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VARIES 1'-10" 12' CAP = CAP <br />T <br />2 2" *NOTE: <br />1"RADIUS �`' <br />N FOAM TO BE USED <br />ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS �M to <br />REQUIRED BY <br />COMMUNITY 3/4" RADIUS 4 <br />N cc SPECS. IF NOT, �C14 <br />`o DETAIL TO BE ill 2- OPENING VARIES 2" 21 <br />M BUILT W/ STUCCO. 1/2" RADIUS 1" 1" <br />(V <br />EDGE OF 1" 4" VARIES MIV •=1N 1'-0" <br />1^ OPENING VARIES 1'-4" <br />1 VARIES <br />io 22 1„ 11 1'-4" 1 <br />12 VARIES <br />N rIN 1 n 1 _01" <br />1 1/2" RADIUS <br />41" 2" <br />4" j 4 2— 2 1/2" RADIUS <br />34' 4' - <br />� T <br />Mld II f+ c <br />I V <br />VARIES 12 <br />3" ' 32 11" 32 <br />� rIV <br />T SIN 1" 2 <br />4 ' 1" 1" 1„ BASE BASE <br />3, 1-8" <br />rile 1" 1" 4 <br />4 4" <br />N <br />N <br />N <br />N _ <br />12' � <br />*NOTE: VARIES 8" 2" <br />FOAM TO BE USED <br />3„ ONLY WHEN <br />71 <br />REQUIRED BY <br />1'-6" � <br />COMMUNITY = 1" <br />T SPECS. IF NOT, 1" OPENING VARIES 2 C; 1" 1'-4" I I <br />DETAIL TO BE 2" 2" <br />BUILT W/ STUCCO. <br />EDGE OF ki <br />OPENING <br />1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, <br />Q the structural plans and specifications contained within these <br />3 CV _ drawings comply with the 2017 Florida Building Code - <br />v 4" 1 �" rm Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />s" � <br />24 N �wl NOUN <br />UN W <br />c A Lpoo <br />Op N_ f0 pp <br />T F U N # <br />> t <br />- N cm <br />'R J <br />.p Id'� CF)y �i C� N N N J LL _ <br />T <br />N M M W fq <br />IN rIV <br />N M :, J "a rn Z O <br />Lo <br />Z r m � 0 0 <br />0 4' 6 U) fn 0! <br />C � m <br />2 N 2„ 4" 3, 2- 2 iu �� Z N o rt o <br />m <br />a <br />w w W o rnrn J ¢ <br />_� <br />> >,,' W N Q c� t- J <br />1-1/2" THICK 1 c� M <br />21„ 2 z N o <br />4 <br />-1C 2'-4" <br />0 52 1'-5" 52 — M <br />54" 1' 4„ 3„ cn cJ o <br />co IN IN — LL <br />0 � <br />174, <br />,& 1" 12" o VARIES VARIES .0 ,,, g w. <br />N Y <br />o�l0 1 N F- W <br />0 2 N fg '-' � <br />iu <br />22' w LLJJ CAN � <br />Q a = N <br />v >SVARIES VARIES 65 T ®Q <br />a �m <br />• Q N <br />. 4" 8,� 1,��1 � w <br />3 � 31 q> ` Z <br />r �� 6" J �4" KEYSTONE F11 0 YSTONE F11 <ry <br />M <br />o N iv ��' I I OPTIONAL OPTIONAL Eo z e <br />I U F� oa <br />N j CV N Fm- z u oo <br />o (o ; <n 1 1 3 o< <br />'46" 2 44 v R44r" N _= w w <br />wo <br />t° + ' 4" GARAGE DR. OPENING 4" 3 4 TKE <br />WINDOW OPENING 4" 4" <� mo <br />E `"� NOTE: w a w <br />rr'TaFr <br />U) i 2 -7N 1 c Y z <br />• INSTALL OVER STONE, TYP. z fn <br />J z <br />`v • FIN. TO HAVE TRADITIONAL °' o I a z <br />= VARIES a ¢ w w <br />J LOOK & SMOOTH FINISH > <br />m • <br />/ • • • FOAM/ EPS MATERIAL IS z �, <br />y ACCEPTED <br />co 8. o <br />o NOTE: I` 8 3: <br />c • FIN. TO HAVE TRADITIONAL LOOK & 1 1'-6sl 1 1 2'-1" 1'-4" o N <br />cal 2" • FOAM/ PS MATERIAL IS ACCEPTED 14 4 14' 1SMOOTH FINISH <br />2" 4 2 4' v, co5 1 1U 5 1 <br />L <br />3 8 Tl N „` <br />1,10" 1,�" 10,E � iv <br />/ O <br />o . <br />v N <br />J CV \ Y N <br />o <br />U CD <br />tZ 1" G- N e0 <br />1„ CDI- U) <br />N _ o d- <br />cV <br />o O <br />_ <br />rn L n <br />45 T <br />I CO n n r <br />N M .. <br />E Z o0 o IT• <br />N <br />MMr z E Occ <br />0 <br />w <br />U .� Q 76 p � <br />12„ JOB NO: 20-8077 <br />1 SCALE : AS NOTED <br />N SHEET NO. <br />GENERAL NOTES: <br />� M <br />o <br />• 1.5 LBS DENSITY STYROFOAM <br />m POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />v <br />to <br />