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8 <br />Ei <br />00 <br />1 2 <br />N <br />i� ih <br />N <br />2" <br />N <br />oo = <br />CO <br />1" <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />2" 2-j <br />1'-10" <br />- <br />N <br />ill, <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS a <br />1/2" RADIUSI!! <br />1" 4" VARIES <br />VARIES <br />ih <br />M� <br />P71 t rIN <br />CAP <br />iv <br />CD <br />1" 1" <br />11_0 <br />1'-4" <br />0 <br />M <br />(V <br />22" <br />12" <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />-IN <br />r <br />1 -4„ <br />4" <br />3a' 4„ <br />All <br />c� <br />HIV <br />r <br />o'�IV 1" 1n <br />T <br />4 42 <br />I <br />N <br />- <br />~ rp0 <br />SIN 3" <br />T " 4 4" <br />I - <br />MIV- <br />VARIES <br />2" <br />2„ <br />12" <br />2" <br />ChLl <br />32 11" 32 <br />1" 1" <br />1-8" <br />1" <br />2 1/2" RADIUS <br />BASE <br />LO <br />i0 <br />iv <br />BASE <br />4" <br />IBM <br />1'-0" <br />rN I <br />12' <br />*NOTE: <br />VARIES <br />8" 2" <br />3 <br />io <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />2" 2" <br />EDGE OF <br />OPENING <br />2" i. i <br />�N <br />6 <br />1" 1'4" <br />r� <br />�q <br />1 <br />1-1/2" THICK <br />1-1/2" THICK <br />' <br />101. <br />e <br />0 <br />N <br />�m <br />21„ <br />4 <br />_ <br />d. <br />10" 6" <br />� <br />iv <br />`Iv <br />IN Ala <br />M <br />751 <br />4" <br />2 <br />N <br />2" 4" 3" <br />no <br />6" <br />cn <br />cn <br />�M <br />24, <br />1-1/2" THICK <br />32" <br />=I� <br />r <br />-IN <br />M <br />2 -4 <br />1'-10" <br />52. <br />1 5 52' <br />00 'IN <br />�v <br />1 3" <br />N <br />7, <br />co <br />M <br />51 <br />4 <br />4" 1" <br />12 <br />0 <br />VARIES <br />VARIES <br />2 <br />-- <br />N <br />U) <br />W <br />¢ <br />^M <br />I <br />22" <br />• <br />VARIES <br />VARIES <br />4, 8„ <br />32 <br />4> <br />C14. <br />'cp <br />Rs. <br />I <br />2" <br />- <br />2' 44. <br />6" 4" <br />in R44r" 'v <br />KEYSTONE F11 b <br />OPTIONAL <br />' 4" GARAGE DR. OPENING <br />KEYSTONE F11 00 r <br />OPTIONAL <br />3.. 3" <br />4" 3 a ' 4" WINDOW OPENING 4" 4" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />4.3„ <br />VARIES <br />2" <br />NOTE: • FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />1 3 i <br />1 <br />14 -6-y' 14' <br />1z" <br />54" <br />2'-1" <br />1'-12" 54' <br />00 <br />1 " <br />- � <br />3'-8" <br />4" 3'-0" 4" <br />101, 114' 101, <br />� <br />:- <br />0 <br />N <br />7 <br />N <br />iv <br />(4 <br />1" <br />1" <br />r <br />N <br />(V <br />c0 O <br />MMr <br />1v <br />1 U <br />2 <br />-iiii4----- <br />C> <br />1'-1" 1" <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />Z Cl) <br />0 <br />— o <br />z tD <br />z� <br /><C <br />z <br />Cn o <br />f� p <br />D-U — <br />O w <br />-( Vi <br />_ <br />E <br />oo <br />U <br />m 04 <br />W <br />t— E <br />i $ <br />N C, <br />0) (M <br />CU Cl) <br />E2 c co <br />_ <br />O o <br />C:. <br />t <br />LL eo <br />m <br />� o <br />Q rn <br />� no <br />In S. v <br />rn ¢ 6 <br />BID. <br />N Yc <br />N N <br />� � W <br />�No�oz <br />�' z° <br />a c a <br />U) Z W <br />`' 91� <br />r s <br />v', �- ui W <br />- � <br />" <br />QW <br />WV�a <br />Z 0 <br />CA 5 �w <br />M <br />`A <br />Wa `E <br />WWW.PDSENG.COM <br />00 <br />0 <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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />O <br />�o <br />fF <br />¢ ga <br />w <br />VZOO <br />zw�� <br />J <br />y2,uz <br />G°aG x J <br />00 R <br />LLJ <br />0 <br />w w N <br />0 <br />L_ <br />Q <br />O <br />Zz <br />^` <br />2t <br />O <br />}U <br />z Z <br />z <br />O <br />O <br />J <br />J w <br />U <br />= <br />0-1 <br />rr, <br />VJ <br />Lu <br />° O <br />o F <br />ar <br />0 <br />X <br />f O•V� <br />wi2ma <br />''1 <br />k <br />N <br />zaz <br />w <br />f <br />Sod <br />z <br />Z <br />W <br />Ln <br />z���Z <br />a u�D <br />W <br />Q <br />z <br />F y U <br />F <br />�¢Z <br />N <br />LO <br />z <br />� Ln <br />�0- <br />O <br />06 <br />z <br />4LU <br />J <br />= <br />a <br />r-, <br />.--+ <br />a <br />rn <br />o <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />F1 <br />�.0 1 ..III;, l�nuil„�t<11,,1�:6 i, Itic.tL ;i;lr, n.. 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