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C" <br />L0 <br />LO <br />Cr <br />V) <br />C:) <br />r") <br />CD <br />L0 <br />L0 <br />=3 <br />Cr <br />C:) <br />L0 <br />U') <br />Cr <br />- Z_ <br />1 <br />C' <br />-3r-- <br />C <br />ZE) <br />E <br />0 <br />v <br />a <br />a <br />CD <br />r 7 <br />E2 <br />—0 <br />0 <br />C-) <br /><1 <br />U <br />2 <br />tz: <br />t; <br />C'4 <br />C14 <br />C14 <br />0 <br />2" <br />1. <br />2" <br />2" <br />V <br />00 <br />(D <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 IL12"'. OPENING VARIES <br />BUILTW/STUCCO. <br />EDGE OF <br />OPENING <br />C"! <br />31" 11.1 31" <br />2 2 <br />1 <br />V-8" <br />11" <br />2 <br />14 <br />6 <br />1" RADIUS <br />I/ <br />1/2" <br />3 1/2" RADIUS - - <br />3/4" RADIUS <br />q <br />1/2" RADIUS <br />ill- 4" <br />21" <br />2 1" <br />L 6 2 <br />A 1/2" RADIUS — <br />2 1/2" RADIUS <br />CAP <br />RADIUS <br />R' <br />V-534" <br />VARIES <br />VARIES <br />VARIES <br />VARIES <br />BASE <br />CY) <br />Aj� <br />I N <br />CAP <br />(D <br />7'�l _' <br />V-4" <br />(D <br />BASE <br />IM <br />4" <br />4" <br />341" 4 <br />71-It <br />j4 <br />41" <br />4" 2 <br />C14 <br />1�v 00 <br />3" <br />3" <br />2" <br />COV <br />11" <br />VARIES 2 <br />1" <br />_2: 2 <br />I r <br />4 <br />4 <br />rwp <br />AS <br />2 <br />3-1 <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, ill <br />DETAIL TO BE _1_;� <br />BUILT W/ STUCCO. <br />VARIES <br />. OPENINGVARIES <br />2' <br />EDGE OF <br />OPENING <br />8" 2" <br />V-6" <br />ill 1141 <br />co <br />LU <br />1-1/2" THICK <br />1-1/2" THICK <br />41" <br />2 21 4 <br />=IC14 r';31 <br />3., <br />4 <br />4 <br />1" <br />4" <br />101, <br />101, 6" <br />6" <br />11 14 <br />2" 2" <br />CD <br />21l 4-1 <br />2- ]3' <br />21" <br />4 <br />00 LO 11 <br />4 4" <br />2 <br />1-1/2" THICK <br />2'-4" <br />3" <br />2 <br />, W'2 <br />7l' 4" <br />C? <br />:: r�l <br />-4— El <br />31" <br />51" 11-51, 51" <br />2 2 <br />51 <br />4 <br />VARI <br />VARI <br />VARIES <br />VARIES <br />r4" 1 8" <br />--------- -- <br />------- - <br />00 <br />(0 <br />�2 I' <br />31" <br />A+ 2 <br />KEYSTONE F1 1 <br />OPTIONAL <br />44"' GARAGE DR. OPENING 4l' <br />00 <br />KEYSTONE F1 1 <br />OKE NLE F 1 :1!A <br />0 AL <br />PTION <br />YSTC: VL3 <br />3" 4 1' 4" WINDOWOPENING 4" <br />NOTE: <br />9 INSTALL OVER STONE, TYP. <br />a FIN. TO HAVE TRADITIONAL <br />LOOK& SMOOTH FINISH <br />* FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />6" 4" <br />7" <br />4, <br />VARIES <br />2" <br />(D <br />00 <br />0 <br />o? I? <br />NOTE: <br />a FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />9 FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-8" <br />4" T-0" 4" <br />101, 101, <br />14 4 <br />N <br />2 <br />& <br />5 <br />2'- 1 <br />2 <br />7" <br />i3a <br />4 <br />1'-4" <br />C14 <br />Clil <br />2 <br />GENERAL NOTES: <br />1.5 LBS DENSITY STYROFOAM <br />0 POLYCOAT (HARD COAT) <br />0 ACRYLIC SAND FINISH <br />A 0 <br />co <br />C%j <br />C=, <br />>< <br />Fu LL, a- <br />0 <br />C, <br />L <br />< 0 <br />n C: <br />> <br />�75 <br />0 <br />Lu> <br />C14 <br />2! <br />cl-> <br />C14 <br />50 <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 2020 <br />Florida Building Code - <br />Residential 7th 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 />CID E <br />co 8 <br />CC" N cj <br />6 cs, 2 <br />c: Lu <br />LL. �U" <br />z <br />0 <br />0 <br />1 8 <br />1 <br />4 ; 2 -, ow '- 9 <br />N 0 <br />W <br />W <br />=3 . <br />0 r- 03 < <br />< <br />z <br />LL <br />0 <br />Z !�2 0 <br />< n 0 <br />0(-) _j co <br />0 v <br />MR <br />V) <br />'S <br />(1) <br />0 <br />4-1 <br />M <br />0 <br />LL, <br />minE <br />8 <br />U o <br />o <br />cc) <br />1z <br />z <br />U_ <br />E <br />z <br />0 <br />o. <br />Qo <br />c' <br />zCL <br />c=) E <br />C, <br /><z <br />z <br />Q) <br /><. <br />w� <br />=3 <br />U:) <br />� z� <br />o� <br />mo <br />ol <br />z' <br />>' z <br />Z <br />�o <br />Rw <br />w <br />< <br />Im <br />zz <br />o <br />'o <br />z <br /><3 <br />c=) <br />z <br />�wE <br />m <br />c:) <br />�J' <br />C:) <br />> L0 <br />LO <br />LO <br />0) <br />2 <br />0 <br />lwl__� <br />< <br />(D <br />Cr) <br />0 <br />C� <br />(y) <br />0 <br />-9 <br />C.0 <br />C\1 <br />C) <br />Lo <br />cy) <br />LO <br />LO <br />< <br />04 <br />E <br />Z' <br />'E <br />6 <br />z <br />z <br />E 10 <br />u) <br />c <br />cc <br />IL <br />E <br />0 <br />0 <br />2 <br />16 <br />0 1 <br />_j <br />JOB <br />NO: <br />22-02399 <br />SCALE : <br />AS NOTED <br />SHEE7 NO. <br />F 1 <br />