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Ix <br />r.. <br />VARIES CAP = CAP <br />2" <br />2" iv <br />"NOTE: <br />iv FOAM TO BE USED 1" RADIUS I M <br />ONLY WHEN 1/2" RADIUS �Ia <br />REQUIRED BY 3 1/2" RADIUS M <br />COMMUNITY nN 1'-5 "< <br />00 SPECS. IF NOT, ei 3/4" RADIUS <br />(D DETAIL TO BE 1" 2" OPENING VARIES 2" 2" <br />n M <br />BUILT W/ STUCCO. <br />1/2" RADIUS 1" 1" <br />N EDGE OF 1" 4" VARIES Av eIN <br />1' OPENING VARIES V-4" <br />_ <br />0 2" VARIES <br />12' VARIES <br />(V v1" 1�_On 1" <br />1 1/2" RADIUS <br />4' 34 r 2 1/2" RADIUS <br />in <br />io <br />r�< 71 to <br />e VARIES 1#" 3j 11" 3 N <br />`. 3" u 2" 1" 1" 14 BASE • BASE <br />4"., <br />1-8" <br />a I • 1 -0" 4" <br />^N <br />•NOTE: VARIES <br />8" 2" <br />FOAM TO BE USED <br />3„ ONLY WHEN a <br />REQUIRED BY `v T = <br />co <br />COMMUNITY 1" <br />SPECS. IF NOT, 1" 1'-4" <br />1" OPENING VARIES 2' dr• <br />DETAIL TO BE <br />BUILT W/ STUCCO. IEEDGE OF 6„ <br />OPENING <br />_ <br />1-1/2" THICK 1-1/2" THICK <br />4„ 101,iv _...._ --- --- ---- <br />I 10.. 6" ---- <br />21" N <br />d e <br />f <br />6" <br />J.,2„ 4" 3„ 2�� iV w w = <br />� N 2" <br />1-1/2" THICK -- <br />r <br />2'-4" <br />e � <br />1-5' 51" <br />54„ 1 3„ ZD <br />00 -IN e <br />N <br />f� <br />O <br />1„ 1" VARIES VARIES <br />2" ::fNI H <br />__ — • VARIES VARIES <br />r4l" 8" Ir <br />-- <br />_______ 6" 4" KEYSTONE F11 0 = KEYSTONE F11 r <br />- <br />r OPTIONAL OPTIONAL <br />I Q N N <br />to <br />= _ LT' 00 io i 6 io Rq„ LT'" <br />4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4"" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />VARIES LOOK & SMOOTH FINISH <br />1 • • • i <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & 1 a 1'1-4"SMOOTH FINISH 146 ° 1'- " 1 <br />5j" 1'-11 5 " <br />2" <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />T-8" 7 iv <br />4" T-0" 4" --- <br />1 " 10" 1 � 101, <br />o <br />totDa 1 <br />co A <br />N <br />N — -- <br />SIe <br />1 ^ Rr0-• � 1 �.. <br />N� - <br />1'-1" GENERAL NOTES: <br />o • 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />0 <br />0 <br />N <br />O <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 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 />i� <br />a <br />to LLLL <br />d <br />111 <br />Mg <br />W <br />��rn <br />m <br />�8E <br />Z <br />ILW <br />o <br />� <br />z <br />° < <br />-j <br />❑D O <br />W <br />'n <br />Z <br />U)cc <br />GAJ <br />— Sri <br />Ui <br />— <br />�0 <br />,,, <br />U <br />a 5? <br />g <br />Q <br />N <br />zN <br />J <br />° g <br />' 0 s• <br />Q <br />Z <br />E o <br />Fcc@ <br />— <br />o~ <br />0 <br />° <br />0o <br />O <br />01 <br />N ` <br />g <br />o <br />Y <br />�s <br />Z <br />8� <br />o <br />0 <br />.N <br />= <br />�Lo <br />l <br />m <br />^' <br />W <br />� <br />C9 <br />\ <br />.= <br />0) <br />m <br />.� <br />N <br />T <br />N <br />= � <br />J O <br />� C14 <br />r <br />E <br />M <br />T <br />(V <br />o <br />2 <br />c <br />E Q <br />to <br />< <br />c <br />o. <br />U J <br />C, <br />J <br />JOB <br />NO: <br />20-6578 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />