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2" <br />1" <br />iv <br />r- <br />iv <br />2" <br />N <br />eo <br />`D <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 />SIN <br />^ <br />N <br />12' <br />CAP <br />1" RADIUS <br />1/2" RADIUS <br />3 1/2" RADIUS <br />3/4" RADIUS 4 1 -54' <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />MIV <br />= <br />ch <br />�M <br />c l� <br />Mla -IN <br />CAP <br />iv <br />io <br />1" 1" <br />1" 1" <br />1-4" <br />0 <br />En12' <br />2�" <br />2 <br />1 1/2" RADIUS <br />VARIES <br />VARIES <br />SIN <br />r <br />1 1 <br />4 <br />31, <br />34 4 <br />rilC <br />�Ta <br />Ta 1" 1" <br />3 <br />c%N V <br />N <br />N <br />pp <br />3" <br />N <br />r 3„ 3" <br />4 4 <br />- <br />l9MIS <br />VARIES 12 <br />,,, ," <br />z z <br />�M <br />32" 11 32' <br />1" 1" <br />1' 8" <br />1" <br />2 1/2" RADIUS <br />BASE <br />L r <br />(D <br />iv <br />BASE <br />4 <br />yam. <br />12„ <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 />2 <br />�'N <br />1'-6" <br />1" -4 1'" <br />1" <br />�� <br />2a' <br />� <br />AV- <br />1-1/2" THICK <br />1-1/2" THICK <br />4" 10" <br />0 <br />NEIN <br />4 <br />10" 6" <br />_ IV <br />zo <br />SIN <br />0) <br />3" <br />4 <br />2 <br />I <br />N <br />2" 4, 3„ <br />6" <br />2" 2" N <br />C0 <br />o <br />fn <br />Cr <br />21" <br />1-1/2" THICK <br />32' <br />M <br />r <br />2'-4" <br />1'-101, <br />' <br />_ <br />00 <br />L81 <br />1, 4" 3" <br />_ 2� <br />4 <br />all 1" <br />12' <br />0 <br />VARIES <br />VARIES <br />111 <br />2 <br />w <br />Q <br />_ <br />IN <br />M <br />t <br />N <br />22MIN <br />• <br />VARIES <br />VARIES <br />32 <br />Q4' <br />r--------- <br />cv i ci <br />I <br />I <br />00 I <br />cfl i R6., cn <br />,I2 <br />I`- <br />N <br />3c <br />�� �D �gti <br />� <br />^ <br />^p <br />2' 4q" <br />6" 4" <br />CV CV <br />2 <br />- <br />KEYSTONE F11 CD <br />r <br />OPTIONAL <br />4" GARAGE DR. OPENING 4" <br />00 c <br />KEYSTONE F11 <br />OPTIONAL <br />3" <br />3" <br />L3�1 ' 4" WINDOW OPENING 4" 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 />VARIES <br />2" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />4. 1, 64., 14, <br />1SMOOTH <br />12' <br />6 <br />653" <br />4 <br />1,, <br />2'-1 <br />543'' <br />O <br />OO <br />1 <br />3'-8"7" <br />4" 3'-0" 4" <br />10" V-4" 101, <br />b <br />N <br />�' <br />(V <br />1 <br />� <br />- <br />FO <br />T <br />CV <br />o0 O <br />1 " <br />Rro., <br />2 <br />N� <br />O <br />GENERAL NOTES: <br />� <br />I <br />I <br />!;2 <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />oQ <br />O <br />N <br />O <br />N <br />ZOR <br />0 <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />qW <br />N <br />O V E <br />pop <br />N it <br />N <br />I1 <br />o <br />co,O <br />'o J <br />0 <br />N <br />J O <br />�0LL N <br />LL # W <br />LL �- <br />di <br />Q <br />Z <br />0 0O <br />22 <br />N m LL <br />, <br />� <br />0_ d = <br />z W <br />R: <br />0 R <br />Wmo�OfO <br />m_ <br />' O <br />m <br />0mom¢ <br />W <br />LL <br />Ern°' <br />¢J a <br />z <br />N Q M z <br />U 0 J <br />z <br />°d <br />OO❑ <br />W <br />M .O <br />M <br />V <br />p <br />Z N S <br />W <br />Z � tD <br />o <br />Z <br />Q <br />J M <br />'� N <br />(A <br />cn <br />z 2 <br />(VI/1 <br />� <br />11 LL <br />•0 <br />Vi Y <br />W O <br />O <br />V) <br />Uj <br />c o <br />o <br />ws <br />MalI— <br />t— <br />U M <br />m <br />w rn <br />2 E <br />O <br />=� <br />Z <br />U o' N <br />�0 <br />r� <br />m <br />� <br />w <br />Cl) <br />z <br />o <br />z <br />Q <br />� <br />LJL <br />0-E <br />0 <br />E <br />zo <br />�� <br /><_ <br />rs <br />z <br />0� <br />00 Y <br />I— <br />XOU <br />�0 <br />0. <br />O E <br />N <br />&a <br />az <br />aQ <br />ao <br />o <br />a <br />�w <br />c <br />< <br />m� <br />O <br />¢ ° <br />z z <br />U) <br />fl- <br />OLL <br />< <br />go <br />a <br />W 0 <br />=K <br />U <br />> <br />o <br />CC)d <br />� <br />Uj <br />o. <br />z¢ <br />z o� <br />03 <br />�M <br />0 <br />= <br />> M <br />N <br />^L1 <br />W <br />ca <br />c� <br />r( <br />LO <br />W <br />� <br />T <br />�1 <br />O <br />0 <br />m <br />� <br />c <br />� <br />T <br />� <br />° o <br />c) <br />� <br />T <br />T <br />= I,�^ <br />M N <br />r- <br />T <br />LO <br />O <br />c'M T <br />0 <br />z <br />E 0 <br />d <br />c <br />c <br />a. <br />U <br />Q p <br />JOB <br />NO: <br />20-1785 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />