br />N <br />rn <br />W <br />� <br />•> <br />c <br />0000 <br />CID <br />O <br />C O <br />70 <br />W <br />O <br />C) <br />I.f) <br />Z N <br />� <br />T <br />Lii <br />T <br />I OM) <br />N r <br />T— <br />E <br />00 <br />N <br />C� <br />Z <br />cc <br />z <br />E O <br />W <br />ro <br />a <br />U -j <br />¢ CIO <br />JOB <br />NO: <br />20-0557 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />— _—_ — 11111 Ill, I ii hFTEIR 1,111,J11111111, r'i, 111 Is 1u 1, 1 <br />