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2„ <br />1" <br />2" <br />*NOTE: <br />VARIES <br />1'-10" <br />12" <br />CAP <br />_ <br />CAP <br />iv <br />N <br />FOAM TO BE USED <br />1" RADIUS <br />M <br />ONLY WHEN <br />REQUIRED BY <br />3 1/2" RADIUS 1/2" RADIUS <br />N <br />r` M <br />0 <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE <br />1" 2" OPENING VARIES 2" <br />^ <br />iv <br />3!4" RADIUS a <br />1'-54"a <br />MIS <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />N <br />EDGE OF <br />1" 4" <br />VARIES <br />Mla SIN <br />1'-0" <br />1" <br />OPENING <br />VARIES <br />1'-A <br />o <br />�2 <br />VARIES <br />1'-4" <br />M <br />1 �,. <br />2 <br />VARIES <br />1 , 1 <br />(V <br />-N <br />1 1/2" RADIUS <br />'- <br />4 <br />1" � <br />3a a <br />Mla <br />2 1/2" RADIUS <br />LO r <br />V <br />VARIES 12' <br />3z" 11" 32" <br />1" 1" <br />1" <br />c <br />N <br />ITN 3" <br />2' 2" <br />BASE <br />BASE <br />Big <br />�� 1 1 <br />3 <br />4.. 4, <br />1 8„ <br />4 <br />444 <br />Ihilff <br />rN <br />*NOTE: <br />VARIES <br />$" 2" <br />3 <br />FOAM TO BE USED <br />ONLY WHEN <br />io <br />CO <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2" <br />dN <br />1'-6" <br />1" - 1'-4" <br />1" <br />DETAIL TO BE <br />2L <br />� <br />ic> <br />BUILT W/ STUCCO. <br />I <br />24, <br />EDGE OF <br />OPENING <br />„ <br />Pi <br />• <br />T <br />1-1/2" THICK <br />1-1/2" THICK <br />0 <br />L 4" L 10" <br />jl`�Ij <br />`y <br />- <br />21 <br />a <br />10" _ <br />N <br />CD -_ <br />�isY <br />T <br />IN <br />M <br />2 <br />N <br />2" 4.. 9n <br />J <br />6" <br />to <br />cn <br />3 <br />1-1/2" THICK <br />(D <br />24' <br />M <br />7 <br />72 <br />00 <br />o <br />-� <br />r <br />2.4 <br />2,. 1, 5 <br />52" <br />- co N <br />1, 4„ 3 <br />N <br />_ <br />� <br />SIN <br />54 <br />2 <br />a' 1" <br />12" <br />#IIhI-'�tll' o <br />*- <br />VARIES <br />VARIES <br />00 <br />1n <br />W <br />w <br />1 <br />22 <br />rn <br />tY <br />> <br />m <br />N <br />• <br />VARIES <br />VARIES <br />= <br />4" 8 <br />" <br />260 <br />Q� <br />0o <br />J <br />iv ; iv <br />00 <br />io <br />3.. <br />��' �, <br />6" 4" <br /><V N <br />KEYSTONE F11 b <br />OPTIONAL <br />� KEYSTONE F11 n <br />OPTIONAL <br />to <br />Rs„ co <br />1 <br />1. Ail, <br />2 4-a <br />co R¢41„ <br />3 3. <br />I2) <br />4" GARAGE <br />DR. OPENING <br />4" 3 a ' 4" WINDOW OPENING 4" 4' <br />NOTE: <br />INSTALL OVER STONE, TYP. <br />= <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />c <br />i <br />' <br />M <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />.9 <br />C, <br />U <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />14. 1' 64.. ia' <br />12' <br />1 4 <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />5" <br />a <br />1'-11" 53" <br />2 a <br />i <br />3 _g <br />7" <br />N <br />a4" <br />1, <br />T-0" 4" <br />(� <br />10„ 1 -4„ 101, <br />r o <br />E <br />f2" <br />0 <br />D <br />N <br />D1 <br />0 <br />a=i <br />J <br />N4. <br />W <br />W <br />- <br />N <br />r <br />4 <br />c <br />U <br />fV <br />I <br />U <br />oN <br />_ <br />00 O <br />• <br />CL <br />r <br />1 !„ <br />N <br />\ <br />N� <br />1 <br />p <br />2 <br />GENERAL NOTES: <br />1.5 LBS DENSITY STYROFOAM <br />o <br />• POLYCOAT (HARD COAT) <br />� <br />� <br />� <br />• ACRYLIC SAND FINISH <br />Z co_ o <br />CD <br />Z <br />Q <br />a <br />E3 <br />V) 0 <br />w <br />O W <br />01- <br />N <br />H <br />�N <br />O <br />CC5 v <br />o <br />m <br />W pp <br />F_ <br />aCNM M <br />M <br />O <br />agosLLa0D <br />N ,-0O <br />O O N <br />�u'ipWl� II r l; <br />00 <br />qil'' <br />o <br /><Crn <br />Y <br />U) Qo <br />u7Ev <br />rnQ d <br />B D. <br />N <br />� <br />'t <br />N 10 <br />g CN M. <br />Z W m N m z <br />II(h p� <br />'LLo=; <br />w <br />W N a w <br />W <br />0 <br />� N caor, <br />c <br />Z Q .� Nai <br />LL W r ca <br />O C) U O <br />it O <br />WWW.FDSFNG.COM <br />CID <br />cfl <br />0 <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 />L E A <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />O <br />Ln <br />Wo <br />a�fF <br />u ¢zaIX <br />zoo <br />z <br />0 z <br />�ozz <br />J <br />0. <br />zJ <br />a Uj <br />� N <br />W <br />Q <br />oLO <br />z z <br />/rL <br />W <br />a U <br />' <br />C <br />G <br />iz <br />3 <br />Z3 <br />D <br />N <br />'p <br />^ <br />1..1. <br />z <br />O <br />U <br />w / <br />W M P <br />�. <br />o <br />; <br />f86 <br />WOma <br />r <br />L'' <br />� <br />w <br />BoLLJ <br />zo <br />Fo <br />Z <br />Z <br />N. <br />rl <br />0 <br />� Z z <br />W <br />J <br />Ln <br />D Q z o <br />rl <br />Lij <br />< <br />g F- <br />Ln <br />Q <br />Z <br />Z <br /><Qz <br />zo <br />m <br />QZ <br />J <br />W <br />= <br />a z <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ol <br />SHEET NO. <br />F1 <br />