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2" <br />1 „ <br />2" <br />(V <br />"NOTE: <br />FOAM TO BE USED <br />VARIES <br />1'-10" <br />12' <br />1" RADIUS <br />CAP <br />x <br />CAP <br />ONLY WHEN <br />REQUIRED BY <br />- <br />^ <br />1/2" <br />3 1/2" RADIUS <br />RADIUS <br />=la <br />t°' <br />COMMUNITY <br />'� <br />3/4" RADIUS--. a <br />1'-54" <br />_ Ma <br />- <br />ill <br />00 x <br />C° <br />SPECS. IF NOT, <br />1" 2" OPENING VARIES 2" � <br />N <br />;a <br />DETAIL TO BE <br />r `0 <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1 1 <br />iv <br />EDGE OF <br />1" 4" <br />VARIES <br />�• <br />OPENING <br />VARIES <br />1'-4° <br />0 <br />22„ <br />VARIES <br />N <br />2 <br />VARIES <br />1 1/2" RADIUS <br />4" <br />34, 4" <br />4 Ail, <br />� � <br />2„ <br />� <br />2 1/2" RADIUS <br />SIN <br />� <br />VARIES 1z' <br />,,, <br />Ch <br />3z" 11" 32„ <br />1" 1° <br />1" <br />BASE <br />CO <br />iv <br />BASE <br />SIN 3„ <br />,,, <br />2 2 <br />a <br />a <br />4„ <br />SIC I I <br />1U <br />"NOTE: <br />VARIES 6 <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />(D <br />� <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />1" OPENING VARIES <br />2 <br />: <br />�'N <br />1'-6" <br />1" 1'4" <br />1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />2a <br />EDGE OF <br />OPENING <br />. <br />0 <br />1-1/2" THICK <br />1-1/2" THICK <br />10 <br />CV <br />i <br />^M <br />24" <br />10" _ <br />04 <br />`Iv <br />b1 gib" <br />-- - - - - <br />I <br />a" <br />1„ <br />2 <br />2„ 4„ 3„ <br />N <br />2„ 2„ iv <br />W <br />> <br />w <br />r N <br />co <br />> <br />- - <br />x <br />1-1/2" THICK <br />�. <br />31" <br />a <br />2a" <br />� <br />_ <br />'la <br />r-IN <br />M <br />I <br />2'-4" <br />-- -- <br />52„ <br />1,-5" 51" <br />N <br />o <br />T <br />�+ <br />54„ <br />V-4„ 3„ <br />I I I I <br />N <br />- - - <br />00 <br />N <br />I <br />4, 1„ <br />1g <br />VARIES <br />VARIES <br />b <br />1„ <br />2 <br />T77 <br />N <br />_ <br />W <br />� � <br />22" <br />Q <br />M <br />- - - - <br />VARIES <br />VARIES <br />-- <br />- <br />• <br />4" 8„ <br />2 <br />P <br />CN <br />CV <br />O <br />a <br />r _ <br />(V � (V <br />00 <br />3„ <br />�a <br />Q.� � .�. <br />�41 <br />^ <br />6' 4" <br />(V <V <br />KEYSTONE F11 o <br />OPTIONAL <br />x KEYSTONE F11 00 <br />OPTIONAL <br />rn <br />cn i RiS'' <br />11 <br />2 4a' <br />CD R¢41" 'v <br />L3-a <br />N <br />" <br />2 <br />4" GARAGE <br />DR. OPENING <br />4" ' 4" WINDOW OPENING 4" 4" <br />i <br />h=-h <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />c <br />VARI <br />• FIN. TO HAVE TRADITIONAL <br />rM <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />14' 1'-64 14 <br />12' <br />2 1 <br />1'-4" <br />� <br />2" <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />54„ <br />1,_12" 54„ <br />`0 <br />0 <br />T-8" <br />7 <br />CV <br />E <br />1 " <br />101, 1,_4„ 101, <br />c� <br />S <br />00 <br />N <br />p. <br />----- ----- - ---- ---- <br />(V <br />Eo <br />- <br />-"i <br />yLZ <br />o <br />- <br />1„ <br />i <br />_-_ _C11- <br />U <br />d <br />M M r <br />2 <br />00 <br />N <br />� <br />CV <br />1„ <br />M � <br />1'-1° r' <br />GENERAL NOTES: <br />- <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />CD u, <br />Z o <br />Z CO <br />Q <br />a <br />U) z <br />C <br />V) 0 <br />Q w <br />� p <br />w <br />O <br />► <br />�M <br />o0 <br />~ <br />U <br />mr- <br />L.U <br />0 <br />I.dM <br />C (O M <br />�° C N <br />O <br />2 N <br />U <br />_ <br />L IL co <br />o f0 <br />o <br />Q rn <br />rn Q o <br />BID. <br />Ns� <br />co <br />CEV <br />N <br />N <br />N_ <br />z two N O M <br />Z <br />O <br />I.l <br />/�y <br />ii to lL N <br />W ; =LL € <br />w <br />a <br />W♦� <br />�/ a n <br />z <br />Z 0 _,o <br />C)o <br />f� Hama -2 <br />LLZV o r <br />aN <br />m m <br />J o <br />W <br />of <br />o <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 />O <br />Z <br />O a� <br />O <br />� 47MO <br />I M <br />Q U) <br />a N <br />zcl� <br />Q ( LL Ln <br />j a <br />00 <br />Q � <br />LULU <br />Z <br />C:) <br />Za <br />aQ <br />fF <br />wi-& <br />UZO0 <br />E .. - U <br />Z w w Ct: <br />J <br />�nfw <br />OW LL N <br />W <br />O <br />L <br />C) <br />g <br />Z O <br />f z <br />L <br />V,3 <br />C <br />N <br />� <br />Z <br />TI <br />� <br />O <br />O <br />U <br />= <br />Lu <br />Quo <br />Ne <br />O <br />LLJ <br />us�a <br />r4 <br />z<o J <br />1 ` <br />t7aQ�i <br />LU <br />Lf) <br />,_I <br />TT' <br />We <br />CW <br />t <br />' <br />G <br />o <br />N O Z U <br />S Q H <br />Q Z <br />V , <br />w <br />M <br />o <br />g <br />'LrW' <br />... <br />� <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4mO <br />SHEET NO. <br />F1 <br />