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2 VARIES 1'-10" 12" CAP CAP <br />2" *NOTE: iv <br />1" <br />N FOAM TO BE USED 1" RADIUS c 3 <br />ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS �M <br />REQUIRED BY = <br />COMMUNITY r� 4 1'-54" Mla <br />N 0o SPECS. IF NOT, 11 N A t v <br />1" 2" OPENING VARIES 2" 2" 3/4" RADIUS - <br />DETAIL TO BE 1" 1" <br />M BUILT W! STUCCO. 1/2" RADIUS 1" 1" <br />N 1" 4" VARIES <br />EDGE OF 1'-0" <br />v OPENING VARIES <br />1' 4" <br />0 22' VARIES <br />ri r 1 1 -4" 1 <br />12 VARIES <br />O <br />r <br />1 1/2" RADIUS <br />4 42 <br />4" 2 1/2" RADIUS <br />1" -" <br />34 4 <br />iO r d <br />Mld <br />N ck - CO <br />MIV <br />Mid rdl� T00 M AF CO <br />VARIES 12 32" 11 32" N <br />� HIV <br />�� 3" 2 2" BASE BASE <br />• <br />MI7 T 3�� 4 <br />r 1 1 "a 4 1 �_8,� <br />4 , • 1 O„ y� 4" <br />1U z o M <br />2 — m <br />*NOTE: VARIES 8" 2" z <br />z a <br />FOAM TO BE USED co <br />3„ ONLY WHEN CD <br />REQUIRED BY V-6" N z <br />COMMUNITY _ 1 �� C9 <br />SPECS. IF NOT, 1" OPENING VARIES 2' 1" 1''4" <br />DETAIL TO BE � Y <br />BUILT W/ STUCCO. 2" 211 21i V m <br />UM <br />EDGE OF <br />OPENING �- 6 • ' O c <br />Ln <br />• <br />w m <br />1-1/2" THICK 1-1/2" THICK ; o <br />o c U) ® Q <br />4" N <br />10" <br />a <br />�M <br />v, 14 or <br />10" 6" <br />v 24' N ���o� w z <br />rn <br />- � Z w M m z o w <br />c Q <br />-I� W <br />� - in` <br />o <br />LU <br />LL <br />W <br />r y pU v O <br />rnL°N f3 Ca <br />❑ ❑ <br />rn 4 6" to fn <br />2 N 2" 4" 3 2" 2" iv r�z: <br />rn <br />> > <br />N <br />Ln <br />I _M <br />rn <br />co <br />1-1/2" THICK 32 <br />24 �M <br />CID 52' 1'-5" 5z" <br />M1 <br />51" 1'-4" 3 <br />_ - - 4 cv I CD <br />00 IN -�Ic <br />� 2r I I rM <br />C1.4 <br />b III"`III"` <br />4" 1" 12" T VARIES VARIES <br />rn 1 <br />LO 2j <br />U) 2y„ <br />LU = 2 To the best of the Engineer's knowledge, information and belief, <br />M the structural plans and specifications contained within these <br />drawings comply with the 2017 Flodda Building Code - <br />VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for <br />v• the structural engineering portions of the drawing pages beading <br />Engineer's signature and seal. <br />T <br />Cn 4" 8 <br />3 2 c� z Z <br />3 <br />3„ 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 u z o <br />OPTIONAL OPTIONAL Q 0 Z <br />r �ti <br />rn - - <br />j ^ <V N H <br />N CO j CO 11r aF o¢ <br />a i Rb. 2 44' CD lQQ4r„ 3 y4" <br />N ¢ z w w <br />E 3" 4 m i ao 4" GARAGE DR. OPENING 4"4" WINDOW OPENING 4 z o <br />2 1`-d' `' NOTE: o > z <br />in c� z, <br />E IN 1, J 0 Z ¢ w Z <br />• INSTALL OVER STONE, TYP. 3 8 a o <br />• FIN . TO HAVE TRADITIONAL <br />VARIES W- Nw <br />LOOK & SMOOTH FINISH ) g = <br />• • • FOAM/ EPS MATERIAL IS =3 <br />p t <br />ACCEPTED g ao <br />CD t� v 15 ° 3 <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & 2'-1 1'-4" o <br />a SMOOTH FINISH 64 1'-64° 14, 12' In <br />0 2" . FOAM/ EPS MATERIAL IS ACCEPTED 54 1-12 S4" > co <br />i 3 -10 7 �, L <br />1u N <br />10" 1'-4" 10" o (Y') <br />- .— N <br />a � N <br />io <br />CV (13 <br />co Ik l /�� J C) <br />N Q o a� N <br />1" N m 2 <br />N <br />L/ramLO <br />CV L1 ! = r(_0 N r <br />�o • M 3 N N' r- z <br />a c� i� z E Q m <br />a U Q O <br />E v c <br />1" 'Qr0 1�,. JOB NO: 19-5901 <br />CID <br />2 <br />SCALE : AS NOTED <br />SHEET NO. <br />GENERAL NOTES: <br />W <br />o <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />v <br />N <br />