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3 <br />TJ' <br />Q <br />00 <br />0 <br />M <br />LO <br />L0 <br />0 <br />rn <br />0 <br />0 <br />J <br />M <br />CD <br />O <br />I <br />N <br />J <br />Q <br />00 <br />O <br />LO <br />L0 <br />ID <br />0 <br />cn� <br />0 <br />O <br />0 <br />0 <br />J <br />1'rJ <br />CO <br />O <br />I <br />M <br />1'rJ <br />N <br />Ln <br />Li <br />C, <br />LO <br />LO <br />L <br />0 <br />r <br />V) <br />0 <br />.n <br />�Y <br />L <br />3 <br />t+J <br />i <br />a. <br />E <br />H C, <br />E <br />v` <br />a <br />i <br />li <br />0 <br />v <br />O <br />LZ <br />Lo <br />01) <br />O <br />a� <br />0 <br />0 <br />N <br />N <br />c\O <br />0 <br />0 <br />tY <br />0 <br />U <br />Z <br />w <br />m <br />0 <br />2" <br />1„ <br />iv <br />f2" <br />N <br />0 <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />WHEN" <br />REQUIRED BY ^ <br />COMMUNITY <br />SPECS. IF NOT, 1" 2" OPENING VARIES <br />DETAIL TO BE <br />BUILT W/STUCCO. <br />EDGE OF <br />OPENING <br />2" �.2" �_ <br />1'-10" <br />�^ <br />N <br />12' <br />CAP <br />1" RADIUS <br />3 1/2ONLY RADIUS 1/2" RADIUS <br />3/4" RADIUS 4 1'-54" <br />M1V <br />112" RADIUS <br />1" 4" VARIES <br />VARIES <br />= <br />�M <br />MIS <br />SIN <br />CAP <br />iv <br />A. <br />1" 1" <br />1" 1" <br />iv <br />C? <br />iv <br />2' <br />2 <br />12 <br />VARIES <br />VARIES <br />SIN <br />1 4„ <br />1„ <br />1 1/2" RADIUS <br />4" <br />34, 4„ <br />CIDrla <br />r <br />MIV 1" 1„ <br />r <br />4 4z <br />� � <br />MN <br />r N 3" <br />a a <br />- <br />MIV <br />l!7 M <br />VARIES <br />2 <br />�p <br />11, <br />,,, <br />2 <br />32' 11" 32 <br />1" 1" <br />1,_8„ <br />1" <br />2 1/2" RADIUS <br />BASE <br />- <br />CO <br />BASE <br />3„ <br />4 <br />, <br />� <br />fN <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 l <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />EDGE OF <br />OPENING <br />2" �_ �_ <br />= <br />�N <br />�-6 <br />1'-6" <br />1" 1'4" <br />1" <br />_ <br />2a <br />• <br />O <br />, <br />N <br />1-1/2" THICK <br />1-1/2" THICK <br />4" <br />10" <br />ter' i <br />2144" <br />HIV <br />_ <br />� <br />10" ,6" <br />jl`Ir <br />_ <br />CV <br />----- <br />N M <br />3„ <br />a <br />1„ <br />2 <br />N <br />2" 4" 3" <br />6" <br />2" 2„ <br />N <br />fn <br />cn <br />N <br />M <br />1-1/2" THICK <br />32' <br />21" <br />�M <br />r <br />2'-4 <br />52 <br />1 5 52—� <br />oo IN <br />4" 1" <br />N <br />OY <br />M <br />51„ <br />4 <br />VARIES <br />VARIES <br />1„ <br />2 <br />Cl)- <br />Q <br />�M <br />r <br />I <br />I <br />22„ <br />• <br />VARIES <br />VARIES <br />4„ 8„ <br />_ <br />cv i <br />I <br />oo j <br />cD i <br />{ <br />2" <br />M <br />3zoo <br />3.. <br />(Ya0) <br />^ <br />Q4' <br />KEYSTONE F11 b <br />Vr--------- <br />OPTIONAL <br />4" GARAGE DR. OPENING 4" <br />KEYSTONE F11 �0 <br />OPTIONAL <br />r <br />3„ 3„ <br />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 />(V CV <br />2 <br />VARIES <br />2" <br />00 <br />1 " <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />T-8„ <br />4" T-0" 4" <br />101, 1-4„ 10" <br />14'14' <br />0 <br />io <br />CV <br />12' <br />L <br />5a <br />2' 1" <br />1'-12' Sa <br />7„ <br />V-4" <br />N <br /><V <br />1" <br />iv <br />N <br />cv <br />r= <br />R6, v <br />— <br />c? O <br />1" <br />'910, <br />2 <br />N� <br />O <br />GENERAL NOTES: <br />- <br />1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />s� <br />ca <br />c <br />r <br />r� <br />0 <br />aD -a <br />9 W <br />CD <br />L t � <br />V Qh O <br />C C$ Cj N <br />N ® R <br />it <br />c E <br />o <br />C > <br />O <br />CV <br />CO <br />LAM' <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida <br />Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the <br />drawing pages bearing <br />Engineers <br />signature and seal. <br />a <br />�V <br />' <br />Q <br />C,O <br />M 8 <br />hi <br />N O <br />tm <br />ON <br />...' <br />® <br />R rti 00 (n tit ik <br />f <br />N <br />�Mv ° # <br />� d <br />' d <br />w o <br />0 Y <br />W <br />W <br />o�N <br />05 rn m <br />Z <br />LID <br />M0 a J <br />i <br />w <br />N <br />ofG <br />O V of <br />Z <br />M <br />Z <br />N M <br />0 0 <br />o <br />m N <br />z <br />o � <br />Q <br />— <br />`o <br />CD <br />L <br />w <br />O <br />N <br />W <br />oo <br />w <br />t�6 <br />l�a <br />LU <br />—E <br />U <br />r' <br />Q <br />o N <br />`n <br />N <br />o <br />z <br />w <br />M <br />M <br />J <br />N ¢ <br />� <br />Z <br />< <br />Q <br />i <br />U- <br />(13 <br />C, <br />E <br />U <br />Z o <br />wz <br />> N <br />Q- <br />o a <br />I— <br />16 <br />go <br />00 <br />O <br />O <br />C <br />C <br />o¢ <br />0 K <br />m <br />ro <br />wI <br />S <br />wz <br />�w <br />=Yoz <br />�C <br />'¢w <br />o< <br />z <br />ao <br />W <br />�n <br /><0 <br />o <br />az <br />m <br />a� <br />.3 <br />a <br /><� <br />w� <br />>° <br />v <br />oilis <br />a <br />o 3 <br />>� <br />J <br />Lrn <br />LO <br />Q <br />ccc <br />:3 <br />CL <br />'i <br />O <br />o <br />o <br />:) <br />Y <br />Y <br />m <br />= <br />LO <br />O <br />r <br />M <br />0 <br />LOI <br />(0 <br />N <br />00 <br />m <br />(0 <br />L0 <br />OM <br />Q <br />r <br />CD <br />LO <br />N <br />c0 <br />o <br />Z <br />Z <br />E <br />vi <br />a <br />c <br />N <br />E <br />d <br />U J <br />Q <br />J <br />JOB <br />NO: <br />23-06134 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />I F-FVTT l i A I l >n i --T— _ 1 11 6 'l All ;rill,1 I i ill r-r I I I , F--- —r - - — <br />