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2 <br />1 <br />ii <br />2" <br />iv <br />8 <br />1- <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 OPENING VARIES 2" �2"� <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />r _ <br />N <br />1z" <br />CAP <br />- <br />1" RADIUS-,-`'' <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS a 1'-54' MIS <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />= <br />M� <br />- - <br />MIS <br />CAP <br />iv <br />�D <br />1" 1" <br />1" 1" <br />1 <br />0 <br />`' <br />iv <br />22, <br />12' <br />VARIES <br />VARIES <br />SIN <br />1 1 <br />1 1/2" RADIUS <br />4" <br />34 a <br />1"177 <br />cMly <br />_ <br />1" 1" <br />3 <br />.�- 4 � 2 <br />N <br />zO <br />�� <br />3 <br />4, <br />� <br />� <br />VARIES 12 <br />1�� 1„ <br />2 2 <br />SIN <br />M <br />32' 11" 32" <br />1 �� 1„ <br />1,-8 <br />1" <br />2 1/2" RADIUS <br />BASE <br />Pn r <br />CO <br />• <br />iv <br />BASE <br />4 <br />I <br />1' 0" �---�• <br />4N <br />4" <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 <br />OPENING <br />2" <br />�N <br />I 6 <br />1" 1'-4 <br />1" <br />2a' <br />' <br />- <br />O <br />CV <br />1-1/2" THICK <br />1-1/2" THICK <br />�M <br />2�" <br />a <br />c� <br />� N <br />-IN M <br />3 <br />4 <br />1 <br />2 <br />iN <br />2" 4 3, <br />6 <br />2" 2 N <br />w <br />w <br />1-1/2" THICK <br />31" <br />2," <br />a <br />;- <br />M <br />2'-4" <br />4" <br />•�'� <br />52„ 1 � 5" 52" <br />'IN <br />00 <br />� <br />a" 1" <br />51„ <br />a <br />1 4 3" <br />i2" <br />VARIES <br />VARIES <br />2" <br />w <br />� <br />- <br />TM <br />r <br />N I <br />22 -� <br />VARIES <br />VARIES <br />4„ 8" <br />r--------- <br />it i N <br />I <br />00 _ <br />co <br />i R6 <br />2 <br />EM <br />32 <br />3,. <br />Q1 �Q <br />Q^ <br />1 1 <br />2 44 <br />T <br />- - <br />KEYSTONE F11 b <br />OPTIONAL <br />4" GARAGE DR. OPENING 4" <br />T <br />00 <br />KEYSTONE F11 t` <br />OPTIONAL <br />3" <br />3„ <br />3 4 ' 4" WINDOW OPENING 4" 4" <br />O E, <br />•NSTALL OVER STONE TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />EM <br />6" 4" <br />- <br />R44r„ <br />2 <br />VARI <br />f2" <br />00 <br />1 " <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-" <br />4" 3'-00" 4" <br />10„ „ 1,-4„ 10 <br />1 3 1 <br />14" 1'-64' 14' <br />o <br />co <br />(V <br />1 <br />12" <br />54" <br />2'_1" <br />1'-12' 54" <br />i� <br />iv <br />N <br />o <br />N <br />N <br />00 0 <br />M M r <br />• <br />1" <br />d <br />12, <br />N� <br />O <br />GENERAL NOTES: <br />M <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />O <br />N <br />0 <br />N <br />0 <br />O <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />om <br />,0) <br />'08 <br />N it <br />V <br />0 <br />c) (N ti N <br />J <br />NN LL <br />N <br />N <br />J <br />LL N <br />�ym� <br />LL J a <br />LL <br />vi <br />a <br />ii <br />w <br />aa� <br />Z <br />3 <br />IO <br />��� <br />Z <br />O <br />m0 <br />IIIIIIIII11M W <br />W <br />m or- <br />i Emrn <br />< <br />o <br />1LR;-2.'0m <br />Z <br />V= N o <br />Q M z <br />O (0N <br />U 0 J <br />Z <br />od <br />❑❑❑ <br />W <br />M <br />z N O <br />— 00 <br />z o <br />d N <br />04 <br />v� <br />z � <br />O <br />0 �y <br />U <br />cn Y <br />W O <br />o Q <br />OW <br />N <br />� <br />C�- E <br />o <br />� <br />U in <br />W <br />�— m E <br />O H <br />S <br />o <br />° <br />���U <br />c U) d <br />®Q <br />¢ 0 <br />�m <br />o <br />co <br />w <br />M <br />Cl) <br />o <br />Z <br />Z¢ <br />Q oCU <br />o <br />oa <br />H ro <br />— E <br />O <br />X <br />aF <br />0 o <br />OU <br />o, <br />N 10 <br />z <br />�o <br />a Z <br />�� <br />r6 <br />U) <br />z <br />0 U <br />y <br />m0 <br />01 <br />Z <br />J <br />m <br />a ° <br />Q W <br />z <br />W <br />ao <br />of <br />ao <br />�- <br />o <br />tiLL <br />w¢ <br />�3 <br />co <br />d' <br />°za <br />° <br />)3 <br />.0 <br />> <br />ai <br />� <br />^Ly <br />W <br />� <br />.> <br />N <br />T- <br />O.—\ <br />C <br />L <br />(V'/) <br />r <br />— <br />■� <br />N <br />J <br />^ <br />ai <br />E <br />E T <br />N <br />Z <br />z <br />E O <br />Cn <br />CU <br />a. <br />E <br />U 0 <br />io <br />JOB <br />NO: <br />20-3566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />