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VARIES 1'-10" 12' CAP _ CAP <br />2„ 2" *NOTE: iv <br />1" <br />iv 1" RADIUS <br />FOAM TO BE USED <br />ONLY WHEN r` 1/2" RADIUS -1� <br />REQUIRED BY 3 1/2" RADIUS <br />*=1N <br />COMMUNITY 1'-5 " <br />iv 0 - SPECS. IF NOT, � iv 3/4" RADIUS q q17 � <br />`0 DETAIL TO BE 1" 2" OPENING VARIES 2" "2' 1" 1" <br />M BUILT W/ STUCCO. 1/2" RADIUS 1" 1" � <br />N EDGE OF 1" 4" VARIES <br />=N <br />1' OPENING VARIES V-4„ <br />0 22 VARIES <br />V-4„ <br />r 12 VARIES <br />iv -N <br />1 1/2" RADIUS r <br />4„ 42� 2„ <br />4„ �i 2 1/2" RADIUS <br />„ I I <br />34 q Ln _ a <br />_ 12i 1 <br />oily IV' Op rm _ <br />cD <br />_ VARIES 12" 32 11"„ <br />HIV <br />T 3" 1" BASE BASE <br />ITN 2 2 <br />3" <br />4 <br />tO <br />N 11„ z N o <br />2 <br />*NOTE: VARIES 8'� 2" <br />4 — <br />FOAM TO BE USED co a o <br />ONLY WHEN <br />3 REQUIRED BY 1 6 N z <br />COMMUNITY 1" ty 0 u- <br />SPECS. IF NOT, jai 1" 1'-4" Y <br />1" OPENING VARIES 2 w o <br />DETAIL TO BE 2' 2" <br />tp .BUILT W/ STUCCO. a <br />EDGE OF .V 0 <br />24„ . O <br />N c E <br />OPENING 6 � ' �� o <br />• ' U m <br />W <br />all E <br />1-1/2" THICK 1-1/2" THICK U o 8 <br />9 c U) d ®Q <br />101, CN <br />¢ � m <br />II 0 <br />N O <br />1 10 � N o �� <br />2q„ <br />cn � w w <br />-I`r - LU m LL= w 3 az <br />S � � _ .Ww � �cnn'SQ p cG <br />Nl I V N� -- °' ¢" <br />CV �+� (per O _m C' Gl <br />-IN - Z N a Q <br />t W Q N¢ "'C <br />n M O V V <br />rn �„ ❑ ❑ <br />6 Cn fn <br />1„ 2„ 4„ 3, 2„ N w w <br />cl�0 2 N 2„ Q Q Tcn Cn <br />LO o <br />I N <br />O� M_ <br />O <br />1-1/2" THICK 32' <br />2q, N <br />51 1, 5„ 51' 4„ <br />x _ 54 <br />04 Op IN �`J IN <br />O <br />OO <br />—' 3" 12 VARIES VARIES <br />o q j" � 2 <br />c? <br />rn 1„ <br />w, ,�. 2 To the best of the Engineers knowledge, information and belief, <br />Q M the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />t VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering e 4„ portions of drawing pages beanng <br />Iz Engineer's signature and seal. <br />M z <br />co <br />00 <br />�o �W <br />3 <br />6" 4" KEYSTONE F11 0 YSTONE F11 s o z N <br />r-------- �� <br />LL w <br />OPTIONAL OPTIONAL Q E 1 <br />E o <br />CV CV R o <br />44 - N Qo J <br />N I /� o ¢ o <br />R6, ca z 44, R r„ 3„ o f a z a <br />4" GARAGE DR. OPENING 4" 3 q 7KE <br />WINDOW OPENING 4" 4" ._ M m o <br />2 NOTE: ~ ` a�i " m < W <br />CD <br />U z <br />f/1 <br />U) W <� <br />x <br />• INSTALL OVER STONE, TYP. 3 sw Z o <br />VARIES • FIN. TO HAVE TRADITIONAL a Nw <br />• M =3 <br />• LOOK & SMOOTH FINISH <br />FOAM/ EPS MATERIAL IS <br />ACCEPTEDw a <br />NOTE: <br />O a= <br />tl' Ol OV § <br />1'-4" o • FIN. TO HAVE TRADITIONAL LOOK & ` <br />11,E 1,_63„ 1 11 2'-1 ' � 0 <br />t3 SMOOTH FINISH 4 4 4 2 <br />0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54' 11-12 51,E > d' <br />i 3'-8" 7„ N L <br />y w, <br />1„ 10 1 4 10 <br />c N <br />U - <br />co <br />J - Q <br />N CD <br />o N <br />- - <br />^, <br />N W co <br />� <br />n <br />A <br />N , — Z T <br />o � N r � T— <br />o <br />w M N o <br />5 bo oE E <br />NZ <br />Z E c <br />U 0 q p � <br />m <br />N 1„ Rro„ - 12, JOB NO: 19-5900 <br />1„ T <br />SCALE : AS NOTED <br />W SIN O <br />SHEET NO. <br />GENERAL NOTES: <br />O M <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) F1 <br />• ACRYLIC SAND FINISH <br />0 <br />