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11 1 1-211 211 <br />FOAM LOUVER) 3 f <br />DETAIL <br />SCALE: 3/4"=1'-0" <br />GARAGE DOOR <br />2 DETAIL <br />SCALE: 3/4"=1'-0" <br />4" <br />STUCCO <br />BAND = +1 <br />18" FOAM <br />PANEL +1 <br />SHUTTER <br />WINDOW <br />4" <br />STUCCO <br />BAND <br />WINDOW TRIM <br />DETAIL <br />1 <br />SCALE: 3/4"=1'-0" <br />co <br />35 SH <br />REAR ELEVATION <br />SCALE: 1 /4"=1'-0" <br />4" WIDE STUCCO <br />BAND (+1) <br />6" FASCIA (TYP.) <br />6" WIDE STUCCO <br />BAND (+1) <br />2 <br />12 <br />5 ' <br />EJ. <br />NO ENNNIF-M-11=11FUNIN-11 <br />INNIFUNNIM-11 <br />ilia_11 Im <br />milml 'nj _11 mil <br />16070 GAR. DOOR 4" WIDE STUCCO <br />5:12 <br />FRONT ELEVATION <br />SCALE: 1 /4"=1'-0" <br />— - -- ROOF SHINGLES PER <br />COMMUNITY SPECS. (TYP.) <br />*35 SH <br />12 <br />� 5 <br />12 <br />71 5 <br />ROOF SHINGLES PER <br />COMMUNITY SPECS. <br />(TYP.) 4" WIDE STUCCO <br />BAND (+1) <br />6" FASCIA (TYP.) <br />EJ �� T.O. MASONRY <br />r` <br />T.O_WINDOW r <br />i <br />r i <br />i <br />co <br />bo <br />----- . '25 SH <br />FIRST FLOOR <br />GRADE <br />A <br />FIN 1ST FLOOR <br />BLDG. HEIGHT <br />PAINT AND FINISH SCHEDULE / KEY <br />PAINT COLOR SCHEME <br />SURFACE TEXTURE / FINISH KEY <br />BODY COLOR <br />TEXTURE <br />FINISH <br />;;;;'?a:'•�^.: = j: <br />:..:, <br />}a..:. <br />SAND <br />TRIM COLOR <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 ASTM C926 & C1063 <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 C1063 (CURRENT EDITION) <br />cc <br />W <br />Wz0= <br />0 P <br />Wo ao <br />H <br />cnUW W <br />�F--->J <br />= cc M <br />Y 0 F- Z <br />LL00U) <br />Z Z Z LLJ <br />~ Z_ <br />Ir�QJ <br />UI CL A LL <br />mcna00 <br />2 Z I.1- U) <br />�P<Z6 <br />cz n <br />Qo <br />H <br />O <br />O <br />O <br />U <br />C� <br />O <br />I� <br />Im <br />(n <br />w <br />c <br />a Z <br />0 <br />O <br />O <br />Q 0 <br />O <br />�w <br />w <br />Z� <br />o w <br />a <br />cn <br />� <br />LLM <br />w <br />�i <br />'Q <br />CL <br />Z <br />G <br />z <br />0o <br />'Q��, ��C E Ng' rf�y/ �f♦ � <br />No 77824 <br />STATE OF <br />C2 <br />commumvy.. f <br />UNKS AT ALUSA <br />SPRINGS E <br />PLAN # 6120 <br />RELEASED: 9/17/21 i <br />SHEET <br />AZI I <br />