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2" <br />1'r <br />2" <br />*NOTE: <br />VARIES <br />1' 1p <br />1' <br />CAP <br />CAP <br />iv <br />N <br />FOAM TO BE USED <br />1" RADIUS <br />ONLY WHEN <br />REQUIRED BY <br />SIN <br />1/2" RADIUS <br />3 1/2" RADIUS <br />'I< <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" <br />�--� <br />iv <br />3/4" RADIUS 4 <br />1'-54" <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1r 1rr <br />EDGE OF <br />1" 4" <br />VARIES <br />" �N <br />1■ <br />OPENING <br />VARIES <br />1'-4" <br />0 <br />22 r <br />VARIES <br />1r�rr <br />M <br />iv <br />1" <br />VARIES <br />-IN <br />1rr 1r' <br />1 rr 1 r-prr 1 rr <br />1 1/2" RADIUS <br />41„ <br />2" <br />2 1/2" RADIUS <br />3411 grr <br />4 <br />crnv <br />N <br />d� <br />CI - f1E <br />VARIES 12 <br />32' 11" 3" <br />1" 1" <br />1" <br />BASE <br />CD <br />49 <br />CD <br />iv <br />BASE <br />,- <br />SIN ]rr <br />,rr ,rr <br />2 z <br />• <br />MTv 1 rr 1 rr <br />prr prr <br />4 4 <br />1 r-8" <br />air <br />4 <br />I <br />I <br />C <br />12r <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />a <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2" <br />.I <br />1 rr <br />1 -4 <br />1" <br />DETAIL TO BE <br />2" 2" <br />BUILT W/ STUCCO. <br />2q <br />EDGE OF <br />OPENING <br />� <br />• <br />O <br />1-1/2" THICK <br />1-1/2" THICK <br />4" <br />101, <br />`~ <br />21rr <br />4 <br />� <br />10" L 6" ` <br />c <br />CO <br />K <br />3" <br />br <br />2 <br />N <br />2rr 4rr 3rr <br />Err <br />2rr 2rr iv <br />W <br />W <br />M <br />I <br />> <br />> <br />1-1/2" THICK, <br />rM <br />2 -4 <br />52 <br />1 5 52 <br />OO IN <br />u� <br />f43 <br />1 r�rr 3" <br />N <br />(� <br />ICJ <br />511r <br />4 <br />� <br />I <br />trr <br />12 <br />VARIES <br />VARIES <br />iN <br />I <br />• <br />VARIES <br />VARIES <br />4rr 8"- <br />rr <br />r--------- <br />I <br />� I - <br />^ <br />Q- <br />1 rr <br />6" 4" <br />(V <V <br />KEYSTONE F11 b <br />OPTIONAL <br />KEYSTONE F11 0D <br />OPTIONAL <br />`° <br />2 44 <br />� v Rg4'ry <br />3rr <br />prr <br />T <br />J2 �' <br />' 4" GARAGE <br />DR. OPENING 4" <br />3 4 <br />------------- 7— WINDOW OPENING 4" 3" <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 />14' 1'-63" 14' <br />12' <br />2 1r <br />1' 4" <br />2" <br />SMOOTH FINISH <br />•FOAM/ EPS MATERIAL IS ACCEPTED <br />53" <br />1'-12' 53" <br />T-8" <br />1 1 <br />prr <br />—f <br />iv <br />1 " <br />4" 1 T-0" 4" <br />101, 1'4" 101, <br />0 <br />N <br />00 <br />CT <br />i0 <br />N <br />1• <br />c <br />N <br />19 <br />1" <br />1 rr <br />o <br />iv <br />(V <br />o?9I <br />• <br />1 " <br />1470, <br />:- <br />11rr <br />2 <br />1 rr <br />N <br />�� <br />0 <br />1r_1rr 1rr <br />1rr <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />i <br />• POLYCOAT (HARD COAT) <br />Eli <br />El <br />I <br />Hsi <br />0 ACRYLIC SAND FINISH <br />I <br />O <br />O <br />N <br />CD <br />8 <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. 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 />to <br />Q <br />cepp <br />O N N 7k <br />O O O <br />V <br />CA J O N N N q* 0000 LL <br />M <br />O <br />:? CON <br />J �� LL W J O. <br />Z< <br />LL N LL <br />N y M W rn <br />LLI <br />-FL, z� 0 <br />m 0 o <br />Z <br />O 9 N O N <br />- <br />N Q MLL Z U� J <br />Z <br />V ❑❑❑ <br />W <br />pQ <br />z N (9 <br />z <br />z � <br />Q <br />M <br />d O <br />N <br />- <br />o <br />C <br />U <br />Q <br />0 <br />T <br />E <br />Jift <br />U M <br />w iA <br />r <br />E <br />— O 8 <br />ly <br />� <br />= y ai <br />U <br />0 <br />Q o <br />o <br />w <br />M <br />M <br />=� <br />w <br />Z <br />� <br />J <br />aE 0 <br />wj <br />oa <br />co fD <br />IOU <br />U <br />UO <br />� U <br />o� <br />Z <br />N <br />aQ <br />�� <br />wZ <br />oz <br />�� <br />a¢0LL <br />y <br />m0 <br />o <br />Z H <br />>Z <br />Z <br />U:) J <br />wU� <br />EN <br />u'i <br />� � <br />osd <br />Z 0 <br />a <br />W <br />01 <br />�`T <br />oz <br />� <br />o <br />w <br />a° <br />� <br />ila <br />ov 3 <br />.0M <br />� <br />L <br />� <br />rn <br />m <br />Al <br />W <br />m <br />0 <br />\ <br />O <br />�1 <br />> <br />0 <br />A in <br />^�1 <br />= <br />� <br />O <br />CV <br />r <br />(00 <br />T <br />N <br />M <br />M <br />0 <br />Z <br />z <br />E O <br />N <br />d <br />U J <br />Q <br />J <br />JOB <br />NO: <br />20-2743 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />