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-1•'1 •.. . :I m11 I1' 1 •• • '•'*' •! �lllP 1 1' 'lll I' I I �■ r111R'r �Igl`A ] 'I !I 1 I I I I. ' U 1 1 I UIE. : I. ':II 1 �L 1 1 - - c xs + - - —� - - - - r rn � a al m pww■w mplwlwmwlnwws�nualpFwpA prlwnplenn+wpinerlR■rwrww■Iwrlw m mur III sIIVL ,1� II I r I I IlY ntl 11 1 I p 11 I IEI 'a�I��II II - Iq II I}IIII'., III °!T ! fl •. P .d , �_ 1 f.l���, U1Yk! �,' , - I I II � I �N �IFlpl I�IIIII ! � I I I II, ? I .• I I�: I f I I III <br />,It <br />211 <br />111 <br />FN <br />Pih <br />iN <br />2" <br />iv <br />oo <br />`D <br />'m <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />SPECSCOMM. IF NOT, <br />DETAIL TO BE 1" 2" OPENINGVARIES <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />2" <br />1'-10" <br />°,N <br />- <br />iN <br />r <br />0 <br />M <br />(�L <br />SIN <br />C 7 <br />32' 11" 32' <br />1- 1" <br />1'-8" <br />12' <br />1" <br />1" RADIUS <br />31/2" RADIUS <br />3/4" RADIUS <br />1/2" RADIUS - <br />1" 4" <br />2z° <br />1 1/2" RADIUS <br />2 1/2" RADIUS <br />CAP <br />1/2" RADIUS <br />1'-5-1 <br />a <br />VARIES <br />VARIES <br />VARIES <br />12 VARIES <br />6111 <br />BASE <br />_ <br />� Mist <br />- <br />MIS ^I" <br />rrN <br />;r, <br />CAP <br />iv <br />1" 1" <br />11_01• <br />1'-4" <br />- <br />1 4" <br />1 11 <br />11_011 111 <br />CD <br />`~ <br />BASE <br />4" <br />341 41• <br />MIV' <br />c71 V 1 " 111 <br />'- <br />4 <br />4111 <br />�-4 <br />.� � <br />I I <br />N <br />• <br />r�V' IN <br />—O�' <br />rIN <br />r 3" 4" <br />4 4 <br />2" <br />MIV <br />� M� <br />VARIES 12 <br />_ill <br />2 <br />1 -0" <br />N <br />r <br />117 <br />24' <br />. <br />12 <br />- <br />3 <br />*NOTE: <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 />VARIES <br />OPENING VARIES <br />2•• 211 <br />EDGE <br />OPENING <br />2" <br />8" 2 <br />_ <br />I „ <br />T <br />04 <br />O <br />I <br />CV <br />1" <br />w <br />� <br />1-1/2" THICK <br />w <br />1-1/2" THICK <br />24" <br />c� <br />co __ <br />IN M <br />311 <br />4 <br />1.1 <br />2 <br />1 <br />_ <br />T <br />211 411 311 <br />iv <br />10" _ <br />cN <br />6. <br />2,1 211 cv <br />cD <br />I iN <br />t <br />— <br />24° <br />1� <br />` <br />CO SIN jet• <br />411 1 „ <br />111 <br />2 <br />Q <br />1-1/2" THICK <br />2'-4" <br />P�'1• <br />114•• 311 <br />12' <br />�$ <br />4" <br />N <br />o 2 <br />L H <br />221 <br />31" <br />�CI•N <br />M <br />N <br />c� <br />111 <br />5211 1 5„ 5 <br />5411 <br />r <br />I <br />�10�A , <br />^ <br />12 4a" <br />VARIES <br />VARIES <br />VARIES <br />VARIES <br />4" 811 <br />_ _______ <br />iv i iN <br />I <br />00I - <br />1 <br />-� <br />111 <br />32 <br />KEYSTONE F11 a <br />OPTIONAL <br />TGARAGE DR. OPENING 4" <br />r <br />KEYSTONE F11 00 <br />OPTIONAL <br />1 <br />31, 31 <br />3 a 4" WINDOW OPENING 4" 4" <br />•OINSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />6" 4" <br />CV CV <br />° R44„ <br />2 <br />VAR] <br />f2" <br />00 <br />CCN <br />1" <br />f <br />OP o <br />ci a+•i T <br />_ <br />NOTE: <br />• FIN. <br />SMOOTH <br />• FOAM/ <br />3'-8" <br />4" 3'-0" <br />10" 11 A" <br />TO HAVE TRADITIONAL LOOK & <br />FINISH <br />EPS MATERIAL IS ACCEPTED <br />4" <br />101, <br />rx "d• <br />11 3 <br />14' 1-64 14 <br />T11I <br />:- <br />0 <br />E <br />cli <br />CV <br />124 <br />54 <br />1'-12' 5t. 4" <br />L <br />�I( <br />CD <br />i� <br />FV <br />1 <br />CN� <br />.I 2 <br />r <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />ACRYLIC SAND FINISH <br />i <br />G� <br />d <br />1 <br />���\ Ro �l �l N <br />O <br />Ot' <br />F <br />E S S\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />o E <br />ti <br />00 <br />r, <br />N <br />V <br />O N <br />J <br />M <br />otir-0 <br />LL w a <br />CL <br />J IJi IL <br />d W <br />Z <br />11 <br />13190 <br />L lr3 OIm- <br />� <br />0 <br />W <br />_ <br />7 CO <br />C/) <br />x 0 J <br />co <br />Z <br />LLW <br />M Z <br />a <br />R N 0 <br />Z <br />NOD <br />pV <br />U-jvVi <br />❑�❑ <br />Z N M M <br />o S2 <br />Z m <br />zo <br />Qv <br />a <br />In <br />N <br />M <br />z <br />(D o <br />u- <br />O <br />to <br />�N <br />W p <br />C N <br />x <br />X <br />AIM <br />ung <br />I--- U) <br />W J <br />H _ E <br />I <br />C) o <br />c U) <br />m <br />Q N 0 <br />I� <br />o <br />m <br />�w <br />.J <br />LL <br />y <br />zo <br />Z <br />Q <br />N C) <br />w0 <br /><0 <br />Z® <br />oa <br />0 <br />t iO <br />xU <br />ati <br />00 <br />� <br />U <br />C <br />O C <br />N <br />p <br />¢o <br />d 2 <br />¢W <br />- ra <br />_ <br />- <br />Y <br />�o <br />o <br />oz <br />> <br />z <br />(� J <br />a <br />�Z <br />w <br />O <br />W <br />N <br />0-�11 <br />v <br /><0 <br />a <br />Lw <br />Z <br />O <br />J <br />c ¢ <br />Ww <br />> O <br />I0 <br />IIIIII�CD <br />il¢ <br />o� <br />U <br />c C:)0 <br />>Lo <br />L <br />W <br />m <br />■ .� <br />0 <br />n/ <br />U <br />0) <br />C Y <br />O <br />OV <br />r2 <br />00 <br />T <br />c~3 C) <br />O� <br />O LO <br />00 T <br />M <br />T <br />.. <br />E <br />m <br />c T <br />M <br />rri <br />o <br />Z <br />Z <br />E Occ <br />a <br />U 0 <br />Q p <br />JOB <br />NO: <br />20-8083 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />