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3 <br />_ <br />0 <br />N <br />N <br />CO <br />_ <br />Q <br />LO <br />r\ <br />LO <br />o: <br />v <br />x <br />0 <br />N <br />N <br />1 <br />00 <br />it <br />a <br />v <br />v <br />s <br />v <br />a <br />N <br />S <br />r7— <br />is <br />O <br />C <br />J <br />0 <br />0 <br />U <br />y <br />i <br />U <br />N <br />e <br />Go <br />2 <br />1 <br />iv <br />N <br />N <br />� � <br />1" <br />VARIES <br />"NOTE: <br />FOAM TO BE USED <br />ONLY WHEN ^ <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 12� <br />TO BE 2OPENING VARIES 2" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />^ <br />iv3/4" <br />1" <br />CAP <br />1" RADIUS <br />1/2" RADIUS <br />3 1/2" RADIUS <br />V- " <br />RADIUS a aDETAIL <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />r <br />rla <br />,,� <br />CAP <br />N <br />1" 1" <br />1'-0" <br />V-4„ <br />= <br />N <br />2x <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />Acv <br />T <br />1" 1" 1rr <br />1„ 1,_0„ 1x <br />4" <br />3 ' 4 <br />Mlv <br />_ <br />� <br />riv 1x 1x <br />r <br />� <br />�j'- 4 �' <br />N <br />� 00 <br />^N 3r,„ <br />T $x �x <br />4 <br />2" <br />� <br />- <br />Ak o71v CO <br />VARIES 12' <br />Zx <br />I" 11"I j 3 " <br />1" 1" <br />1,-Orr <br />O <br />1" <br />2 1/2" RADIUS <br />BASE <br />N <br />BASE <br />4" <br />Fir <br />ACV <br />11x <br />'NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1° <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />2^ 2" <br />EDGE OF <br />OPENING <br />2'" <br />= <br />�N <br />_U <br />6" <br />1" 1'-4" <br />T <br />1" <br />io <br />- <br />Bret <br />' <br />1-1/2" THICK <br />1-1/2" THICK <br />_ <br />0 <br />r <br />tN <br />4" <br />10" <br />2j" <br />z <br />z <br />Y <br />a) <br />- <br />10" _ <br />N <br />iN is <br />M <br />2„ <br />CV <br />2- 4" 3r, <br />2rr 2- N <br />^M <br />2jx <br />1-1/2" THICK <br />�LN <br />C 7 <br />a <br />1'-10" <br />14.1 <br />=v <br />Clx <br />J�� <br />��2r4x <br />,r <br />1,-5„ <br />= <br />00 <br />f43 <br />1,4„ 3rr <br />N <br />- <br />54, <br />�x <br />12 <br />4 <br />VARIES <br />VARIES <br />U, <br />w <br />1 <br />22' <br />• <br />VARIES <br />VARIES <br />r4l" Sr, <br />1„ <br />� <br />_ <br />_ -------- <br />i•� ; <br />I <br />00 _ j <br />ZD <br />^ <br />,� 4 <br />T - 1- 1 <br />_ <br />N CV <br />ZD v R44'ry <br />z <br />M <br />KEYSTONE F11 0 <br />OPTIONAL '- <br />' 4" GARAGE DR. OPENING <br />= KEYSTONE F11 00_ <br />rn OPTIONAL <br />3„ 4r, <br />4" 4" WINDOW OPENING 4"" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />VARIES <br />f2" <br />tO <br />00 <br />1" <br />_ <br />� <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />FINISH <br />• FOAM/AM/ EPS MATERIAL IS ACCEPTED <br />T-8° <br />4" T-0" 4" <br />10 " 1'-4" 101, <br />a11 1'-64" tar, <br />1SMOOTH <br />_ <br />CO o <br />N <br />12x <br />534', <br />-12' 54' <br />b1 <br />1 �" <br />- <br />-- <br />N <br />0 <br />x <br />ZD <br />N <br />tV <br />OP O 11 <br />MM� <br />• <br />2 <br /><V� <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />0 ACRYLIC SAND FINISH <br />zo <br />— o <br />z <br />z <br />Q <br />a <br />z <br />C <br />C/) (9 <br />w <br />O LU <br />E <br />E <br />�f U <br />Eo <br />— U <br />1," th <br />La Cl) <br />O O N <br />t; <br />do�v <br />�o <br />< CA <br />Q O <br />Aj- <br />'�v <br />f0 <br />m crNnnZ <br />C'r! <br />C J <br />LL <br />W �as.� <br />��� � z <br />0 <br />mS51 0 <br />m m o7 <br />BNB J� <br />o <br />LL <br />W Qy� <br />N ¢ Ci V OF <br />d <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 />O <br />Z fV <br />0 <br />�>-IU-)MO <br />M <br />Q � M Ln <br />zL <br />Ln <br />Q LL <br />CL �1 <br />CC U fl. <br />Q 00 <br />z E <br />W <br />J 0 <br />w� <br />f� <br />c�Zoo <br />OCaU <br />ZdLLJ <br />!�w <br />LU <br />u <br />L <br />Q <br />f z <br />CR <br />L <br />0 <br />fV <br />O <br />LU <br />= <br />LU <br />F-- <br />Lu� <br />8 <br />US <br />�- <br />X <br />ffiw <br />a� <br />z <br />,--I <br />u g <br />LU <br />JLLI <br />Sri <br />� <br />I j.j <br />Q 05 <br />Z V <br />Q <br />LUH <br />N <br />O <br />Q <br />Z <br />Z <br />tu <br />g&Z <br />m <br />o <br />ZLU <br />g <br />N <br />� <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION NO. 5nO <br />SHEET NO. <br />F1 <br />1.- <br />