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2' <br />1" <br />2" <br />*NOTE: <br />VARIES <br />1'-10" <br />12' <br />CAP <br />CAP <br />iv <br />iv <br />FOAM TO BE USED <br />1" RADIUS <br />M <br />ONLY WHEN <br />REQUIRED BY <br />°IN <br />112" RADIUS <br />3 1/2" RADIUS <br />"IV <br />(o <br /><`I <br />00 <br />`D <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" <br />F <br />iv <br />4 <br />3/4" RADIUS <br />1'-54" <br />�' <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />EDGE OF <br />it,-4" <br />VARIES <br />MIV fIN <br />1'-0" <br />1" <br />OPENING <br />VARIES <br />1'-4" <br />0 <br />21„ <br />2 12 <br />VARIES <br />Cv <br />VARIES <br />= <br />rr <br />1„ <br />1 1/2" RADIUS <br />4" <br />all <br />3a a <br />1n <br />4" 42 <br />c7c <br />- - - <br />2 1/2" RADIUS <br />c> <br />Mld' <br />= <br />rl� <br />_ - <br />r 00 <br />(I"j MIC <br />� <br />VARIES 1z" <br />-IN <br />C'7 <br />32, 32" <br />1" <br />- <br />CO <br />N <br />r <br />3" <br />'- <br />,,, ,,, <br />2 <br />1° i:-T <br />BASE <br />BASE <br />3,, 3,, <br />4 <br />Z9 <br />I <br />12° <br />*NOTE: <br />VARIES <br />8" 2 <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />1' 6„ <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />OPENING VARIES <br />2„ 2„ <br />2 <br />_ <br />�N <br />1" 1'-4" <br />1" <br />r� <br />r� <br />BUILT W/ STUCCO. <br />2a' <br />EDGE OF <br />OPENING <br />C „ <br />6 <br />0 <br />1-1/2" THICK <br />1-1/2" THICK <br />, <br />N <br />rM <br />21„ <br />4 <br />_ <br />10" 6" <br />N <br />=1d <br />r <br />`i <br />may- <br />-IN rld' <br />m <br />3„ <br />4 <br />2 <br />N <br />2„ 4„ 3„ <br />6„ <br />2„ 2„ N <br />IZ <br />fn <br />IY <br />rM <br />3 <br />-o <br />1-1/2" THICK <br />32" <br />a=i <br />24' <br />_ <br />-1� <br />2'-4" <br />52- <br />l <br />-N <br />1,„ 3„ <br />z'' <br />- <br />rM <br />1„ <br />54 <br />N <br />4" 1 <br />12' <br />Q <br />VARIES <br />VARIES <br />00 <br />/ <br />2DN:1 <br />w <br />22„ <br />Q <br />> <br />M <br />OPIUM <br />rn <br />VARIES <br />VARIES <br />� <br />8„ <br />r4l" <br />x <br />oOPTIONAL <br />J <br />I <br />00CD <br />�ti <br />6" 4" <br />KEYSTONE F11 0 <br />KEYSTONE F11 00 <br />OPTIONAL <br />M <br />i <br />2 44 <br />R4gY" <br />3„ 3 <br />13" <br />`�`I <br />2 <br />4" GARAGE <br />DR. OPENING <br />3„ <br />4 4" WINDOW OPENING 4" a <br />4" <br />" <br />2 <br />NOTE: <br />INSTALL OVER STONE, TYP. <br />= <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />ro <br />' <br />• <br />• <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />tR <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />14' 4" 14' <br />12' <br />2 -1 <br />1 4 <br />2" <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />66 <br />53" <br />1'-12" 54" <br />i3'-8" <br />4„ T-0" 4" <br />T' <br />c i <br />iv <br />1 „ <br />10" 1, 4„ 10„ <br />r b <br />E <br />= <br />0 <br />00 <br />N <br />- <br />c <br />CV <br />_ <br />co <br />-- <br />1„ <br />o <br />0 <br />CV <br />U <br />U <br />m <br />- - <br />C? <br />• <br />rL <br />fM C7 i— <br />12, <br />C14 <br />1 <br />GENERAL NOTES: <br />1.5 LBS DENSITY STYROFOAM <br />w <br />0 ACRYLIC SAND FINISH <br />H <br />0 <br />fM <br />l <br />— <br />a <br />Cz <br />Ch <br />w <br />X <br />_ p <br />O � <br />o 0 <br />m " <br />U <br />N CO <br />F — E <br />LuL6 - M <br />— 1 <br />O o 0 <br />�oo <br />CL <br />Y <br />< <br />U.)O V <br />CL <br />Q O <br />H nC <br />® <br />csQ <br />N <br />O M <br />Wiz <br />a�'a <br />Z p <br />a <br />z <br />LIT Z <br />J <br />W <br />O- <br />W <br />LW <br />QgCDM <br />Cr <br />tZt�� <br />m <br />LLVU)' w co 04 0 <br />g o rn $wQ <br />W Qcvy <br />m m <br />¢ Im <br />0 <br />N M <br />O V <br />J <br />O <br />U F-- <br />❑ <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only forthe structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />A <br />0 <br />z cV <br />O r� <br />to <br />c)G <br />H (� M <br />M <br />¢U-) foU17 <br />a cn •� d- <br />CL <br />z <br />� U "I '-I <br />CL 00 <br />z § E <br />z <br />W� <br />-jo <br />d' <br />O Z <br />�o <br />Zga <br />¢g <br />IQ <br />W 6 K <br />Uz80 <br />zww� <br />O w Z <br />'yc Oa' f W <br />>-aOu� <br />U <br />1 1 � <br />L <br />W <br />Oz <br />ZO <br />Z <br />>, <br />T� <br />Er <br />o <br />0 <br />�a <br />U <br />Er <br />Li <br />W <br />f— <br />o� <br />�°o <br />0 <br />\< <br />gY� <br />LLJ <br />°-- u2 <br />N <br />oao¢ <br />N <br />WIZ¢ <br />Q <br />8 <br />z <br />Sao <br />W <br />L0 <br />LLJ <br />Q W � <br />J <br />rl <br />Ulf <br />`z a <br />M <br />z <br />�~~ <br />W z <br />� <br />NM <br />Z <br />t <br />�Z <br />z <br />Q <br />LIJ <br />J O <br />w <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />F1 <br />