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I I I L I I I I I I I I —1L I I I 1 .1 j- L -- - - I - <br />2" <br />2" <br />"NOTE: <br />VARIES <br />1'-10" <br />12' <br />- <br />CAP <br />- <br />_ <br />CAP <br />&4 <br />1" <br />N <br />FOAM TO BE USEDONLY WHEN <br />REQUIRED BY <br />^ <br />- <br />1" RADIUS <br />3 1/2" RADIUS 1/2" <br />RADIUS <br />"' <br />_ <br />�M <br />CO <br />ao <br />COMMUNITY <br />r` <br />CN <br />3/4" RADIUS 4 <br />1'-54'a <br />i f <br />ID <br />SPECS. IF NOT, <br />1" 2" OPENING VARIES 2" 2" <br />1" 1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />04 <br />EDGE OF <br />1" 4" <br />VARIESa <br />SIN <br />1• <br />OPENING <br />VARIES <br />V-4„ <br />0 <br />22 <br />VARIES <br />1'-4" <br />_ <br />M 7 <br />12' VARIES <br />1' 1' <br />N <br />-IN <br />1 1/2" RADIUS <br />4 <br />Sal 411 <br />4„ 42' <br />ACV <br />c <br />`' <br />;- <br />Wl �p <br />� <br />SIN <br />M <br />2 1/2" RADIUS <br />T <br />CD <br />CO <br />_ <br />VARIES 12 <br />11" 32 <br />1" <br />N 3„ <br />J3,„ <br />2„ 2' <br />1" 1" <br />BASE <br />• <br />BASE <br />4 <br />1._8„ <br />4" <br />• <br />yam. <br />N <br />12, <br />`NOTE: <br />VARIES <br />8„ 2„ <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />D <br />r <br />VJDETAIL <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />1" OPENING VARIES <br />2 <br />�N <br />1'-6" <br />1" 1' 4" <br />TO BE <br />2" 2" <br />BUILT W/ STUCCO. <br />EDGE OF <br />I I <br />2- <br />• <br />OPENING <br />1-1/2" THICK <br />1-1/2" THICK <br />0 <br />4 10" <br />y�•'Iy <br />c <br />�N <br />24' <br />d <br />10" 6" <br />N <br />c Iv <br />C <br />-IN k <br />12-3- <br />4„ <br />i„ <br />2 <br />6" <br />2„ <br />cn <br />w <br />w <br />Elm <br />I <br />v <br />1-1/2" THICK <br />32" <br />24„ <br />, <br />T; <br />2,-4„ <br />52" <br />V-5" 52„ <br />N <br />r <br />4 <br />51„ <br />4 <br />1,�„ 3„- <br />C00 <br />00 <br />4" 1" <br />12 <br />0 <br />VARIES <br />VARIES <br />i <br />2 <br />Z <br />Q <br />, <br />• <br />VARIES <br />VARIES <br />r' <br />4" 8„ <br />32" <br />M <br />o <br />�, <br />°° 1 <br />^ <br />6" 4" <br />ZV (V <br />KEYSTONE F11 o <br />OPTIONAL <br />KEYSTONE F11 00 <br />OPTIONAL <br />43- <br />m <br />CO i Rsry coR44r„ <br />4 <br />•� <br />-� <br />t <br />„ <br />4 GARAGE <br />DR. OPENING 4" <br />3" a „ „ 3. <br />4 WINDOW OPENING 4 -4 <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />iY <br />VAR <br />• FIN. TO HAVE TRADITIONAL <br />' <br />• <br />nso <br />• <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />i <br />ACCEPTED <br />� <br />U <br />• FIN. HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />146 1, 64„ 14„ <br />12" <br />2' 1 <br />1,,-4„ <br />rn <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />54„ <br />1 12" 5'„ <br />N <br />3,_8„ <br />4" T-0" 4" <br />7„ <br />(V <br />a <br />E <br />1 ° <br />10„ 1,4„ 10„ <br />o <br />iv <br />ayi <br />S <br />f2" <br />00 <br />iD <br />N <br />a� <br />in <br />, <br />i <br />o <br />NZ <br />0 <br />v <br />- <br />Rs <br />- <br />4 <br />U <br />CV <br />I <br />E <br />- <br />-o <br />• <br />MM <br />CL <br />1" <br />R70, <br />N <br />1„ <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />0 ACRYLIC SAND FINISH <br />n'JV- <br />J J <br />U <br />M <br />z CD- <br />z� <br />z� <br />Q <br />U, z <br />V()' 0 <br />W <br />cn <br />4 J w <br />�V — <br />O W <br />::D <br />LU <br />E <br />t— <br />.� <br />U <br />m <br />W ' <br />OEp r — U <br />a)Cl)r— <br />U <br />O .2N <br />1 `- Go <br />00 <br />m <br />Q rn <br />� <br />rn¢ o <br />N �D <br />N <br />Cm <br />W <br />Z Nrnz L" z <br />LU y . <br />LU TLL z a <br />Z Q . ¢ p <br />4 cc m <br />N <br />IULm <br />W a N"`" c <br />O V O <br />WWW.FDSENG.COM <br />a <br />N <br />O0- <br />N <br />cg <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 seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0o <br />LU <br />za <br />f� <br />W a °d <br />uzup <br />U <br />J <br />(Danz <br />Q <br />a <br />Q <br />o <br />zz <br />zo <br />♦� <br />' <br />Q U <br />fz <br />g <br />x <br />-� <br />J <br />Tl <br />z <br />O <br />0 <br />�W <br />U <br />= <br />W <br />�Rs <br />N <br />w <br />U O . R <br />Z z� <br />*k <br />W Q <br />aafce <br />Q <br />d• <br />� <br />I-ooq� <br />$FRS <br />Z <br />J <br />LU <br />= < z <br />rl <br />W <br />Z <br />~�v <br />QQ <br />Y�58 <br />to <br />Cf- <br />Z <br />Z <br />tj <br />a�S <br />o <br />m <br />� <br />Q <br />J <br />Uj <br />= <br />- z <br />a f <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: M]AMES <br />VERSION NO' 4nO <br />SHEET NO. <br />F1 <br />