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0 <br />rj <br />WINDOW TRIM DETAIL <br />/ SCALE: 3/4"=1'-0" <br />GARAGE TRIM DETAIL <br />SCALE: 3/4"=1'-0" ""°° <br />T <br />d <br />T <br />STUCCO <br />WITH SAND FINISH <br />FOAM MEDALLION DETAIL <br />SCALE: 3/4"=1'-0" <br />11 <br />ROOF SHINGLES PER <br />COMMUNITY SPECS <br />(TYP.) <br />`35 SH <br />SCALE: 1 /4"=1'-0" <br />12 <br />5 <br />12 <br />5 <br />35 SH <br />BLDG. HEIGHT <br />ROOF SHINGLES PER <br />COMMUNITY SPECS 1'-0" $'-0" 1'-0" <br />(TYP.) <br />4" WIDE STUCCO 12 12 <br />BAND (+1) 5 12 <br />5 0 � 12 <br />HEEL HIGHT T 5 5 ROOF SHINGLES PER <br />'a - - - - - - - Fr=7- COMMUNITY SPECS <br />4" WIDE STUCCO (TYP.) <br />BAND (+1) <br />4" �, CRICKET 6" WIDE STUCCO <br />o T.O.. _MASONRY _ _ _ _ _ E BAND (+1) <br />T.O. WINDOW,- <br />-- <br />lo <br />4" WIDE STUCCO <br />BAND(+1) <br />18"DECORATIVE I El p El El El El F=I <br />FOAM SHUTTERS I 1 <br />4 WIDE STUCCO <br />BAND (+1) <br />*25 SH 2'-0" STUCCO 2 <br />FIN FLR N BAND RETURN <br />3068 16070 GARAGE DR. <br />FRONT ELEVATION <br />SCALE: 1 /4"=1'-0" <br />PAINT AND FINISH SCHEDULE / KEY <br />PAINT COLOR SCHEME <br />SURFACE TEXTURE / FINISH KEY <br />BODY COLOR <br />TEXTURE <br />FINISH <br />TRIM COLOR <br />SAND <br />FINISH <br />NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE <br />SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, <br />HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, <br />JAMB, HEAD & SILL THE TRIM COLOR. <br />STUCCO INSTALLATION <br />STUCCO AND PORTLAND CEMENT PLASTER SHALL <br />BE INSTALLED PER THE CURRENT AS'IM C926 & C 1063 <br />REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE <br />STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED <br />OVER METAL OR WIRE LATH AND SHALL NOT BE <br />LESS THAN 2 COATS WHEN APPLIED OVER MASONRY <br />CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO <br />DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. <br />OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS <br />PER ASTM C1063 (CURRENT EDITION) <br />WEEP SCREED SHALL BE INSTALLED AT ALL <br />STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY <br />AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) <br />e��e®®gym Rs <br />0 782' <br />r <br />� • 7a <br />AT <br />o• <br />�®!1 <br />cc <br />W <br />� 2 � <br />�:OOI- <br />5:crLu <br /><o <br />LLIZ)pH <br />UWw cn <br />Q p W <br />> JY� <br />Y O F- Z <br />LL.00U) <br />Z z z F— Lu <br />Z_ <br />-1 Q J <br />Wa.=�� <br />� U) 00 <br />= Z LL U) <br />�F—QZ❑ <br />cc C <br />ZZ <br />� Q <br />O � <br />�i Q <br />H <br />U) <br />z <br />O <br />M••w <br />V <br />O <br />> <br />Im <br />w <br />0 <br />w <br />o <br />w <br />z <br />w <br />a <br />M <br />cts <br />U) <br />Imm <br />m< <br />Z <br />O <br />o <br />A <br />Z <br />O_ <br />U <br />U) <br />W <br />z <br />oa <br />cn <br />W <br />A <br />Z' <br /><a <br />vie <br />e <br />LT.. ' <br />.F e. <br />Nov 2 3 2021 <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS <br />PLAN # 6101 <br />RELEASED:11/19/21 <br />SHEET <br />A2.1 <br />