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2" <br />1" <br />2" <br />*NOTE: <br />VARIES <br />1'-10" <br />12' <br />1" RADIUS <br />Cl) <br />N <br />FOAM TO BE USED <br />ONLY WHEN <br />- <br />3 1/2" RADIUS <br />1/2" RADIUS <br />`I <br />REQUIRED BY <br />COMMUNITY <br />N <br />3/4" RADIUS <br />4 <br />1'-54' <br />cqa 7 <br />CV <br />00 _ <br />SPECS. IF NOT, <br />DETAIL TO BE <br />1" 2" OPENING VARIES 2" <br />N <br />N <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" <br />, 4" <br />VARIESI [ <br />_ IN <br />""t <br />1• <br />EDGE OF <br />OPENING <br />I <br />VARIES <br />Chi <br />ih - <br />N <br />21" <br />VARIES <br />4 <br />34" 4, <br />4 4z <br />� <br />2 <br />1 1/2" RADIUS <br />1 t„ <br />2 VARIES <br />I <br />TN <br />mt V <br />_ <br />=�� ^pp <br />c <br />� <br />VARIES 12" <br />c <br />IN <br />M <br />" 11" 32 <br />32' <br />2 1/2" RADIUS <br />r <br />r <br />_ 3" <br />SIN <br />J34ln4 <br />t1- 1„ <br />2 2 <br />1„ 1„ <br />1 <br />MTt 1 n 1 n <br />4.. <br />1'_8�' <br />BASE <br />I <br />• <br />• <br />8" 2" <br />1 0 <br />1 <br />1 <br />y <br />*NOTE: <br />VARIES <br />N <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" OPENING VARIES 2 <br />DETAIL TO BE 2" 2" <br />�'N <br />1'-6" <br />1" <br />� <br />CO <br />12' <br />CO <br />BUILT W/ STUCCO. <br />EDGE OF <br />„ <br />OPENING <br />• <br />' <br />2a" <br />• <br />O <br />4" <br />10" <br />(V <br />21" <br />4 <br />10" s" <br />� iV <br />1-1/2" THICK <br />1-1/2" THICK <br />"I V <br />IN <br />`t <br />3 <br />4 <br />6 <br />t, <br />2 <br />N <br />2" 4„�'�T� <br />2" 2„ iv <br />w <br />w <br />Q <br />> <br />Q <br />> <br />TM <br />1-1/2" THICK <br />_ =1a <br />2'-4" <br />1'-101, <br />521" 52 <br />1 5 <br />(241' <br />14 3 <br />�y <br />- <br />4 <br />'IN <br />00 <br />4" <br />12° <br />0 <br />M <br />2" <br />w <br />22' <br />VARIES <br />VARIES <br />I <br />1 <br />4" 8" <br />32, <br />Q4i <br />VARIES <br />VARIES <br />r--------- <br />I <br />N I CV <br />00 <br />R to <br />6- <br />W <br />�'� �`L <br />Q^ <br />1 41 <br />z a <br />y `� —� <br />I I <br />�O N N <br />R4j,, � <br />KEYSTONE F11 <br />OPTIONAL <br />0 <br />r <br />- <br />rn <br />KEYSTONE F11 <br />OPTIONAL <br />C07 <br />�2j <br />�� <br />2 <br />4" GARAGE DR. OPENING <br />4" <br />3 <br />3 a 4" <br />3" <br />WINDOW OPENING 4"' <br />VARIES <br />' <br />• <br />: <br />• <br />: <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />NOTE: <br />LOOK & SMOOTH FINISH <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />11" 1'-63" 11" <br />a a a <br />1 1" <br />2 <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />e FOAM/ EPS MATERIAL IS ACCEPTED <br />T-8" <br />1'-4" <br />1 <br />4" T-0" 4" <br />10" 1'-4" 10" <br />f2" <br />_ <br />2'-1" <br />N <br />io <br />00 <br />CNN <br />54„ <br />1,12, 54" <br />N <br />N <br />�„ <br />0 <br />� <br />(V <br />Ti <br />CV <br />�o <br />M M r <br />4 <br />1 <br />R�0 <br />1" <br />• <br />N� <br />O <br />GENERAL NOTES: <br />• <br />1.5 LBS DENSITY STYROFOAM <br />_ <br />� <br />• <br />POLYCOAT (HARD COAT) <br />I <br />6 <br />ACRYLIC SAND FINISH <br />CD <br />zM <br />0 <br />Z <br />Q <br />O <br />Z <br />O <br />t,/) U <br />Q) C <br />4_j LU <br />1.1.6 <br />O 0' <br />~ <br />0 <br />C/i <br />o <br />U <br />W <br />(D M <br />c f6 M <br />E <br />U <br />Rio <br />N M M <br />O _O NO <br />(D <br />Uaa)) <br />L.L Co <br />7 <br />Y <br />o-o <br />r 0 O "T_ <br /><Co) <br />rnao <br />A' <br />D® <br />N C B DC <br />IfB <br />ti <br />C <br />N <br />_N <br />CO N <br />. w o � Q rn p <br />-ow <br />�A <br />0 0000 <br />- <br />tA Z W <br />F ,•�•��_ C O <br />J Z <br />l.L J <br />LJ <br />/may <br />ii 7 tL N <br />Wa�"�c <br />� <br />a� <br />QW VQZ. E <br />� z <br />H�,W� <br />Lwow <br />o <br />mm <br />LL�o^o <br />NE <br />�o <br />W N Q 0, <br />V O <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />Z 0 <br />O a) r-, <br />HI r <br />>U-)roO <br />M <br />QU-)'f0Ln <br />°- CA •� <br />Qa) i° Ln <br />CL M <br />U Q00 <br />Q <br />E ... <br />fu <br />Z <br />Uj C:) F- <br />_j C:) <br />W9.0 <br />d' <br />W <br />oZ <br />za <br />�a <br />w 0 Vz0 <br />Z 0 W 2 <br />�z,Zz <br />J <br />LLJ <br />a0u� <br />J <br />T <br />ouju_o <br />U � <br />L <br />W <br />Q <br />O <br />z zO <br />C <br />O <br />zz <br />un3 <br />o <br />O <br />z <br />� <br />(> <br />_ <br />(� <br />LU <br />LLLI <br />o� <br />O <br />X <br />XOV <br />W <br />Lu <br />V ama <br />N <br />aoa <br />Z <br />Lu Q ¢ <br />a <br />s�g <br />Z <br />Z <br />c a <br />w <br />0 <br />W <br />J <br />L0 <br />rl <br />Q <br />LLI <br />U Q U_ <br />8 z <br />U <br />s <br />z <br />°d�z <br />�z <br />U-) <br />Qz <br />az <br />O <br />J <br />= <br />Lu <br />rl <br />T <br />d <br />g <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />F1 <br />