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2 <br />1" <br />2" <br />*NOTE: <br />VARIES <br />1'-10" <br />12' <br />CAP <br />CAP <br />N <br />iv <br />FOAM TO BE USED <br />1" RADIUS <br />Cl) <br />ONLY WHEN <br />REQUIRED BY <br />^ <br />=,N <br />3 1/2" RADIUS 1/2" RADIUS <br />iv <br />i- c� <br />00 - <br />� <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" 21 <br />N <br />3/4' RADIUS 4 <br />1'-54' <br />v <br />_ <br />v <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />N <br />EDGE OF <br />1=4"VARIES <br />" <br />- <br />Miv N <br />1-0 <br />1" <br />OPENING <br />VARIES <br />1'-4" <br />0 <br />21 <br />2 <br />VARIES <br />ih <br />12 <br />VARIES <br />1 1 <br />CV <br />_ <br />"N <br />1 1/2" RADIUS <br />4"—j <br />34, 4„ <br />1 <br />I <br />CV <br />2 1/2" RADIUS <br />DLO r <br />Mla <br />r� <br />r <br />- <br />� <br />� <br />VARIES 12' <br />IN <br />M <br />32" 11" 32" <br />1" <br />BASE <br />CO <br />- <br />`~ <br />BASE <br />3 <br />,,, ,,, <br />2 2 <br />rIN <br />ja344 <br />r 1-, 1 <br />3�. <br />r <br />4 <br />• <br />11.011 <br />ACV <br />12 <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 />OPENING VARIES <br />2" <br />4` <br />_ <br />�N <br />1" <br />44 <br />DETAIL TO BE <br />2" 2" <br />io <br />BUILT W/ STUCCO. <br />EDGE <br />2a' <br />• <br />' <br />NOF <br />G <br />OPENING <br />6 <br />- <br />1-1/2" THICK <br />1-1/2" THICK <br />0 <br />� <br />10" <br />(V <br />^M <br />21 " <br />4 <br />d. <br />I I <br />10" <br />iV <br />'Iv <br />81 r� <br />N rM <br />4" <br />2 <br />N <br />2" 4" 3„ <br />6" <br />2„ 2„ N <br />cn <br />W <br />3 <br />v <br />1-1/2" THICK <br />32' <br />v <br />1 <br />24 <br />m <br />x <br />N-1a <br />T <br />2'-4" <br />7„ 4' <br />� <br />52 <br />1 5 52 <br />N <br />1'-4" 3" <br />iv <br />� <br />cm <br />54 <br />I <br />Ci <br />t2 <br />& 1" <br />12' <br />O� <br />VARIES <br />VARIES <br />� <br />1 . <br />2 <br />m_ <br />w <br />22' <br />� <br />M <br />t <br />VARIES <br />VARIES <br />` <br />� <br />x <br />r4l" 8„ <br />32. <br />' <br />Q$ <br />- <br />- <br />oo - <br />r) <br />o <br />J <br />r--------- <br />iv ; i� <br />r <br />00 <br />3.. <br />�1 <br />�ti <br />6" 4" <br />KEYSTONE F11 b <br />OPTIONAL <br />KEYSTONE F11 <br />OPTIONAL <br />Rs' <br />2' 4a' <br />CO d Rg4r„ <br />3„ 3„ <br />rn <br />�2 j-M <br />4" GARAGE <br />DR. OPENING 4" <br />3 4 4" WINDOW OPENING 4" 4" <br />2 <br />NOTE: <br />• INSTALL OVER STONE, TYP.IN. <br />v <br />VARIES <br />• F TO HAVE TRADITIONAL <br />LOOK &SMOOTH FINISH <br />• FOAM/EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />14' � 1'-" 14' <br />12' <br />2' 1 <br />1 4 <br />r' <br />2" <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />54" <br />1'"12" 54" <br />i <br />T <br />1 <br />T-8" <br />4" 3'-0" 4" <br />101, 1, 4 10" <br />r <br />_ <br />iv <br />o <br />(D <br />E <br />_00 <br />`c <br />- <br />iD <br />v <br />io <br />c <br />J <br />04 <br />N <br />1 <br />- <br />b <br />U <br />v <br />cli <br />-' <br />'Qsa <br />c <br />0 <br />(V <br />U <br />O <br />1 <br />00 O iY <br />1 <br />C'7 M r <br />r <br />2 <br />N <br />N� <br />1 <br />O <br />GENERAL NOTES: <br />CCJJ <br />o <br />• 1.5 LBS DENSITY STYROFOAM <br />w <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />0 "' <br />zM <br />0 <br />— o <br />zC14 <br />z <br />Q <br />d <br />u, z <br />CZ <br />W) (D <br />w <br />Q <br />•O <br />W <br />Lu <br />t <br />V) <br />v , F- <br />� M <br />m <br />L1J <br />'0 M <br />Of M <br />(C`D�cMM <br />U <br />air <br />Oo`" <br />C o <br />n o <br />av <br />m Q d <br />B D® <br />N C S D C <br />O CO"] V1 N <br />Z W 1-.:" MaoZ <br />U) <br />r <br />LU <br />N N W LU <br />� � <br />rrZ .w <br />V m o <br />Z Q M EcP <br />D <br />LU N 4 M A <br />N <br />O v U O <br />❑ <br />WWW.FDSENG.COM <br />0 <br />N <br />N <br />O <br />To the best of the Engineer's knowledge, info oration 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 R <br />4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />za <br />�a <br />Wace� <br />u,zoo <br />ZW <br />J <br />=ouuZ <br />Lu <br />a L <br />O tlJ� N <br />W <br />'a o <br />y_ <br />1�^:�U <br />Q <br />z z <br />Qo <br />fZ <br />5 <br />CL <br />z <br />LLh <br />o <br />0 <br />O <br />V <br />= <br />L�LJ <br />o 0 0 <br />D <br />fob <br />J <br />�~ <br />; ; <br />m a <br />' <br />... <br />u,2 <br />N <br />ZanQ <br />u-,t�E� <br />Q <br />QaLLI Ce <br />og"' <br />gofo <br />Z <br />WWao�Z <br />W <br />I.li <br />'LUu� <br />F o <br />—j <br />r-I <br />LJ..I <br />U) <br />8~0 <br />TM_I <br />¢ <br />z <br />Z <br />Z <br />C' <br />u, <br />m <br />Z <br />LUa <br />rn <br />T--4 <br />a <br />In <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: FFLORES <br />VERSION N0. <br />SHEET NO. <br />F1 <br />T_. _._ - i 1 111 1 _ �.I� I u. u!,L::u i, I 11a,l6 �a1 I r I 1 11 1 1 11I 1 1 7TT i f! r III � <br />