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3 <br />iY <br />d <br />v <br />x <br />c0 <br />r'M <br />0 <br />CV <br />r- <br />rn <br />rn <br />M <br />M <br />v7 <br />I <br />rn <br />x <br />m <br />O <br />it <br />v <br />x <br />CD <br />0 <br />J <br />M <br />M <br />LCS <br />I <br />CT <br />CD <br />-0 <br />v <br />i <br />rn <br />IU- <br />Cn <br />C7 <br />i <br />0. <br />♦— <br />N <br />E <br />0 <br />x <br />v <br />i <br />LZ <br />0 <br />0 <br />0 <br />U <br />U <br />2 <br />0 <br />U <br />J <br />tZ <br />rn <br />N <br />r <br />0 <br />0 <br />d <br />O <br />0 <br />m <br />0 <br />2" <br />1" <br />N <br />N <br />2" <br />iv <br />00 <br />CO <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 1" 2" OPENING VARIES 2" 2° <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />�r <br />N <br />0 <br />M _ <br />SIN <br />M <br />32' 11" 32" <br />1" 1" <br />1 8 <br />12' <br />1" <br />1" RADIUS <br />3 1/2" RADIUS <br />3/4" RADIUS 4 <br />1/2" RADIUSI 4" <br />22 . <br />1 1/2" RADIUS <br />2 1/2" RADIUS <br />CAP <br />1/2" RADIUS <br />1 -54 <br />VARIES <br />VARIESoil <br />VARIES <br />12 VARIES <br />BASE <br />cola �,N <br />rIN <br />T <br />L, _ <br />CO <br />CAP <br />iv <br />1" 1" <br />1 1 <br />1'-0" <br />1'-4" <br />1 1 <br />CO <br />iv <br />BASE <br />4" <br />34° 4" <br />c•il<t <br />r <br />Mla <br />,- 1 1.. <br />all <br />� � <br />I I I I <br />N <br />�� .-� <br />rIN 3" <br />T 3, 3" <br />4 4 <br />_ � <br />cuil M,�IV <br />VARIES 12 <br />,,, ,,, <br />z z <br />�"' <br />r <br />24' <br />4" <br />y <br />• <br />1 i <br />2 <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" 2" <br />EDGE <br />OPENING <br />2" <br />8" 2" <br />_ <br />I „ <br />6 <br />1'-6" <br />0 <br />N <br />1" <br />� <br />�� �� �� �� �� al <br />W <br />w <br />Cr <br />< <br />> <br />1-1/2" THICK <br />rn <br />w <br />> <br />1-1/2" THICK <br />N cc,IV <br />4" <br />2 <br />4 <br />_ <br />(V <br />10, <br />10" 6" <br />.6 _6 N <br />a <br />b 78 <br />s" <br />2" 2" N <br />rr <br />�M <br />"SIN <br />2" 4„ 3 <br />I <br />I <br />�4, <br />a <br />_ <br />00 IN <br />4" 1" <br />2' <br />W <br />1-1/2" THICK" <br />2'-4" <br />1'-10" <br />1 4 3" <br />12' <br />4" <br />- <br />(V <br />L H <br />22' <br />�rrj <br />5z" 11-5„ <br />5i., <br />4 <br />3„ <br />�A <br />cb''L <br />z 44' <br />VARIES <br />VARIES <br />4„ I f 16 <br />r--------- _ <br />I <br />00 <br />`o i '46 c° <br />12 I + <br />VARIES <br />VARIES <br />I <br />KEYSTONE F11 b <br />OPTIONAL <br />4" GARAGE DR. OPENING 4" <br />- <br />Cq <br />KEYSTONE F11 <br />OPTIONAL <br />3„ 3 <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 />6" 4" <br />Rg4r„ <br />VARIES <br />2" <br />00 <br />fV <br />1 " <br />00 0 <br />ih ih r <br />- <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 />101, 1'-4" 101, <br />14' 1'-64" 14 <br />o <br />04 <br /><V <br />12" <br />--rJ1 <br />54 <br />2'-1" <br />1 -12 54 <br />7 <br />Rs3, <br />cD <br />N <br />N <br />iv <br />FV� <br />1 <br />_ <br />M <br />12, <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />l <br />f <br />0 <br />c� <br />a <br />z N O <br />O O <br />z � O <br />z <br />Q <br />w n <br />cNi <br />_ <br />tW1 �- <br />T <br />(6 w o <br />0 <br />o Q <br />w � <br />N c o <br />o <br />� <br />U m <br />w m <br />o $ <br />z— I <br />0 <br />�m <br />N N <br />o a <br />o o N o w z <br />zLU <br />w M � Z g .a <br />W�z °z w <br />W <br />110Z <br />Y E N O <br />� E m a? Q <br />Q rn 9 8 Ca <br />W a M c Q <br />I-- <br />❑ ❑ <br />rn <br />0 <br />N <br />M <br />1�- <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained 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 />ASA <br />w <br />M <br />M <br />z <br />o <br />z <br />J <br />LL <br />C <br />Q G <br />O <br />E v <br />z o <br />wo <br />» <br />¢o <br />z0 <br />I— @ <br />Q=co <br />XO <br />00 <br />o <br />N <br />¢ ¢ <br />az <br />wo <br />¢p <br />O <br />dz <br />¢z <br />W <br />Y% L <br />rp <br />- <br />zz <br />oY <br />g <br />mO <br />O <br />Cl)F <br />10 �o <br />¢ w <br />�z <br />mum <br />�o <br />aE <br />�- <br />CZ) <br />z <br />�F <br />co <br />V <br />z¢ <br />a <br />c 0 <br />0 <br />\W <br />/ <br />00 <br />0. (1) <br />r <br />W m <br />1 <br />� <br />O <br />.a"v � <br />T <br />■T� J TO <br />r <br />.i C0 000 N <br />0')ci <br />T <br />.T CO M N <br />o <br />Z <br />O <br />m <br />m <br />E a N <br />FL <br />U J ¢ <br />-J <br />JOB <br />NO: 19-5335 <br />SCALE : AS NOTED <br />SHEET NO. <br />F1 <br />