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2" <br />V. <br />2" <br />*NOTE: <br />VARIES <br />1" RADIUS <br />M <br />iv <br />N <br />N <br />oo = <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" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />N <br />N <br />3 1/2" RADIUS <br />3/4" RADIUS <br />1/2" RADIUS <br />1" <br />a <br />4" <br />1/2" RADIUS <br />VARIES <br />VARIES <br />- <br />Mla •-IN <br />0 <br />CV <br />22 <br />VARIES <br />4„ <br />34, 4„ <br />r%Hv <br />1„ <br />JUT <br />4 42" <br />y y <br />II 'Ir Ihlj <br />_ W <br />3" <br />rIN <br />„ <br />a <br />/ <br />LLL2„ <br />I I <br />I I <br />VARIES 12 <br />2 2 <br />• <br />M <br />11 <br />32" 11" 42„ <br />1,_8„ <br />14 <br />1 1/2" RADIUS <br />2 1/2" RADIUS <br />12 VARIES <br />BASE <br />ITN <br />in r <br />to <br />• <br />3„ <br />*NOTE: <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 />VARIES <br />OPENING VARIES <br />2" 2" <br />EDGE OF <br />OPENING <br />2 <br />8" 2" <br />�N <br />1 _6, <br />1" 1'-4" <br />_ <br />1" <br />CD <br />r <br />�I7 <br />N <br />I <br />I <br />12' <br />CO <br />/ <br />rw <br />r <br />24, <br />O <br />, <br />101,CV <br />t„ <br />2a <br />� <br />10" s° <br />CV <br />Z, <br />(D <br />1-1/2" THICK <br />1-1/2" THICK <br />ry <br />IN M <br />1„ <br />2 <br />Zv <br />2„ 4„ 3„ <br />2" 2„ iv <br />W <br />W <br />1>1 <br />1-1/2" THICK <br />2a„ <br />SIN <br />C� <br />52, <br />2'_4" <br />1,-5„ �„ <br />1'-10" <br />32„ <br />� _� <br />3" 1n <br />w <br />Q <br />M <br />t <br />54„ <br />� <br />I <br />1,�„ 3„ <br />4?� <br />N <br />LJ <br />22" <br />rM <br />- <br />e <br />41 <br />VARIES <br />VARIES <br />4" <br />32„ <br />Iz- <br />Q� <br />VARIES <br />VARIES <br />KEYSTONE F11 <br />OPTIONAL <br />o <br />T <br />rn <br />KEYSTONE F11 °° <br />OPTIONAL <br />r--------- _ <br />00 <br />tO ; RsCD <br />1� <br />2' 4a' <br />`� a R4��" v <br />2" <br />chi' <br />• <br />2 <br />4" GARAGE <br />DR. OPENING <br />4" <br />3' 4 ' 4" <br />• NOTE: <br />OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />3" <br />WINDOW OPENING 4"" <br />VARIES <br />f2" <br />co <br />N <br />1 " <br />_ <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-8" <br />4" 3'-0" 4" <br />10" 1'-4" 10" <br />14" 1''Sa" 14" <br />iv <br />12 <br />�„ <br />1,_12, �„ <br />qy 7„ <br />V-4„ <br />CV <br />_ <br />CV <br />T <br />CN <br />�^ <br />' <br />N <br />°? 9 IT <br />M M r <br />1" <br />Rzo" <br />GENERAL NOTES: <br />lci <br />• <br />• <br />6 <br />1.5 LBS DENSITY STYROFOAM <br />POLYCOAT (HARD COAT) <br />ACRYLIC SAND FINISH <br />to <br />Ch <br />Z cn <br />o <br />— o <br />Z <br />Z <br />Q <br />Z <br />U0 CD <br />(v <br />) <br />U,;k <br />Q <br />U - <br />0 w <br />� <br />� <br />~ <br />o <br />ca <br />VInI— <br />IMU <br />o 0 <br />m � <br />W <br />E <br />—8 <br />W <br />�M M <br />C N fM <br />2 ;O M <br />CN <br />Ooo <br />t lL� <br />Sao <br />Y <br />Q Of <br />10 O C <br />06 <br />a O <br />A 1;e° <br />B D. <br />�~- <br />O <br />� � N <br />co <br />co <br />C� <br />N <br />.w <br />V C o °' <br />d <br />Z <br />Ci <br />Z <br />d <br />H rn <br />7 lL a <br />L ?'d <br />N <br />o <br />a� <br />z <br />vwrn <br />0 m 4 a <br />L QCQ N <br />�trrn«I <br />LL <br />O <br />m m <br />W vQN <br />N <br />J o <br />In <br />U O <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 />0 <br />Z fV <br />O (U n <br />IH 4-J Q <br />t>-i M 00 <br />M <br />Ln <br />Ln <br />Q L- LL. <br />z�"- CL M <br />ry 00 <br />Q � � <br />zU <br />Z <br />J <br />W <br />d- <br />�z <br />w� <br />za <br />r48p <br />Z W WqQ <br />U Z Z <br />< <br />- f J <br />W <br />o-�8 <br />L <br />QICU <br />? O <br />in 3 <br />x <br />Oz <br />=w <br />U <br />W <br />F <br />o <br />o <br />I- <br />-j <br />LL <br />U.,8j <br />N <br />A <br />5�9-1 <br />� J <br />Q <br />W O <br />Zak <br />L <br />L <br />E <br />Q <br />Lij <br />a <br />ZI-Z <br />z � <br />k a <br />Ln <br />M <br />In <br />Z <br />�0 <br />m <br />O <br />Z <br />g <br />LU <br />= <br />o <br />z <br />Uj <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />F1 <br />