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2.. <br />1" <br />iv <br />N <br />2" <br />iv <br />c0 = <br />`O <br />�■ <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" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'_1p.. <br />= <br />^N iv <br />_ <br />1' <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS 1�_54 <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />= <br />Cl) <br />= <br />c+"i <br />erne ,�N <br />CAP <br />_ <br />_n <br />c <br />1" 1" <br />1" r <br />1'-0" <br />1-4' <br />c <br />M T <br />N <br />22.. <br />1" <br />VARIES <br />VARIES <br />r <br />AN <br />1.�.. <br />1 1/2" RADIUS <br />4" <br />2"_ <br />= <br />T <br />2 1/2" RADIUS <br />�. <br />3q � <br />e <br />I I I I <br />c 3" <br />VARIES 1.. <br />2.. <br />v <br />34" 11" 34" <br />1" 1" <br />1" <br />BASE <br />in <br />ZD <br />co <br />N <br />BASE <br />4.... <br />1 _8.. <br />a <br />I <br />� <br />N <br />411 <br />1� <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN =ZIE <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />EDGE OF <br />OPENING <br />2"� <br />= <br />�' <br />I I <br />�_ <br />1'-6" <br />1„ 1'-4" <br />_ <br />T <br />�4 <br />2 „ <br />' <br />1-1/2" THICK <br />e <br />'N <br />1-1/2" THICK <br />0 <br />fV <br />21" <br />4 <br />_ <br />� <br />10" 6" <br />'Ij�l� fV <br />r� <br />T CY) <br />T <br />co � <br />L2 <br />4" <br />6" <br />U) <br />(n <br />/ <br />1-1/2" THICK <br />1" <br />2q <br />ry� <br />54" <br />2'-4" <br />1,-5„ 5�' <br />4" <br />00 =IN <br />54" <br />1-4' 3" <br />1" <br />In I N <br />O <br />*- <br />'yc <br />VARIES <br />VARIES <br />W <br />t <br />i <br />N <br />DR <br />• <br />VARIES <br />VARIES <br />4" 8" <br />_________ <br />iv r N <br />r <br />00 <br />to i Rs io <br />-� <br />2 <br />1 " <br />� <br />�1, �,. <br />Q- <br />44° <br />R11* <br />KEYSTONE F11 0 � <br />OPTIONAL <br />4" GARAGE DR. OPENING 4" <br />KEYSTONE F11 00 <br />OPTIONAL <br />". <br />LT' 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 />6" 4" <br />'�� '� <br />1 1 ('4 <br />1° = Rq <br />VARIES <br />f2" <br />(O <br />00 <br />1.. <br />_ � <br />� <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-8" <br />4" T-0" 4"" <br />101-4-101, <br />1 � �„ a" <br />1y" 1- 1 <br />O <br />r <br />io <br />CV <br />1 " <br />z <br />54" <br />2'_1.. <br />1'-11' 54" <br />7" <br />. <br />_ <br />N <br />N <br />c <br />N <br />r- <br />T <br />CO <br />N <br />� <br />N <br />4 <br />00 O IT <br />CM M r- <br />1" <br />2 <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />0 ACRYLIC SAND FINISH <br />0 <br />0 <br />N <br />(�p <br />O <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 8th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />'W <br />Cp <br />O cl p�� N N 4t <br />Li <br />•'� 4 <br />- <br />d% <br />7 -, -, d <br />U. <br />M <br />a <br />tll W (n <br />aimiL a� <br />� c <br />O <br />0: <br />W <br />a m <br />E91 <br />Z <br />� N O h <br />Z <br />z <br />¢ <br />NM <br />0IL J <br />°� ❑O❑ <br />W <br />0 <br />F <br />z N <br />Z <br />Q <br />N <br />Z <br />C2 <br />C9 � <br />0 <br />W <br />V�ZD <br />a® <br />U 00 <br />w <br />p g <br />= <br />Oki <br />o <br />M <br />w <br />J <br />ce <br />ig <br />Z' <br />o° <br />g <br />a£ <br />aE <br />) U <br />Qw^O <br />00 <br />Z <br />_CLo <br />N <br />L <br />o� <br />a? <br />rp <br />�= <br />o <br />z <br />J <br />° <br />� <br />z <br />N <br />� 3 <br />N <br />gW <br />LL <br />�o <br />U <br />�w <br />Wa3 <br />U <br />O <br />~ <br />�pJ�w <br />0 O <br />o <br />zl°d <br />U 3 <br />0 <br />23M <br />= <br />M <br />ai <br />W <br />m <br />i✓ <br />V <br />N <br />U <br />00 <br />I.`^L <br />� <br />i <br />O <br />Q <br />V <br />_O <br />rO� <br />V <br />m <br />0 <br />ET <br />ca Q <br />V+ <br />LO <br />_ <br />I <br />N_ <br />o <br />,r <br />Y J <br />r <br />00 <br />rn <br />T' <br />ai <br />O <br />M <br />N <br />c <br />Z <br />C <br />E O <br />E <br />L w <br />o <br />C <br />c <br />0- <br />0 -1 <br />¢ o <br />JOB <br />NO: <br />20-3572 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />