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VARIES 1'-1011 12' CAP = CAP <br />2" 2" *NOTE: N <br />1" RADIUS c) <br />iv FOAM TO BE USED <br />ONLY WHEN 3 1!2" RADIUS 1/2" RADIUS 8, 'O <br />REQUIRED BY =,N <br />COMMUNITY ^ _ 3/4 RADIUS <br />iv 00- SPECS. IF NOT, N <br />CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 1" <br />n CO BUILT W/ STUCCO. 1/2" RADIUS 1" 1" <br />N EDGE OF 1" 4" VARIES qc;" 41 1'-0" <br />�- OPENING VARIES 1q» <br />- oil 22" VARIES <br />12" VARIES <br />N SIN 1" 1'-0" 1" <br />1 1/2" RADIUS <br />2,� <br />4" _ 2 1/2" RADIUS <br />3a a <br />Z <br />A � t <br />io �� VARIES 1 11' N <br />r ^� W 2, 2.. BASE BASE <br />a 4 <br />1 1" <br />a <br />• CV <br />� N <br />11 N <br />N . r- <br />1 O <br />*NOTE: VARIES 8" 2" <br />AM <br />FOAM TO BE USED <br />3„ ONLY WHEN io <br />REQUIRED BY 1'-6" <br />6E <br />COMMUNITY = 1" <br />SPECS. IF NOT, 1" OPENING VARIES 2" <br />DETAIL TO BE <br />BUILT W/ STUCCO. 24» • <br />EDGE NG „ <br />OPENING <br />1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, <br />Q the structural plans and specifications contained within these <br />CV drawings comply with the 2020 Florida Building Code - <br />L 4" L 10~ <br />Residential An Edition. Engineer's signature and seal is only for <br />the 1 0" 6" Engineer's signaturenral ds of the drawing Pages bearing <br />6 <br />>Q Q> .=—= ',5V .WF•UQiNy <br />NoO@o_ZZ� cIJary <br />v <br />rnfC <br />❑a�Oc� �J�aW� <br />❑�iLLJo <br />421„ 'co" <br />Lo 0 2 G <br />NOo�LL <br />=N 0I <br />4" fo U¢R' <br />2" 4.W °Z GoN z <br />ZNMV o <br />W <br />1-1/2" THICK 31' z <br />214 2'-4" " 4" <br />511-5' 5? <br />54° 1'-4" 3" N0 <br />00 <br />N CID VARIVARIES 0Luc N <br />� o N <br />W Lu <br />t VARIES VARIES c Q <br />_ <br />4"8 1,. 1 <br />�� r w <br />U- z 7d <br />N I --------- N �1 +' I I I I E o LL <br />6" 4" KEYSTONE F11 0 00 r i w o <br />KEYSTONE F11 <br />iv iv OPTIONAL OPTIONAL U U U o <br />1 Ov F� Wa <br />zp <br />00 I /� _ _ o a o f <br />0 o a <br />ol <br />-� 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4 .� ro <br />`° �t R4d� 3 N rEo o w <br />ro <br />Z �Ngz <br />2.. �M 2 NO NSTALL OVER STONE, TYP. <br />O Uj J Qw = <br />• FIN. TO HAVE TRADITIONAL aVARI w W <br />LOOK & SMOOTH FINISH v 3 Q o G <br />• FOAM/ EPS MATERIAL IS a LL <br />ACCEPTED o w I= <br />a <br />co <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & 1 1� 1» 2'-1" 1-4" c 0 <br />SMOOTH FINISH 14' 1-6a' 1a' 12 J <br />f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1 5 " > L o <br />4" T-0" 4" <br />1 ~ 10" 1'-4" 10" T o N <br />■ 0O <br />0 0) <br />oo <br />- T <br />N C V mil/ <br />0 E d. <br />f0 r ai <br />2 C T— <br />oo <br /><V TLo <br />i 00 0�0 r <br />E M N o <br />00 0, • W E O h ` <br />ri c+) r c 6 T r— Z <br />Qj c <br />.Q d U -j Q 0 <br />7te <br />JOB NO: 21-1071 <br />1 SCALE : AS NOTED <br />SHEET NO. <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) F1 <br />Is ACRYLIC SAND FINISH <br />