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2" <br />1 <br />2" <br />N <br />_ <br />�D <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN ^ <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />- <br />^N <br />ii <br />12" <br />CAP <br />I" RADIUS <br />1/2" RADIUS <br />3 1/2" RADIUS <br />1'-53,, <br />3/4" RADIUS 4 4 <br />1/2" RADIUS <br />1" 4=VAR <br />VARIES <br />_ <br />`I� <br />a <br />Col. <br />CAP <br />iv <br />CD <br />1" 1" <br />1" 1" <br />1'4" <br />Cv <br />o <br />M7 <br />Cv <br />21 „ <br />2 <br />2 <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />—IN <br />r <br />1'-4° <br />4" <br />31„ 3"- <br />4 4 <br />MI <br />rTv <br />rTv 1 „ <br />3„ <br />41„ <br />N <br />.- r00 <br />�N 3" <br />4 4 <br />2„ <br />- <br />MN <br />VARIES 12" <br />2' 1 <br />M <br />32' <br />1" 1" <br />1'-8„ <br />1" <br />2 1/2" RADIUS <br />BASE <br />LO r <br />CD <br />(D <br />`~ <br />BASE <br />4 <br />iv <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 <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />2" 2' <br />EDGE OF <br />OPENING <br />2" <br />�'N <br />1'-6" <br />1" 1'-4" <br />— <br />1" <br />4 <br />2a <br />• <br />' <br />1-1/2" THICK <br />1-1/2" THICK <br />0 <br />, <br />tV <br />101, <br />21" <br />4 <br />_ " <br />� <br />�{ <br />T - <br />10" 6" <br />jl I CV <br />CDFC1_ <br />4„ <br />' <br />11 <br />� <br />CV <br />2„ 4„ 3„ <br />6' <br />2„ N <br />2" <br />w_ <br />w_ <br />1-1/2" THICK <br />31" <br />21., <br />- <br />I� <br />2'_4" <br />1'-10" <br />f _ I <br />'v <br />52 <br />1'-5" 5z" <br />_ <br />IN <br />00 <br />�Ln <br />a' 1" <br />1'-4" 3" <br />i2' <br />N <br />2 <br />E <br />VARIES <br />-IN <br />ri <br />51„ <br />4 <br />VARIES <br />2J.' <br />Sim <br />w <br />L ::Nz <br />2'! <br />• ru <br />VAR] ES <br />VARIES <br />4„ 8„ <br />32 <br />Q� <br />C <br />__ ______ <br />N i T <br />ep <br />Rs" <br />2 <br />r <br />3 <br />2 44' <br />6" 4" <br />CD <br />�21 <br />KEYSTONE F11 b <br />OPTIONAL <br />4" GARAGE DR. OPENING <br />_ <br />0° <br />OPTI <br />KEYSffWINDOWC <br />4" 3 4 4"PENING 4" 4J" <br />NOTE: • INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />VARIES <br />f2" <br />co <br />1" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3-8" <br />4" T-0" 4" <br />101, 1,_4„ 1 p„ <br />14 4' 14„ <br />r o <br />12' <br />5„ <br />4 <br />2`-1„ <br />— <br />1, 54„ <br />,-12 <br />7„ <br />1'-4„ <br />N <br />N <br />N <br />o <br />= <br />CO <br />N <br />CV <br />00 O 'IT <br />M Ch r <br />• <br />a <br />N� <br />TMN <br />- <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />cm <br />d� <br />y,o o <br />`; <br />cc C cn <br />x <br />+? el- <br />1-1 N = <br />ass c <br />E <br />� v <br />a � <br />M <br />O <br />N <br />LO <br />O <br />vy 4,- <br />iC <br />. <br />tj <br />•���uE QYa Lt:��i <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />WIll- vE <br />a ���� <br />N <br />G 10 # <br />to <br />8 <br />] N # lJ. <br />C13 <br />0 �MO� a. a <br />225S <br />Q Li 2 a Y <br />J LLL 555 z <br />z <br />� =p <br />CLLW <br />Z L V <br />� O <br />� 7'caNm <br />Wr°n�O�j of 0 w <br />OD 6 <br />3 L0 m z U of G H <br />ILz <br />OU ❑❑❑ <br />Z <br />M <br />Z N M <br />V o � <br />z 00 <br />QQN <br />O Q <br />—coo <br />Q <br />J <br />M <br />U) N z <br />� <br />W <br />Oog <br />W p <br />C6 r- tq <br />U <br />w � <br />c �' u <br />o <br />C <br />w <br />w <br />M <br />w ¢ <br />2 <br />G <br />W <br />�. � <br />U <br />w o <br />wo <br />z <br />Y N <br />Zo <br />z® <br />oa <br />o <br />�� <br />00 <br />o <br />0 <br />r— <br />a <br />w w <br />cn <br />o <br />a <br />m 0 <br />0 � <br />J <br />0 <br />�z <br />ONE <br />Co <br />o� <br />�0 <br />az <br />�} <br />a� <br />mw <br />FK <br />Z o <br />�3 <br />= r <br />Ln <br />o <br />Uj <br />i° <br />ch <br />d <br />zl¢ <br />0 <br />0 3 <br />0 <br />N Q <br />= <br />>.0 <br />LO <br />LO <br />rn <br />cu <br />< <br />cu <br />CM <br />j <br />`/le <br />CT <br />M <br />m <br />U <br />r <br />,'� j W <br />Q <br />cn M <br />I <br />O <br />O <br />� <br />LL N <br />N <br />L0 <br />CD _L0 <br />ai <br />M <br />3 <br />o <br />Z <br />m <br />Z <br />O m <br />E N <br />E <br />U <br />c <br />a <br />_°.I Q p <br />JOB <br />NO: 23-03656 <br />SCALE : AS NOTED <br />SHEET NO. <br />F 1 <br />