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2 <br />2" <br />*NOTE: <br />VARIES <br />1'-10" <br />12 <br />1" RADIUS <br />'- <br />CT)1" <br />N <br />M <br />N <br />N <br />50 - <br />CO <br />1" <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 2" > 2-�I <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />f^ <br />N <br />3 1/2" RADIUS <br />3/4" RADIUS <br />1/2" RADIUS <br />1" <br />4 <br />4" <br />1/2" RADIUS <br />V-54" <br />VARIES <br />VARIES <br />"IV <br />MIS `t <br />, <br />0 <br />c'> <br />CV <br />rN <br />32' 11" 2'I <br />ill <br />11.8„ <br />22" <br />1 1/2" RADIUS <br />2 1/2" RADIUS <br />VARIES <br />12 VARIES <br />BASE <br />1N <br />� r <br />4" <br />341 4„ <br />CM <br />IA <br />- a <br />c0 Iry <br />111 111 <br />4" <br />4 4211 <br />N <br />4 4 <br />2" <br />_ <br />VARIES i2' <br />2 2 <br />3„ <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY �* <br />COMMUNITY <br />IF NOT, ill <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />VARIES <br />OPENING VARIES <br />2" 2" <br />EDGE OF <br />OPENING <br />2" <br />8" 2" <br />�N <br />1'-611 <br />illV-4" <br />illSPECS. <br />Q <br />�N <br />1" <br />in <br />4" 101, <br />O <br />I <br />N <br />2111 <br />4 <br />�I<t <br />cc - - <br />IN �� <br />4' <br />2 <br />_ <br />� <br />- <br />N <br />L 4!411 1 31, <br />10" 6" <br />N <br />81 81 <br />6„ <br />2- i],I �I <br />G L <br />1-1/2" THICK <br />1-1/2" THICK <br />rM <br />w <br />w <br />r� <br />1-1/2" THICK <br />24' <br />00 IN <br />2'-4 <br />1'-101, <br />1'-411 31, <br />N <br />2r <br />� <br />3211 <br />5211 11 5" 52"01 <br />51" <br />4 <br />3„ <br />4 1" <br />2'Lj <br />w <br />>FIN <br />rM <br />1 <br />I <br />2 <br />0 <br />22' <br />• <br />co <br />A <br />VARIES <br />VARIES <br />411 8„ <br />11, <br />32, <br />�.�'� <br />QR' <br />VARIES <br />VARIES <br />N i--------- N <br />I <br />I <br />W <br />'46 CO <br />211 <br />2 44' <br />• <br />N <br />co Rga <br />d a d <br />KEYSTONE F11 <br />OPTIONAL <br />4" GARAGE <br />0 <br />DR. OPENING <br />4" <br />KEYSTONE F11 <br />OPTIONAL <br />, 3„ <br />3 4 4" <br />• ONSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />00 <br />h <br />WINDOW OPENING 4" 4" <br />VARIES <br />2" <br />eo m <br />1 " <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />T-8" <br />4" T-0" 4" <br />101, 1,_4" 101, <br />14 1'-64 14 <br />;- <br />0 <br /><O <br />N <br />12 <br />54 <br />2'-1 II <br />1'-12' 54" <br />V-4„ <br />iv <br />c� <br />N. <br />7" <br />1" <br />i <br />� <br />CV <br />(V <br />1 " <br />OPo� <br />M M r <br />Rrp„ <br />- <br />A <br />1" <br />GENERAL NOTES: <br />• <br />• <br />• <br />1.5 LBS DENSITY STYROFOAM <br />POLYCOAT (HARD COAT) <br />ACRYLIC SAND FINISH <br />O <br />� r <br />Zo <br />z <br />Q <br />J <br />z <br />Ln C <br />U— <br />w <br />p <br />'U — <br />tU <br />O <br />~ <br />0 <br />� <br />V� i— <br />o 0 <br />m � <br />U <br />W <br />aM co <br />c fV cM <br />Ep <br />U <br />f0"2M <br />CN <br />O O <br />Ua�i <br />00 <br />�Y <br />�o-o <br />to Od <br />Q m <br />0) 0. <br />Q O <br />All <br />B D® <br />NCBDC <br />ti <br />N <br />N <br />co <br />(V <br />"r <br />o rn O <br />U-) <br />O C14 <br />co <br />z <br />«mnoz <br />�Z Woo_� <br />C <br />u z <br />m <br />J <br />rA N <br />W / M m <br />�,LLc <br />uJ <br />o <br />W u 3 ar �Y <br />a1 <br />o <br />� Z <br />o0 <br />—C.. <br />�i• U) o <br />m <br />cW <br />cm <br />a C <br />WQVaJC,)� <br />N <br />WO <br />OF— <br />�U <br />U <br />❑❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />A <br />CD <br />�cV <br />z <br />O 0) n <br />F-1 0 <br />(n M O <br />M <br />Q U-) Lr) <br />a Cn •i v- <br />N <br />LL <br />f-' a e- s <br />0� U C 00 <br />a <br />E �- <br />z�� <br />WJ C:) <br />Oz <br />�O <br />Z d <br />Z� <br />Ea <br />F <br />w¢�� <br />U Z O O <br />UO <br />Z�wa: <br />Lu <br />aw�g <br />1 <br />T� <br />W <br />�M�o <br />w <br />L <br />Q <br />�z <br />ZO <br />> <br />> <br />`// <br />U <br />Z Z <br />n3 <br />o <br />-0 <br />� <br />O <br />�a <br />U <br />= <br />fo <br />LU <br />o <br />O <br />< <br />X U <br />W <br />LW.rHa <br />0- <br />zi�(V <br />zaR�< <br />w Lug z <br />c�aa <br />Q <br />a LU <br />O � E O <br />Z <br />O 0.a <br />W o <br />Z <br />LU <br />Lr) <br />W <br />o,,� <br />a w I <br />� <br />L13 <br />57 <br />� <br />oZo <br />z�Z <br />l� <br />z <br />Cal151 <br />L0 <br />ZZ <br />o <br />a <br />= <br />z <br />Lu <br />r-I <br />Cl- <br />(n <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 2.0 <br />SHEET NO. <br />F 1 <br />