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VARIES 1'-10" 12„ CAP CAP <br />2" *NOTE: iv <br />1" RADIUS C'' <br />N FOAM TO BE USED <br />2" REQUIRED BY - 3 1/2ONLY WHEN" RADIUS 1/2" RADIUS tD <br />�'IN <br />t� <br />1„ COMMUNITY N 3/4" RADIUS a 1'-54",� <br />00 SPECS. IF NOT, C° I Mla <br />DETAIL TO BE 1" 2" OPENING VARIES 2" � <br />1" 1" <br />BUILT W/ STUCCO. 1/2" RADIUS <br />1" 1" <br />EDGE OF 1" 4" VARIES MI7 rIN <br />r- M <br />OPENING VARIES 1'-4" <br />cv o 21„ VARIES <br />M 12, VARIES <br />r' IN <br />1 1/2" RADIUS <br />4 Ail. 2" <br />4" � � _ � 2 1/2" RADIUS <br />34' 4' <br />LO <br />N M� SIN <br />cMly' �� TCO M <br />VARIES 12 Ei 7 " <br />32' 11" 32, N <br />,,, BASE BASE <br />r N 3" z 2 <br />MTv r 4„ :3l, <br />;3,, <br />1,_8„ <br />1'-0" <br />N iz„ <br />"NOTE: VARIES 8" 2„ <br />FOAM TO BE USED <br />3„ ONLY WHEN <br />REQUIRED BY 1'-6" <br />COMMUNITY 1" <br />SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" <br />DETAIL TO BE <br />�DE BUILT W/ STUCCO. <br />EDGE OF 2a • <br />OPENING �— <br />1-1/2" THICK 1-1/2" THICK <br />O <br /><V <br />4" 10" <br />10" 6' <br />21„ Ij�l( N <br />4 � <br />V <br />IN <br />3„ <br />a 6" (� <br />2„ 4„ 3„ 2„ 2„ ivLUIN <br />rM <br />2 N <br />1-1/2" THICK 32" <br />24„ <br />r <br />2'-4" 1'-10" <br />52. 1'-5" 51" 7„ 4„ <br />51„ 1,-4„ 311 <br />4 ty <br />ICV _ rM <br />r� 1, � 2' <br />a" 1" 1z VARIES VARIES <br />2 <br />w 22„ <br />� rM <br />VARIES VARIES <br />I • <br />4„ 8„- <br />32„ �g - _ <br />W <br />6" 4" KEYSTONE F11 b EKEYSTONE t` <br />ill i N Fz1 �a �, OPTIONAL <br />I � <br />00 <br />I <br />'46- CO 2 4a `D v R44r„ 3„3„ <br />4" GARAGE DR. OPENING 4" 3 4PENING 4" 4" <br />IN <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />VARIES • FIN. TO HAVE TRADITIONAL <br />' • : • : LOOK &SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & i 3 2_jl, I_ 1'-4" <br />SMOOTH FINISH 1a' 1'-64" 14� 1z" <br />2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' S4' <br />3'-8" 7„ iv <br />4" S-0" 4" <br />1 " 10" 1'-4" 101, - iv <br />0 <br />00 <br />�tE <br />N <br />1„ N <br />1,o <br />cli <br />(V <br />eo o -lt • <br />M M <br />1 " Rr0„ <br />2 <br />N� O 1'-1" 1" GENERAL NOTES: <br />1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />N <br />0 <br />Cn <br />d <br />C2 <br />y W <br />L <br />, <br />ca N� <br />9 <br />N G <br />d f^ <br />61 + <br />cc d d d <br />c E <br />l4 r� <br />v <br />F- <br />M <br />O <br />CV <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />�i; <br />W <br />O E <br />N O C c0 ti <br />® <br />� a) <br />-o cD <br />uj <br />3 <br />L.L a- <br />a <br />Z <br />-a Y <br />N C O (n <br />4 <br />W <br />O <br />r- O <br />W <br />) <br />� m 00 Cl) <br />Z Q r <br />Q x o <br />bU v <br />Z <br />El <br />M � <br />N M <br />0 00 <br />z <br />z o <br />J <br />rz <br />E3 <br />v) <br />M <br />''z(^ <br />QXQ) <br />V O <br />CIJ <br />w <br />® m <br />U <br />O <br />N <br />w o <br />Ly N <br />�V) <br />cn <br />(� <br />r-- <br />C> � <br />c <br />f i"4 <br />A t.J? <br />w J <br />f_ � E <br />zl�.,... <br />�j <br />I ail III I <br />(..) 'o <br />u) <br />C N <br />¢ o <br />o <br />N m <br />o <br />J< <br />W <br />UL <br />L.� <br />@ <br />Q p <br />Cv <br />wo <br />�g <br />> N <br />Q� <br />1, r0 <br />0 <br />00 <br />o E <br />o <br />oz <br />VJ C <br />zz <br />U <br />mo <br />J <br />F ° <br />�z <br />y <br />Q0 <br />0 <br />W <br />!/J > <br />C) <br />o <br />LL <br /><o <br />a <br />N W <br />m <br />a� <br />1 <br />0 <br />c 0 <br />J <br />LOrn <br />LO <br />E <br />Q <br />c� <br />� <br />N <br />:3 O <br />N <br />= <br />cc <br />� <br />oNO <br />co <br />4-1 <br />Q <br />O <br />Cn <br />01) <br />� <br />N <br />CD <br />O <br />.Q <br />(0 CV <br />0) <br />00 <br />L() <br />LO <br />T <br />(LO <br />i <br />c <br />Z <br />m <br />Z <br />O <br />o <br />N <br />a <br />E <br />U <br />Q p <br />o <br />JOB <br />NO: <br />23-06128 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />-1.i-; L,' '1 II[,I I, �f-."' ..n..1 l.i1 w 1 1 1 11 tI I- - 1- -- ( -_. I._.. - -r -------- T-1 — --, <br />