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rn <br />3 <br />v <br />rn <br />K <br />C - <br />O� <br />O` <br />J <br />L0 <br />I <br />0 <br />23 <br />e <br />L <br />G <br />N <br />N <br />O <br />ca <br />I <br />N <br />v <br />;s <br />i <br />yCT <br />3 <br />a <br />N <br />O <br />0 <br />a <br />FC <br />E <br />`c <br />c <br />c <br />co <br />N <br />LZ <br />O <br />U <br />O <br />U <br />y <br />0 <br />i <br />00. <br />c <br />0 <br />J <br />N <br />I„= <br />N <br />N <br />rn <br />a; <br />in <br />0 <br />0 <br />0 <br />v <br />0 <br />Uj <br />m <br />0 <br />2' <br />2" <br />NOTE: <br />VARIES <br />1'-10" <br />12' <br />CAP <br />CAP <br />N <br />FOAM TO BE USED <br />__ <br />1" RADIUS <br />Cl) <br />ONLY WHEN <br />REQUIRED BY <br />^ <br />1/2" RADIUS <br />3 1/2" RADIUS <br />M <br />iv <br />00 - <br />CO <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" <br />+=1N <br />^ <br />N <br />3/4" RADIUS 4 <br />J� <br />1'-5i" <br />M� <br />1" 1" <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />`~ <br />EDGE OF <br />1" 4" <br />VARIES <br />1' <br />OPENING <br />cli <br />VARIES <br />0 <br />21, <br />12' <br />VARIES <br />VARIES <br />1 1/2" RADIUS <br />4 <br />34 4 <br />4„ 42 <br />L2" L <br />''I <br />2 1/2" RADIUS <br />io r <br />_ <br />io <br />�5v <br />�j,(j MIV CO <br />VARIES 12" <br />3211 " 32 <br />iD <br />�' <br />3" <br />N <br />2 z <br />BASE <br />BASE <br />MIS 1„ 1„ <br />T <br />4" 4„ <br />3„ <br />4 <br />N 1 <br />1 <br />12' <br />*NOTE: <br />VARIES <br />8" 2" <br />3 <br />FOAM TO BE USED <br />ONLY WHEN <br />�O <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />1" OPENING VARIES <br />2" <br />�N <br />1" 1'-4" <br />1" <br />DETAIL TO BE <br />2" 2" <br />BUILT W/ STUCCO. <br />24 <br />EDGE OF <br />OPENING <br />• <br />0 <br />1-1/2" THICK <br />1-1/2" THICK <br />10 <br />(Vlw <br />rm <br />21" <br />4 <br />� <br />10" L 6" L _ <br />_ <br />T <br />�y <br />b� r <br />IN r� <br />4" <br />2 <br />N <br />2" 4„ 3„ <br />611 <br />2" 2" iv <br />rY <br />(n <br />'ri <br />1-1/2" THICK <br />32' <br />24, <br />T <br />2'-4" <br />1'-101, <br />„ <br />�r <br />52' <br />1'-5" 52" <br />IN - <br />1'-4'� — 3„ <br />N <br />� <br />7, <br />co <br />rM <br />5a' <br />3„ <br />a 1" <br />12" <br />VARIES <br />VARIES <br />2' <br />E <br />w <br />2� <br />• <br />VARIES <br />VARIES <br />r4l" 8" <br />32 <br />�___ _____ <br />00 <br />!1 <br />6" 4" <br />CV FV <br />KEYSTONE F11 b <br />OPTIONAL <br />KEYSTONE F11 00 <br />OPTIONAL <br />- <br />3" <br />2 <br />`�'N <br />4" GARAGE <br />DR. OPENING 4" <br />3 a 4" WINDOW OPENING 4" 4" <br />2 <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />gig <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />1 B 1 <br />4 <br />1 <br />2'-1" <br />2 <br />•FOAM/EPS MATERIAL IS ACCEPTED <br />54" <br />1'-12' S4" <br />3'-8" <br />7" <br />N <br />1 " <br />4„ 3, 0„ 4„ <br />- <br />10„ V-4" 10„ <br />O <br />N <br />0041 <br />N <br />CO <br />111 1„ <br />o <br />- <br />iv <br />CV <br />o? <br />� co <br />1„ <br />2 <br />N <br />_ <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />O <br />N <br />O <br />CN <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />9 <br />Q <br />o <br />pp <br />C] U N N 4cC <br />o <br />a) N U7 tJi <br />7 u7 O) N J W <br />N <br />rn r` a LL a <br />LL <br />M <br />Z <br />0 0�- <br />Q) M W 1 <br />J LL' LL LL 4. R' <br />F 0. <br />0 <br />o M 0.O <br />W��O_jO' <br />a Qa <br />Z <br />00 <br />N Z d 0 U <br />M <br />0IL <br />Z <br />N J <br />Q U <br />00 E3013 <br />W <br />z N M <br />O 00 <br />Q O Q <br />,n <br />E3 <br />U) <br />N <br />N <br />M <br />0 <br />LL <br />g <br />O_ <br />N <br />w g <br />U <br />E <br />t 8Rig LLJ <br />m! <br />=1' <br />= <br />0 v <br />U U) <br />� � o <br />m <br />® ® <br />ti <br />co <br />w <br />M <br />J <br />z ¢ <br />� <br />Z <br />< <br />� <br />LL <br />E <br />wo <br />.0 <br />,Zo <br />Q <br />Q. <br />C 8 <br />o� <br />z <br />z® <br />oa <br />w <br />F- <br />�¢ <br />o< <br />N <br />wo <br />wz <br />WW <br />vim-. ro <br />ro <br />c <br />v <br /><O <br />9< <br />O i <br />U <br />Nm <br />m <br />o0 <br />Z <br />J <br />¢ ° <br /><<W <br />z z <br />v> <br />Z <br />a o <br />ONE <br />NW <br />o_ <br />U <br />22 . <br />wLL <br />�� <br />= 0 <br />-F <br />~ <br />o< <br />Jz <br />�F <br />0- <br />O <br />u <br />zIa <br />01 <br />0 3 <br />J <br />�N <br />m <br />W <br />M <br />.> <br />rr <br />co <br />`°CN <br />TT <br />V, <br />N <br />� <br />O <br />r <br />2 <br />U <br />CO <br />co <br />a , <br />M 0 <br />O <br />.�.1. <br />V <br />..I.I <br />= C'4 <br />T <br />M <br />i <br />N <br />r <br />CD <br />M <br />N <br />T <br />ce) <br />o <br />O <br />CU <br />E <br />p <br />� <br />JOB <br />NO: <br />20-6581 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />