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VARIES 1'-10" 12 CAP = CAP <br />1 I 2" *NOTE: _ iv <br />iv FOAM TO BE USED 1"RADIUS ih <br />ONLY WHEN ^ 1/2" RADIUS M <br />REQUIRED BY - 3 1/2" RADIUS <br />SIN <br />COMMUNITY - 3/4" RADIUS 4 1'-53" <br />iv oo = SPECS. IF NOT, N MIS d <br />m ill2" OPENING VARIES 2" 2" <br />i� ih <br />DETAIL TO BE 1° 1" <br />BUILT W/ STUCCO. 1/2" RADIUS <br />N EDGE OF 1" 4" VARIES MIS 1'-01, <br />1• OPENING VARIES 1 �" <br />0 22"' VARIES <br />M 1 <br />O 12" VARIES <br />iV SIN <br />r <br />1 1/2" RADIUS <br />4" Ail. <br />4° � � I I 2 1/2" RADIUS o <br />�" <br />3q— 4„ <br />LO <br />:— C] <br />N (p <br />rl_N \\\ <br />to <br />VARIES 12 32 11" 32' j <br />(D •'la <br />r ryN 3" Z" 2' 1" 1" 14 BASE BASE <br />ai' la i n ill T a' 4" 1-8" <br />3yn <br />4 <br />1'-0" �4" y <br />Id M .- <br />1 o <br />O <br />*NOTE: VARIES 8" 2" z <br />z 1 <br />FOAM TO BE USED a <br />3„ ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, illOPENING VARIES 2L" �N 1" 1'-4" a I-'22 <br />DETAIL TO BE 2 2 `r <br />BUILT W/ STUCCO. (Do — <br />p - <br />EDGE OF , N = N <br />OPENING <br />N <br />r U m <br />rn <br />w <br />I— m E mI ` <br />1-1/2" THICK 1-1/2" THICK <br />4" 10" cv r ¢ lo <br />'Mr m <br />rn 10" 6" N <br />v 2a N U) Z <br />j N o <br />m "IV rmk W � OaQ 'o y n <br />r = ,�t� ♦� _m d o ZO <br />O V Q am LK <br />W <br />O - - r Z CO <br />-IN rlvUW a " a "' o <br />N m N U A <br />3" ❑ ❑ <br />Lu <br />rn a 6" cn cn <br />u 2" 4„ 3" 2" iv W W <br />z N 2' M <br />4714 <br />oo <br />/ ? N <br />M) M <br />I <br />rn <br />S co <br />1-1/2" THICK 32 0 <br />21" <br />� 4 <br />L 2'_4" - <br />c 52� 1'-5" <br />51" <br />= 4 1'-4" 3„ <br />zo <br />IN N <br />J a" 1" 12 LO co <br />o VARIES VARIES <br />N <br />� 2N <br />rn � h <br />W = 22 , To the best of the Engineer's knowledge, information and belief, <br />> M the structural plans and specifications contained within these <br />jdrawings comply with the 2017 Florida Building Code - <br />e r VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for <br />-v i • the structural engineering <br />v <br />rn ' 1, - T g g portions of the drawing pages bearing <br />4" 8" 1 ' �1 o w <br />Engineer's signature and seal. <br />Z <br />� 3.� 6" 4" KEYSTONE F11 0 � KEYSTONE F11 00 _ <br />OPTIONAL OPTIONAL ii Eo 0 o <br />- - U Ro w¢ <br />O 00 _ j - ^ N CV r0 X D oo <br />C° I R6„ (o 2' 44' (° _ R4_r„ = 3" O E a d Z <br />a r a v L3" 4" s, z <br />" S W w <br />o + 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4' az mo <br />ciY o� <br />2, 1 • INSTALL OVER STONE, TYP. <br />Go 2 3 n�2 NOTE: m ¢ w <br />>Z <br />z cn 'z <br />in -� < w Z <br />ogo <br />• FIN. TO HAVE TRADITIONAL �' a z <br />L VARIES cLLOOK& SMOOTH FINISH <br />� w <br />• FOAM/ EPS MATERIAL IS az _? <br />y ACCEPTED o Ja �o <br />zo <br />NOTE: <br />d �a <br />o • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o <br />o SMOOTH FINISH 14 1'-64" 14' 12„ 2-1 <br />f2" • FOAM/ EPS MATERIAL IS ACCEPTED 5a 1 -12 54 <br />U4" 3,_0" 4" W <br />1 " 10„ 1,-4„ 10„ L.n <br />i <br />li <br />o ao 0 <br />■L <br />C) <br />CIO <br />,x L <br />0 (O i� V <br />� _ <br />o ~ •� O <br />o' Tve 3 0) <br />p/ram <br />9 V ■TT L1 <br />oo-N ..{� N r <br />»= r <br />o d O M N o <br />c °° Q <br />Z E ICU <br />12 m <br />rn 'QQ, 0 ¢ U <br />c = <br />o a m c <br />11" JOB NO : 19-5892 <br />2 <br />SCALE : AS NOTED <br />GENERAL NOTES: SHEET No. <br />N �N� <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) F 1 <br />• ACRYLIC SAND FINISH <br />0 <br />G <br />C/7 <br />