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1" <br />211 <br />*NOTE: <br />VARIES <br />1'-10" <br />121 <br />1" RADIUS <br />T <br />C9 <br />N <br />FOAM TO BE USED <br />ONLY WHEN <br />31/2" RADIUS <br />1/2" RADIUS <br />REQUIRED BY <br />COMMUNITY <br />^ <br />Y^ <br />3/4" RADIUS 4 <br />1' " <br />iv <br />00 s <br />fC <br />SPECS. IF NOT, <br />DETAIL TO BE <br />I �,'I <br />1" 2" OPENING VARIES 2" " <br />N <br />1/2" RADIUS <br />— <br />N <br />BUILT W/ STUCCO. <br />1" 4" <br />VARIES <br />Aa ` <br />1" <br />EDGE OF <br />OPENING <br />_ r <br />VARIES <br />0 <br />ih 01 <br />N <br />„ <br />VARIES <br />4" a' <br />2„ <br />—� <br />1 1/2" RADIUS <br />12" VARIES <br />4-4 <br />e <br />VARIES 12,1 <br />MCV <br />111 � ,11 <br />�2 11 z <br />111 <br />2 1/2" IRADIUS <br />T <br />AN 3" <br />2� <br />111 1" <br />ZO <br />1" 111 <br />r $11 <br />q <br />T �11 Y" <br />4 <br />11 pll <br />-O <br />BASE <br />4 <br />/ <br />*NOTE: <br />VARIES <br />8" 2" <br />4" <br />3„ <br />co <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, ill <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />2" <br />2" <br />_ <br />�N <br />1'-6" <br />1" 1'�" <br />1,1 <br />%D <br />.- <br />12" <br />EDGE OF <br />OPENING <br />• <br />T <br />O <br />1 <br />N <br />2�11 <br />• <br />'. <br />4" 10" <br />21" <br />_An <br />10" 6" <br />N <br />1-1/2" THICK <br />1-1/2" THICK <br />I <br />to <br />C = <br />r <br />7 <br />]3- <br />i <br />e <br />111 <br />2" A 11. 1 <br />4 <br />6" <br />211 f <br />MW <br />W <br />W <br />� <br />M� <br />1-1/2" THICK <br />.11 <br />2111 <br />_ <br />2'.4" <br />1 <br />51" 1, A11 3" <br />4 <br />=_ <br />1 1 ' <br />1111 <br />Rzo <br />T <br />c <br />,,, <br />L k Ed <br />W <br />VARIES <br />VARIES <br />Q c�' <br />> <br />I <br />' <br />• <br />0"M <br />Y O <br />321, <br />A <br />1 <br />�Ri <br />NOTE: <br />INSTALL OVER STONE, TYP. <br />r------- -- <br />N I N <br />00 = i <br />e <br />^ <br />41" <br />g" 411 <br />N <br />_ ]�6 <br />io [;"y4j- <br />• <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />VARIES <br />r <br />2 <br />I <br />� <br />KEYSTONE F11 <br />0 <br />� <br />OPTIONAL <br />VARIES <br />• <br />• • <br />• <br />^„11 <br />NOTE: <br />4" GARAGE DR. OPENING <br />4" 3 <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />Lin1'-6t 'r, <br />iz' <br />2" <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />VARIES <br />3'-8" <br />11, <br />4" 31-0" 411 <br />- <br />r <br />101, V-4" 101, <br />00 <br />N <br />KEYSTONE F11 <br />OPTIONAL <br />O0 <br />n <br />N 111 <br />A1,. <br />Q11 <br />�7 4 <br />1" <br />o <br />r <br />_ <br />e <br />T <br />4" <br />WINDOW OPENING <br />4" <br />2'-111 <br />53" 4" <br />/" <br />4 ¢, <br />M M T <br />GENERAL NOTES: <br />701, <br />1" <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH' <br />0 <br />1'7111 in <br />111 <br />�• <br />, <br />, <br />� <br />Rip <br />IN <br />0 U') <br />Z o <br />— o <br />Z <br />J <br />CL <br />z <br />Q) <br />U-) <br />w <br />U — <br />Ow <br />0� <br />�- <br />0 <br />CO ce) <br />i� t!i <br />o 0 <br />U <br />Lij <br />a fM M <br />G M <br />H <br />— o <br />N-DfCi -Do2)N <br />U <br />win M: N <br />C LL CO <br />i I <br />� <br />I, 9I N <br />E�1 <br />11 p <br />o� <br />QOo) <br />rn¢o <br />N, C, H,D•C <br />�vr. <br />/T1 I <br />® <br />v (p N <br />Ln N <br />Y �/� o r v rn (V <br />rI 00N p O <br />C C�'D <br />- O <br />iV m rn <br />LL Z <br />cc:pp <br />r-�NMo Oa <br />Wa N <br />91 V <br />u <br />W <br />Z ai m � <br />508� <br />� <br />E�� <br />RL3y.o oho <br />m m <br />W NaCO <br />-' o <br />OO <br />00 <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 Sth 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 />C) <br />ON <br />Z <br />O (1) n <br />W <br />> U/ <br />O <br />M <br />aL <br />z <br />a cn•�� <br />Ln <br />Q LL <br />r1l U <br />a E00 <br />z § <br />WJ CD <br />d' <br />W� <br />z a <br />z <br />�F <br />z <br />�iZo0 <br />U <br />t Z <br />Q <br />gFw <br />IL, 00 <br />L1J <br />QQ <br />co W o <br />s_ <br />0 <br />oZ <br />Z o <br />U <br />zz <br />o <br />V <br />LU <br />og <br />o <br />N: <br />W <br />0&985 <br />N <br />A <br />1 ` <br />aOE <br />W 2 J <br />aW Q j <br />Q}� <br />.�� <br />Z <br />Z <br />w <br />In <br />aZO <br />��� <br />J <br />I <br />LI.I <br />�Zo <br />00 <br />5" <br />Z <br />LUa� <br />��z <br />k <br />�j <br />a � <br />m <br />Orn <br />^ <br />QZ <br />J <br />= <br />¢z <br />*-1 <br />a <br />U) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />SHEET NO. <br />F1 <br />