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0 <br />r— <br />N <br />00 <br />Q <br />0 <br />J <br />ao <br />s <br />a <br />N <br />E <br />OE <br />i <br />v <br />c <br />acs <br />i <br />[E <br />12 <br />00 <br />N <br />tL) <br />M <br />2" <br />1„ <br />2" <br />"NOTE: <br />VARIES <br />1'-10" <br />1" <br />CAP <br />T <br />CAP <br />N <br />N <br />FOAM TO BE USED <br />1" RADIUS <br />M <br />_ <br />ONLY WHEN <br />REQUIRED BY <br />^ <br />L <br />1/2" RADIUS <br />31/2" RADIUS <br />�< <br />t� <br />iv <br />co <br />°0 <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" <br />^n <br />N <br />3/4" RADIUS 4 <br />1'-5 " <br />rM< <br />r>a <br />1" 1" <br />L <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1' 1 <br />N <br />EDGE OF <br />1" 4" <br />VARIES <br />_ <br />""< rN <br />1'-0" <br />1" <br />OPENING <br />L <br />VARIES <br />0 <br />M L <br />N <br />2" <br />12 <br />VARIES _ <br />VARIES <br />IN <br />1" 1" <br />1 1/2" RADIUS <br />211 <br />2 1/2" RADIUS <br />cc <br />f'Ma <br />� �Iv <br />L <br />N L <br />�y <br />W <br />41 Ir— <br />r�v r31�, tD <br />VARIES <br />rLN <br />1" <br />in '- <br />(D <br />SIN 3"" <br />1" 1" <br />BASE <br />• <br />BASE <br />AN <br />r�iTv 1 , 1 <br />4° 4" <br />1 �-8e <br />O <br />�11 <br />4 <br />I <br />• <br />N I I <br />"NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />4 <br />` <br />L <br />i <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2" <br />d'N <br />6 <br />1" 1'-4" <br />1" <br />^� <br />` <br />DETAIL TO BE <br />2" 2" <br />is <br />BUILT W/ STUCCO. <br />_U <br />-124' <br />EDGE OF <br />MOPENING <br />, <br />T <br />• <br />• <br />L <br />0 <br />I <br />1-1/2" THICK <br />1-1/2" THICK <br />101,CV <br />— — -- — <br />2e <br />10" 6" _ <br />N <br />L <br />r <br />L L <br />L <br />L <br />L <br />- <br />IN 10 <br />M <br />e <br />N <br />2„ 4" <br />V <br />(n <br />LU <br />a <br />(n <br />LU- <br />a <br />1-1/2" THICK <br />21 <br />4 <br />L <br />- -- <br />- - <br />`la <br />,- <br />2'-4" <br />1'-10" <br />4" <br />"v <br />- -- - <br />--- --- - - - - <br />2- 1'-5" 51" <br />5�" <br />L <br />1 -4 3„ <br />NJ <br />L <br />tD <br />L <br />- <br />VARIES <br />VARIES <br />w <br />` <br />• <br />VARIES <br />VARIES <br />44"" <br />_________ <br />` r <br />N N <br />I <br />00 _ i <br />p.1 <br />^ <br />6" 4" <br />N N <br />KEYSTONE F11 o <br />OPTIONAL <br />L <br />L TONE F11 <br />OPTIONAL <br />CO 1 Rsh f D <br />#' 44" <br />`o v 104 �" `sf <br />a <br />,KEYS <br />3" <br />3 <br />z <br />' 4" GARAGE <br />DR. OPENING <br />4" WINDOW OPENING 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 />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />14 V-64" 1 " <br />1 <br />2' 1 <br />1 <br />2" <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />54" <br />1'-1k 5j" <br />T-8" <br />7e <br />L <br />N <br />4" T-O" 4" <br />10" V-4" 101, <br />00 <br />L <br />[ <br />N <br />1' <br />I'1 <br />N <br />- -- <br />-- <br />L <br />1 <br />WAN <br />N <br />-- - - <br />low <br />M M r <br />5r, <br />2 <br />N� <br />C� <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />`v <br />• POLYCOAT (HARD COAT) <br />I <br />I <br />6 ACRYLIC SAND FINISH <br />_"" <br />M <br />(D <br />z�z <br />Q <br />(D <br />a <br />z <br />C1 <br />to c9 <br />N <br />w <br />OLU <br />v / u <br />U <br />O <br />1, M <br />Lo92 <br />o <br />U <br />-� <br />Q 2b <br />I Ci <br />.�a ip p_tlQ� <br />N <br />i�i to LL..- o <br />J <br />UJ ti <br />ex. LU <br />V <br />M <br />LL_ <br />W N<Pj <br />od o <br />O O <br />U H <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 for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Z N <br />O cu <br />(/) M O <br />M <br />Q 'gyp Ln <br />a. cn•�� <br />HL�un <br />a .-. <br />oC U CL 000 <br />Q <br />E <br />Z <br />W <br />J <br />� <br />�ZQ/yj <br />Z 4 <br />�0 <br />Z <br />pV <br />2 � U <br />z <br />zz <br />J <br />Q <br />I_ <br />�J <br />V <br />LU <br />g8 <br />�_ <br />Z <br />f� <br />M <br />I-- <br />v <br />p <br />-v <br />i <br />Q= <br />O <br />U <br />=a <br />cc <br />w <br />Ou <br />fLQ� <br />dos <br />` <br />°, <br />� <br />uJ O <br />Z <br />J <br />JJ- <br />T� <br />e-1 <br />W <br />W <br />� <br />*k <br />�+ <br />N <br />Z <br />z <br />m <br />_— <br />Z <br />LU <br />i <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAMES <br />VERSION NO' 4mO <br />SHEET NO. <br />F1 <br />