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1 2„ <br />iv <br />M <br />2„ <br />N <br />00 <br />CO <br />1- <br />VARIES <br />*NOTE: <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 />1'-10" <br />_ <br />iv <br />12' <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 112" RADIUS <br />4 1'-5-4" <br />3/4" RADIUS Mla <br />1/2" RADIUS <br />VARIES <br />T <br />M <br />_a <br />`t <br />MIa rIN <br />CAP <br />�, <br />Co <br />1" 1" <br />1" 1" <br />1'-4" <br />0 <br />M _ <br />211,VARIES <br />12 <br />1 1/2" RADIUS <br />VARIES <br />rT <br />4111 <br />11 4„ <br />MIt <br />�Ta <br />3„ <br />41„ <br />I <br />- - <br />r 00IN <br />"N 3" <br />•- 4" 4" <br />2„ <br />VARIES 12 <br />2' 2° <br />C� <br />32' 11 32' <br />1" 1" <br />1" <br />2 1/2" RADIUS <br />BASE <br />- <br />in r- <br />iv <br />BASE <br />4 <br />, <br />1'-0" <br />N <br />,2, <br />"NOTE: <br />VARIES <br />8" 2" <br />3„ <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 />OPENING VARIES <br />2" 2" <br />EDGE OF <br />OPENING <br />_ <br />1" <br />2a <br />cD <br />1-1/2" THICK <br />1-1/2" THICK <br />0 <br />cV <br />101, <br />�M <br />„ <br />241 <br />Ala <br />� <br />10" <br />N <br />ba r(0 <br />(0 IN C't) <br />3„ <br />4 <br />1„ <br />2 <br /><V <br />2„ 4" 3„ <br />2„ 6„ N <br />2' <br />w_ <br />w <br />= <br />1-1/2" THICK <br />32° <br />24„ <br />r� <br />2'-4" <br />4„ <br />51 ' <br />1 -5" 52' <br />4" 1" <br />1,_4„ 3„ <br />12 <br />r, <br />51„ <br />4 <br />VARIES <br />VARIES <br />211 <br />w <br />��� <br />22„ <br />VARIES <br />VARIES <br />411 8„ <br />s2 <br />Q4' <br />____ ____ <br />CV 1 _ CV <br />1 <br />00 _ I _ <br />Rco <br />J2 <br />�M <br />3„ <br />Q,'� �D` �< <br />4 i <br />6" 4" <br />'I'— ' <br />FV CV <br />4)Y43„co <br />2 <br />KEYSTONE F11 0 _ <br />OPTIONAL T <br />4" GARAGE DR. OPENING 4" <br />KEYSTONE F11 00 <br />OPTIONAL <br />3„ 3'4 <br />3 4 4" WINDOW OPENING 4" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />VARIESraw <br />2" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />14 1'-64" 14 <br />12, <br />53,' <br />2'-1" <br />1'-12' 54' <br />00 <br />1" <br />_ � <br />3'-8" <br />4" 3'-0" 4" <br />10" 1' 4" 101, <br />d. <br />Q0 O <br />- <br />N <br />7„ <br />� <br />N <br />- <br />CV <br />CN <br />1 <br />0 <br />5 <br />o0 O <br />ih M r- <br />1„ <br />2 <br />GENERAL NOTES: <br />M <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />4 <br />N <br />O <br />CV <br />O <br />O <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineers signature and seal. <br />W <br />W <br />Q <br />pip <br />O V 0 N N 3k <br />O p ClJ <br />Uj <br />O <br />-, <br />M <br />a <br />Q <br />Z <br />13 <br />y S <br />� <br />U <br />W y <br />a uj <br />5 X <br />r <br />a>O_ <br />Xm0 <br />W <br />ILW <br />IL <br />M 0 P­ <br />2E°'a' <br />Jpa <br />z <br />a <br />O9 N O <br />N Q M Z <br />O N <br />V J <br />d < <br />U <br />❑ El <br />W <br />M � <br />"g <br />z <br />z o <br />Q <br />J M <br />a_ <br />N <br />a <br />0 <br />C! <br />(6 <br />�r 1 <br />Vi Y <br />w a <br />0 <br />Q n <br />Q <br />0 <br />V <br />N <br />r— <br />� a <br />wZD <br />U m <br />w 0 <br />F— m E <br />8 <br />o�..... <br />=1�. <br />_ ° <br />U 0 <br />) <br />t <br />14 <br />c <br />coz <br />M <br />¢ <br />zo <br />is E <br />0 <br />z O <br />0 � <br />z <br />y 2 <br />4 N <br />p <br />o E <br />U <br />d' <br />00 <br />0 <br />'0 <br />& <br />N <br />z <br />'0 <br />¢o <br />a <br />�w <br />CC <br />j <br />oY <br />U <br />Nm <br />m0 <br />O <br />O� <br />Z <br />(n J <br />a' <br />Q W <br />�z <br />0) <br />N <br />o <br />z O <br />g <br />� <br />U 3: <br />LL <br /><0 <br />a <br />�, W <br />xK <br />r- <br />00 <br />�� <br />¢a <br />Or <br />a0 <br />co <br />aj <br />d <br />zIa <br />0 <br />2M <br />,o <br />= <br />L <br />m <br />n1 <br />W <br />� <br />:3 <br />Y , <br />N <br />U <br />00 <br />ILLS <br />j <br />r <br />O <br />e <br />m <br />o <br />E N <br />T <br />t0 p <br />�- <br />.0 <br />= (N <br />r <br />T <br />T <br />U-) <br />00 <br />� <br />a� <br />E <br />T <br />c <br />M <br />o <br />Z <br />E Q <br />`� <br />a <br />E <br />U <br />Q p <br />c <br />JOB <br />NO: <br />20-3573 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />