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2" <br />1" <br />2" <br />VARIES <br />*NOTE: <br />1'-10" 12" <br />_ <br />1" RADIUS C9 <br />iv <br />FOAM TO BE USED <br />ONLY WHEN <br />1/2" RADIUS <br />3 1/2" RADIUS <br />REQUIRED BY ^ <br />COMMUNITY <br />=N <br />3/4" RADIUS 4 V- " _ Iv <br />iv <br />= <br />eo <br />SPECS. IF NOT, � <br />DETAIL TO BE 1" 2" OPENING VARIES 2" 12- <br />N <br />`� <br />iv <br />BUILT W/STUCCO. <br />1/2" RADIUS <br />1" 4" VARIES <br />1• <br />EDGE OF <br />OPENING <br />_ `' <br />VARIES <br />0 <br />CO) 2 <br />T <br />0.4 <br />21 ' VARIES <br />4n " n <br />� <br />4 <br />1" <br />4° 42 <br />_ <br />my <br />N <br />2„ <br />'- <br />12' VARIES <br />r� <br />1 112" RADIUS r <br />CO = <br />1 <br />VARIES 12 <br />9�1 I I I I <br />11 32" <br />1 <br />2 1/2" RADIUS <br />T <br />3„ <br />2° 2" <br />A-V 1 n 1 n <br />T <br />SIN <br />T ss�� <br />„ 4" <br />O <br />1,_vn <br />4n <br />BASE <br />� <br />• <br />� <br />8" 2" <br />1,-0" <br />4" <br />*NOTE: VARIES <br />ncq <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, ill OPENING VARIES 2" <br />DETAIL TO BE 2' 2" <br />�N <br />1'-6" <br />1" <br />ill1'-4" <br />r- <br />1' <br />fO <br />is <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />r <br />2�n <br />� <br />O <br />CV <br />4" 10" <br />2j" <br />`=7 <br />10" 6" <br />N <br />1-1/2" THICK <br />1-1/2" THICK <br />IV <br />_ <br />r <br />Ll <br />�n <br />L <br />2 <br />2" 4„ 3" <br />tV <br />6„ <br />2" 2n N <br />I <br />W <br />W <br />N <br />1-1/2" THICK <br />r� <br />= <br />2'-4" <br />V-10" <br />" 4„ <br />12" <br />52" 1 �_5" <br />f241" <br />�K <br />1-4" 3" <br />N <br />_ <br />� <br />� <br />e <br />Ac <br />N <br />w <br />2;" <br />VARIES <br />VARIES <br />i <br />i <br />i <br />. <br />32" <br />Q`b <br />NOTE: <br />INSTALL OVER STONE, TYP. <br />iv , iv <br />, <br />(D ; CO <br />R6, <br />P <br />1 <br />¢ <br />^ <br />Q- . j." <br />z 4q <br />6" 4" <br />N N <br />_ <br />ca R4d�" <br />• <br />• FIN. TO HAVE TRADITIONAL <br />• FOAM/ PS MATERIAL IS LOOK & SMOOTH FINISH VARIES <br />_ <br />ACCEPTED r <br />2" <br />2 <br />KEYSTONE F11 r � <br />OPTIONAL <br />VARIES <br />• <br />Me*' <br />• <br />a <br />$n <br />I <br />3" <br />' 4" GARAGE DR. OPENING 4" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK &-6" <br />SMOOTH FINISH <br />1" 12" <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />VARIES <br />3'-8" <br />1 " <br />4" 31_0" 4" <br />r <br />"NI <br />�- <br />10" 1'-4" 10" <br />f2" <br />--NI <br />� <br />KEYSTONE F110000 <br />OPTIONAL <br />N <br />c <br />_ <br />N <br />' 4" WINDOW OPENING 4" <br />5t" 11_12n 5" <br />} �7.„ } <br />I I <br />� Q <br />Ch (h r <br />GENERAL NOTES: <br />�� <br />N� <br />1n <br />_ <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />_ <br />� <br />T <br />n <br />C� LO <br />Z o <br />o <br />z <br /><1 <br />J <br />z <br />N C9 <br />cn <br />(D- <br />w <br />�_ p <br />— <br />m <br />Ow <br />t` <br />= <br />0 <br />o mo <br />~ <br />M U <br />m� <br />w <br />F— E <br />mMm <br />c m m <br />E22m <br />— 0 <br />= CD <br />0.20 <br />lL m <br />ID <br />U� <br />rL-. <br />L~y <br />�Qo <br />rt7 OC_ <br />Q m <br />Q O <br />A1 <br />N�C�B�D-C <br />O <br />N <br />N <br />5i N <br />o v rn CV <br />p O N p <br />O CON <br />Z O <br />cN+) rn CO <br />�a N o ci,�LL <br />L.L z <br />Q' V Q too- <br />i� O 0 <br />Z Z <br />O O <br />0 <br />W a m< N <br />N O U <br />J D <br />C, 0 <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 />O <br />O <br />z fV <br />O au n <br />�-4:+-Jo <br />O <br />�>-IM <br />Q u Ln <br />.O <br />Q LL <br />Q .'. <br />zH U Q� <br /><ce <br />Zfu <br />� fp <br />W o F- <br />J� LU <br />d- <br />J <br />�z <br />zQa <br />�a <br />¢fir <br />z80 <br />�Luw� <br />J <br />Lam? <br />o <br />W <br />oo <br />L <br />Q <br />z z <br />}o <br />� <br />> <br />T� <br />C <br />C <br />z z <br />g <br />4� <br />U <br />O <br />J <br />� <br />_ <br />1— <br />Lu <br />P 0 <br />I-� <br />0 <br />2m2 <br />Z <br />Z <br />W <br />Ll� <br />a <br />Q o <br />J <br />W <br />Q <br />Z <br />O z U <br />LLI <br />� <br />¢ W z <br />r-i <br />Z <br />tu <br />a;� <br />Lnz <br />CIDg <br />= <br />J <br />az <br />,--I <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION N0. 2mO <br />SHEET NO. <br />F1 <br />