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2" <br />1" <br />2" <br />*NOTE: <br />VARIES <br />1'-10" <br />12" <br />CAP <br />s <br />T <br />CAP <br />iv <br />04 <br />FOAM TO BE USED <br />1" RADIUS <br />ONLY WHEN <br />REQUIRED BY <br />^ <br />_ <br />3 1/2" RADIUS <br />1/2" RADIUS <br />iv <br />co <br />COMMUNITY <br />SPECS. IF NOT, I <br />DETAIL TO BE 1" 2" OPENING VARIES 2" � <br />DETAIL <br />� <br />iv <br />RADIUS 4 <br />1'-54" <br />" <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />N. <br />EDGE OFa <br />1" 4" <br />VARIES <br />SIN <br />1-0' <br />�• <br />OPENING <br />VARIES <br />1r-4" <br />0 <br />M _ <br />22r <br />VARI ES <br />12" VARIES <br />1 r�rr <br />(V <br />-IN <br />1 1/2" RADIUS <br />T <br />4" <br />1" <br />3a 4° <br />4 4z„ <br />N <br />2" <br />- <br />2 1/2" RADIUS <br />;n f <br />*)43" <br />- <br />rxa MIV � <br />- <br />7I <br />MVARIES3" i1 <br />BASE <br />(D <br />2" 2' <br />BASE <br />3irr4a <br />A" I <br />1" <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 />�'N <br />1" 1'-4' <br />1" <br />DETAIL TO BE <br />2 2 <br />BUILT W/ STUCCO. <br />24" <br />EDGE OF <br />OPENING <br />1-41 <br />• <br />0 <br />r <br />1-1/2" THICK <br />1-1/2" THICK <br />4" 10" <br />N <br />^M <br />24" <br />10" _ <br />(V <br />c la <br />s <br />L <br />IN <br />4" <br />1rr <br />2 <br />N <br />6" <br />2rr iv <br />2" <br />w <br />Q <br />U <br />w <br />Q <br />^ri <br />3 <br />1-1/2" THICK <br />32r <br />c <br />a> <br />21rr <br />4 <br />�M <br />v <br />v <br />LO <br />I <br />2r-4" <br />521„ <br />1 5 52 <br />o <br />T <br />7„ 4' <br />54" <br />00 <br />1 r 4rr 3" <br />N <br />I <br />12 <br />VARIES <br />VARIES <br />j <br />trrLJ <br />2 <br />w <br />22r <br />Q <br />> <br />M <br />VARIES <br />VARIES <br />y <br />c <br />4" 8" <br />1 rr <br />2 1 <br />3- <br />I <br />1 <br />Q� <br />• <br />T <br />C14OPTIONAL <br />o <br />- r_ _ <br />N N <br />00 <br />CD <br />�a <br />�� �ry <br />L All,cn <br />6" 4" <br />CV CV <br />KEYSTONE F11 b <br />°° i <br />KEYSTONE F11 <br />OPTIONAL <br />M <br />R6 <br />Z <br />R4' <br />4 <br />' <br />3rr 3rr <br />3 4 ' <br />4" <br />GARAGE DR. OPENING 4" <br />4" WINDOW OPENING 4" 4" <br />` <br />M <br />2 <br />NO <br />INSTALL OVER STONE TYP. <br />c <br />a <br />VARI <br />• <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />, <br />• <br />• <br />• <br />• FOAM/ EPS MATERIAL IS <br />6, <br />ACCEPTED <br />o <br />3 <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />14 1'-64" 14" <br />12" <br />1'-4" <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />54rr <br />1,_12" 5-4"'� <br />N <br />T-8" <br />4" 3'-0" 4" <br />irr <br />I I <br />E <br />1 rr <br />101r 1 r4" 101r <br />co <br />2 <br />f2" <br />tD <br />W <br />_ � <br />f <br />N <br />CO <br />1• <br />0 <br />c <br />J <br /><V <br />o <br />iv <br />E2 <br />U <br />oEmi <br />_ <br />oN <br />U <br />o <br />OPo <br />• <br />EMT <br />1" <br />R0 -• <br />T <br />11" <br />N <br />2 <br />v <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />w <br />• POLYCOAT (HARD COAT) <br />6 ACRYLIC SAND FINISH <br />C9 � <br />z C) <br />— o <br />zQo <br />Q <br />d <br />E3 <br />z <br />0 <br />t^^/)CD <br />W <br />•O Lrr <br />C <br />O <br />U <br />.9 0 <br />rl- <br />LU <br />— S <br />N M <br />M <br />' <br />_ <br />NAM <br />O _O N <br />o <br />U <br />a" <br />C <br />Q rn <br />N "- <br />") $.7;r- <br />rn Q o <br />B Do <br />'�`= " o <br />=J1 <br />N �O <br />V� N <br />Z <br />°L a .� <br />W y� a <br />LU V L Z <br />Z a -- <br />a <br />4D h e x <br />0�S m m <br />Z Q 2LL <br />Nair o <br />W <br />o (D O <br />Li ❑ <br />WWW.FDSENG.COM <br />0 <br />N <br />O <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />Cr <br />Lu a <br />z <br />E� <br />w¢aa[IL <br />zoo <br />ZZ <br />J <br />awO�r° <br />o LLF N <br />L <br />LU <br />Z <br />z Lu <br />O <br />} u <br />2 <br />z <br />z <br />O <br />U <br />= <br />J <br />UJ <br />Lu <br />o of o <br />1Ij <br />0 <br />f.� <br />O <br />W <br />���$ <br />z <br />N <br />zaz <br />�a <br />ppaw <br />r <br />Z <br />N. <br />w0 <br />Z <br />W <br />ri <br />Ln <br />� & 22 <br />J <br />r1 <br />LLJ <br />u <br />g¢F <br />Z <br />aV)o <br />z <br />tj <br />z <br />I <br />m <br />Z <br />g <br />W <br />o <br />Jz <br />` Lu <br />o <br />L <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 4w0 <br />SHEET NO. <br />F1 <br />