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0 <br />FOAM LOUV <br />SCALE: 3/4"=1'-0" <br />ER DETAIL <br />V ' <br />GARAGE HEAD TRIM DETAIL <br />SCALE: 3/4"=1'-0" <br />1 WINDOWSILL DETAIL <br />SCALE: 3/4"=1'-0" <br />FIN. FLR. <br />1'-0" <br />1 '-0" <br />4" WIDE STUCCO BAND (+1) <br />z <br />z <br />a <br />m <br />O <br />C'0 U <br />r U <br />T D <br />F <br />u <br />O <br />FIN. FLOOR_ <br />GRADE <br />12 <br />5 <br />REAR ELEVATION <br />SCALE: 1 /4"=1'-0" <br />12 <br />5 <br />16070 GARAGE DOOR 3068 <br />FRONT ELEVATION <br />SCALE: 1 /4"-1'-0" <br />12 <br />5 ROOF SHINGLES PER <br />COMMUNITY SPECS (TYP.) <br />12 <br />5 <br />BLDG. HEIGHT <br />T ROOF SHINGLES PER <br />COMMUNITY SPECS <br />(TYP.) <br />6" FASCIA (TYP.) <br />T.O. WALL <br />_ <br />T.O. WINDOW <br />4" WIDE STUCCO BAND (+1)_ <br />o <br />N <br />00 <br />_— 4" WIDE STUCCO BAND (+1) <br />N <br />SECOND FLOOR <br />_ <br />M� <br />T.O. MASONRY,00 <br />- <br />— T.O. WINDOW <br />r- <br />7— 4" WIDE STUCCO BAND (+1) <br />00 <br />_ FLOOR <br />_FIN. <br />GRADE <br />PAINT AND FINISH SCHEDULE / KEY <br />PAINT COLOR SCHEME <br />SURFACE TEXTURE / FINISH KEY <br />TEXTURE <br />; �,::, :^x.; <•`:;j! <br />BODY COLOR <br />FINISH <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 />Ir <br />W <br />�-2CC <br />w00 <br />O <br />>c ao <br />W :D 0 H <br />(/) 0 W <br />QZWF-- <br />0- <br />U) W W <br />Y01-Z <br />�Ii00w <br />Z Z Z H Lu <br />°C Z <br /><2 <br />W�=�IZ <br />CL <br />-i(npOU <br />Z)=zlL (n <br />Q?o <br />n <br />Q <br />Z0 <br />0 <br />Q o <br />Q <br />U) <br />z <br />0 <br />0 <br />o <br />u <br />o <br />W <br />W <br />W <br />0 <br />z <br />0 <br />U) <br />w <br />w <br />0 <br />0 <br />x <br />z <br />� <br />}o_� <br />0. <br />w <br />U <br />W <br />0 <br />z <br />Z <br />O�/� <br />d <br />♦ <br />U) <br />a <br />a <br />a <br />a <br />a <br />JAN 1 <br />COMMUNITY: <br />LINKS A CALUSA <br />SPRINGS <br />PLAN # 6103 <br />RELEASED: 1/14/22 <br />SHEET <br />A2 0 1 <br />