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2 <br />1 <br />2" <br />N <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />1'-10" <br />1z , <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />r' <br />CAP <br />N <br />REQUIRED BY <br />COMMUNITY <br />3/4" RADIUS 4 <br />V-5 ' <br />(V <br />00 - <br />to <br />SPECS. IF NOT, <br />DETAIL TO BE <br />1" 2" OPENING VARIES <br />2" J2 <br />`~ <br />Mla <br />1 1" <br />= <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />N <br />EDGE OF <br />1" 4" <br />VARIES <br />rIN <br />1" <br />OPENING <br />VARIES <br />0 <br />21" <br />2 11" <br />VARIES <br />1'-4" <br />12 <br />VARIES <br />1„ <br />SIN <br />1 1/2" RADIUS <br />4" <br />3a, 4" <br />4f <br />�--j <br />M1� <br />2" <br />2 1/2" RADIUS <br />Mir <br />_ <br />rlct <br />- <br />.- ap <br />vSINCID <br />VARIES <br />12" <br />MLi <br />32" 11" 32 <br />1" <br />BASE <br />CO <br />N <br />BASE <br />3.. <br />� <br />N <br />1 1 " <br />3" <br />&Mrs <br />4 <br />1 _8 <br />4 <br />Not <br />N <br />12' <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ 17 <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2" <br />�N <br />1'-6" <br />1" V41 <br />1" <br />19 <br />DETAIL TO BE <br />2" <br />`t <br />BUILT W/ STUCCO. <br />2" <br />EDGE OF <br />2a" <br />OPENING <br />6" <br />T <br />- <br />1-1/2" THICK <br />1-1/2" THICK <br />0 <br />4" 101, <br />N <br />24' <br />� <br />10" 11 6" <br />� <br />_ -Iv <br />M <br />N4-�'[ <br />3 <br />d <br />' <br />2 <br />N <br />6" <br />cn <br />W <br />3 <br />v <br />1-1/2" THICK <br />32' <br />a <br />24 ' <br />� <br />v <br />N <br />� <br />=1a <br />M <br />2'4" <br />52 52 <br />1 -5 <br />1 3, <br />I I <br />54" <br />N <br />2 <br />- <br />^M <br />cc <br />,n <br />4" 1" <br />12 <br />p <br />VARIES <br />VARIES <br />0 <br />1 <br />2 <br />W <br />22' <br />Ch <br />VARIES <br />VARIES <br />� <br />1 <br />4" <br />3z <br />Qg' <br />CN <br />—OI <br />r---- ----- <br />1 <br />1 <br />00 <br />3.. <br />�Q <br />�ti <br />6" 4" <br />KEYSTONE F11 0 <br />OPTIONAL <br />00 = <br />KEYSTONE F11 <br />OPTIONAL <br />CD 1 R (0 <br />s" <br />z, . <br />4T, <br />LO <br />' 4" GARAGE <br />DR. OPENING <br />4" 3 4 ' 4" WINDOW OPENING 4" 4" <br />Y-1 <br />NOTE: <br />INSTALL OVER STONE, TYP. <br />= <br />VARIES <br />• <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />Q <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />146 1'-64" 14. <br />12" <br />2' 1 <br />1 4 <br />2" <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />54" <br />1'-12' 54" <br />3'-8" <br />7„ <br />iv <br />c <br />1 r <br />4" 3'_0" <br />101, 1'_4" <br />4" <br />101, <br />- <br />N <br />0 <br />Cn <br />m <br />= <br />to <br />00 <br />CD0 <br />v <br />c <br />J <br />54 <br />co <br />to <br />o <br />T <br />04 <br />In <br />= <br />= <br />r <br />A <br />U <br />(V <br />I <br />i <br />y <br />U <br />ON <br />_ _ <br />a0 O <br />• <br />a <br />MMr <br />1" <br />R �0 -12„ <br />= <br />0 <br />cV <br />1„ <br />�M <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />V) <br />- <br />0 POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />C� r <br />zM <br />0 <br />zC) <br />z� <br />Q <br />II� <br />Q) C0 <br />o ('411 <br />+-j w <br />C6 M <br />•O <br />W <br />r <br />F-- <br />-(D-v ) <br />O <br />U <br />2M <br />o� <br />m <br />W E <br />�8 <br />CM M <br />N D M <br />�? <br />O o 0 <br />L_Me000 <br />O Y t` <br /><C rn <br />a v <br />rn Q d <br />B D® <br />N <br />wQY <br />i <br />r <br />N N <br />O � <br />§>cq W <br />Z <br />J = a <br />U' Z I— � (" ;O <br />w� CS <br />ii � W ^o .3 �j k. <br />W <br />LU �'10 ��� a <br />Z N 4¢ a o <br />oh o <br />LLZ <br />W a N¢"' a <br />O � CaJ O <br />WWW.FDSENG.COM <br />00 <br />0 <br />C'4 <br />O <br />M <br />ti <br />O <br />To the best of the Engineers 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 />L NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />O <br />Lu <br />Qi <br />�F <br />w<cecr <br />UZ_00 <br />OnCZ <br />ui <br />0 z <br />r�y <br />a uj <br />I- <br />U LL N <br />o <br />L1J <br />o <br />z zz <br />z <br />r <br />OF <br />C <br />G <br />f <br />Z <br />S <br />Q <br />C <br />N <br />43 <br />LCC <br />0 <br />O <br />r <br />W <br />U <br />� <br />O0z0 <br />.;r <br />0 <br />x <br />9.n <br />y <br />� r\ <br />■.. <br />U2�—Ql <br />N <br />Id / <br />zazOu <br />go�� <br />Z <br />Z <br />W <br />Ln <br />W <br />�az� <br />J <br />r-I <br />W <br />y i- tj U <br />g~o <br />00 <br />Q <br />Q <br />z <br />C-az <br />,—I <br />z <br />t <br />z <br />J g <br />m <br />� <br />Z <br />Q <br />J <br />LW <br />= <br />- z <br />o <br />f <br />� <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO. . o <br />SHEET NO. <br />F1 <br />