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2" <br />1" <br />2" <br />iv <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />VARIES <br />^ <br />1'-10" <br />ill, <br />1" RADIUS <br />1/2" <br />3 1/2" RADIUS <br />CAP <br />RADIUS <br />Cl) <br />CAP <br />N <br />REQUIRED BY <br />TY <br />COMM. <br />- <br />=1N <br />^ <br />4 1 54� <br />3/4" RADIUS <br />iv <br />co = <br />m <br />SPECS. IF NOT, <br />DETAIL TO BE <br />1" 2" OPENING VARIES <br />N <br />1" 1" <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />N <br />EDGE OFa <br />1" 4" <br />VARIES <br />�• <br />OPENING <br />VARIES <br />1 <br />M00 <br />22 <br />VARIES <br />-- <br />14 <br />M <br />11. 2' <br />VARIES <br />1 1 <br />N <br />SIN <br />1 1/2" RADIUS <br />T <br />4" <br />34, 4,. <br />41 <br />2 <br />.{ 4" <br />I I <br />�N- <br />^00 <br />2" <br />to d CO <br />RCN <br />) <br />2 1/2" RADIUS <br />-n - <br />CD <br />cil t <br />_ <br />= <br />VARIES 12 <br />32" 11" 3z" <br />1" <br />CO <br />N <br />ITN <br />2 2 <br />BASE <br />BASE <br />Mra 1, 1" <br />.. <br />a a <br />1,_8" <br />a" <br />12" <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USEDzo <br />ONLY WHEN <br />m <br />REQUIRED BY <br />1'-6" <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />OPENING VARIES <br />2 <br />= <br />d'N <br />1" V-4" <br />1" <br />� <br />2" 2" <br />BUILT W/ STUCCO. <br />EDGE OF <br />I <br />24 <br />• <br />OPENING <br />6 <br />1-1/2" THICK <br />1-1/2" THICK <br />0 <br />4" 101, <br />CV <br />21„ <br />4 <br />- <br />10" L 6" <br />I� TI CV <br />la <br />IN I'7 <br />M <br />" <br />z <br />N <br />2" 4.. 3„ <br />6" <br />2„ 2" iv <br />cn <br />w <br />W <br />w <br />co <br />M <br />I <br />Eli <br />3 <br />v <br />1-1/2" THICK <br />m <br />24' <br />o <br />r <br />2'_4" <br />7„ 4„ <br />52 <br />1 5 52" <br />1 4. 3,. <br />io <br />54„ <br />IN <br />N <br />_ <br />N <br />I <br />12 <br />o <br />VARIES <br />VARIES <br />� <br />i <br />2 <br />m <br />22" <br />^M <br />VARIES <br />VARIES <br />v <br />4„ 8�� <br />1" <br />32' <br />�1 <br />Q� <br />• <br />;- <br />x <br />o <br />O <br />Cv Cv <br />= I <br />3.` <br />� <br />^ <br />6" 4" <br />N CV <br />KEYSTONE F11 b <br />OPTIONAL <br />KEYSTONE F117 <br />OPTIONAL <br />_ <br />cD <br />? <br />1 1" <br />2 44 <br />3 4 <br />a <br />rb <br />�` <br />2 <br />4" GARAGE <br />DR. OPENING <br />4" ' 4" WINDOW OPENING 4"" <br />#2- <br />NOTE: <br />• INSTALL OVER STONE, TYP.IN. <br />A I <br />• F TO HAVE TRADITIONAL <br />s <br />ra ft <br />• <br />• <br />• <br />FOAM/ EPS MATERIAL IS LOOK & SMOOTH FINISH <br />c3 <br />Ing <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />14 1'-6a" 14' <br />12' <br />2-1 <br />1 -4 <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />54 <br />1'-12" 5j" <br />3�_8„ <br />4„ T-O" 4, <br />�„ <br />iv <br />- <br />iv <br />Fv_ <br />1 <br />10" 1'-4" 101, <br />o <br />E <br />f2" <br />� <br />� <br />N <br />p1i <br />O <br />c <br />J <br />N <br />� <br />� <br />o <br />N <br />LZ <br />0 <br />s <br />0 <br />U <br />N <br />I <br />i <br />U <br />00 O 11CL <br />• <br />CL <br />M <br />�Qry <br />1" <br />'970, <br />11„ <br />2 <br />N <br />� <br />N <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />w <br />• POLYCOAT (HARD COAT) <br />6 ACRYLIC SAND FINISH <br />Uv <br />ia <br />_ o <br />Z to <br />z <br />V) <br />0 <br />^I' <br />CDzCl <br />'� w <br />M M <br />*O w <br />U <br />o0 <br />m <br />w <br />O <br />U <br />N cNn <br />C M N) <br />S <br />U <br />p o c <br />�"- <br />o <br /><L rn <br />N o 0 <br />L0 <br />m ¢ o <br />N �G <br />c0 `0 <br />00 <br />III V N <br />Z W <br />a <br />W Nl� a <br />a <br />W >. �LLg <br />rn <br />0 � <br />rn <br />0 <br />ro � <br />LL Z M `E° <br />W .4 N¢ r a <br />O v O <br />WWW.FDSENG.COM <br />0 <br />N <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. 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />G <br />w� <br />za <br />f <br />y <br />Pzago <br />z u 6 Q� <br />Z <br />Q <br />�OZ�ILI <br />0o <br />w <br />O <br />U o O <br />L <br />Q <br />z z <br />y0 <br />C <br />f z <br />C <br />00 1 <br />z <br />0 <br />-_a <br />O <br />W <br />�./ <br />F <br />LLJ <br />Zo <br />0 00 <br />V <br />V <br />� <br />W <br />wpm",' <br />U O a <br />O� <br />N <br />Z�Z <br />Z <br />Z <br />t-i <br />gof2 <br />UW, <br />JT--i <br />LU <br />2:Q <br />Q <br />CwC <br />G <br />Z <br />p¢ z �b <br />8 O <br />sz <br />M <br />Z <br />t <br />= <br />E <br />0 <br />oo <br />Z <br />g <br />= <br /><un <br />,-I <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4nO <br />SHEET NO. <br />F1 <br />