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01 <br />3 <br />0 <br />v <br />-o <br />v <br />S <br />0 <br />r <br />0 <br />L0 <br />1 <br />00 <br />(D <br />-o <br />v <br />0 <br />J <br />02 <br />N <br />M <br />W <br />M <br />2„ <br />1 <br />2" <br />"NOTE: <br />VARIES <br />1'-10" <br />12 <br />CAP <br />__. <br />= <br />T <br />CAP <br />N <br />N <br />FOAM TO BE USED <br />1" RADIUS <br />CO-1 <br />ONLY WHEN <br />REQUIRED BY <br />= <br />1/2" RADIUS <br />3 1/2" RADIUS <br />=4a <br />``' <br />in <br />N <br />oo <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" I <br />^� <br />Cv <br />3/4" RADIUS 4 <br />1'-53" <br />4 <br />1" 1" <br />BUILT <br />W/ STUCCO. <br />1/2" RADIUS <br />04 <br />EDGE OFa <br />1" 4" <br />VARIES <br />- <br />1' <br />OPENING <br />VARIES <br />1'-4" <br />0 C1.122„ <br />471) ;— <br />N <br />12 <br />VARIES <br />VARIES <br />�N <br />1" V-4„ <br />1 ` <br />1„ <br />All. <br />1 1/2" RADIUS <br />r <br />4 <br />34 a <br />4„ 42" <br />MN <br />2", <br />T 'ill <br />- <br />2 1/2" RADIUS <br />rn r <br />riles <br />ra <br />r <br />_ <br />"dl� T� <br />coil•! CD <br />Ch <br />� <br />VARIES 12 <br />_ <br />N <br />M <br />11 1 <br />1„ 1„ <br />U <br />1„ <br />BASE <br />-- <br />CD <br />BASE <br />3„ <br />�N <br />r <br />2„ 2„ <br />• <br />1„ 1n <br />r <br />3" �„ <br />4 4 <br />1,_8„ <br />4 <br />Aeia <br />/ <br />• <br />4„ <br />N <br />12" <br />"NOTE: <br />VARIES <br />8" 2" <br />3 <br />FOAM TO BE USED <br />ONLY WHEN <br />io <br />(n <br />REQUIRED BY v <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2 <br />= <br />�N <br />V-6" <br />1" 1'-4" <br />1" <br />ry <br />DETAIL TO BE <br />2„ 2„ <br />BUILT W/ STUCCO. <br />Pi I <br />24" <br />EDGE OF <br />OPENING <br />• <br />T <br />0 <br />1-1/2" THICK <br />1-1/2" THICK <br />4„ <br />101, <br />N <br />_ <br />q' <br />- <br />10" L 6" <br />� N <br />=iv <br />41 <br />�- <br />� <br />81 <br />r <br />IN M <br />4" <br />Zu <br />CV <br />2„ 4„ 3„ <br />6" <br />2„ - <br />2n - N <br />W <br />ul <br />Q <br />fn <br />w <br />Q <br />M <br />1-1/2" THICK <br />2 <br />2d" <br />1.r <br />2'4" <br />52„ <br />1,-5„ 52 , <br />00 IN LLfIII�III <br />1, 3„ <br />N <br />e <br />54, <br />4' 1" <br />1 <br />1„ <br />12 <br />9 <br />VARIES <br />VARIES <br />1„ <br />2 <br />U) <br />w <br />_4 <br />i <br />• <br />VARIES <br />VARIES <br />r4' 1 8 <br />2", <br />rr _________6" <br />50 <br />�L <br />4" <br />WKENE F11 b <br />KEYSTONE F11 CO <br />OPTIONAL <br />"1„co 2 4a <br />m3„ <br />"2" <br />ri <br />2' <br />GARAGE <br />DR. OPENING <br />4" 3 4 ' 4" WINDOW OPENING 4"" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ISO <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />FINISH <br />1, s 1, <br />is 1 6a, 1a <br />1 <br />12, <br />2'-1" <br />1'-4'SMOOTH <br />2" <br />• FOAM/PS MATERIAL IS ACCEPTED <br />5T' <br />1'-1 " 54" <br />T-8" <br />7" <br />N <br />1' <br />4" 3'-0" 4"� <br />= <br />101, 1,-4„ i01, <br />0 <br />iv <br />60 <br />V <br />E <br />Cq <br />N <br />CO <br />N <br />C\lo <br />mi <br />M M r <br />1" <br />R7011 <br />2 <br />1" <br />GENERAL NOTES: <br />o <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />Al <br />• ACRYLIC SAND FINISH <br />F i III i <br />0 <br />zo <br />— o <br />Z <br />Z <br /><C <br />Z <br />CS <br />� � <br />(DOO <br />• LS_I <br />H <br />o <br />i—O <br />� <br />o0 <br />m <br />W <br />— p <br />N M <br />m fM <br />'0' M <br />' <br />U <br />�? <br />Ooa o <br />�o <br />a000 <br />0 <br />< CD <br />ono <br />U-) <br />M< o <br />V � <br />Z W MNOZ <br />aza <br />LU <br />4 <br />,ZO <br />�Or^Ca <br />� !Y1 <br />Z� <br />JJL'oo <br />cM.atLU nZMg A <br />a, <br />WWW.FDSENG.COM <br />0 <br />0 <br />N <br />N <br />N <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 seat. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennaElIMpa.com <br />€O0 <br />3� <br />Uj <br />of <br />LU <br />UZ80 <br />z Ej <br />w <br />I- <br />U W WF N <br />L <br />W <br />Q <br />8Uj <br />zz <br />fz <br />< <br />� <br />CL <br />3 <br />I✓ <br />� <br />N <br />IIr <br />o <br />o <br />O <br />a <br />= <br />HW <br />00. <br />gYc�S <br />f9. <br />9. <br />• • • <br />�a6¢ <br />Uj <br />Q <br />d- <br />Qaf� <br />~��� <br />go-,o <br />Z <br />^ <br />LU <br />J <br />Lr) <br />r-1 <br />LU <br />2 <br />a <br />LU <br />Q <br />z <br />= a Z O <br />t� U <br />I-YU <br />�QZ <br />M <br />C) <br />z <br />zo <br />Ln <br />0o <br />z <br />g <br />= <br />° <br />J N <br />a <br />O <br />rn <br />,--I <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. <br />4n0 <br />SHEET NO. <br />F1 <br />