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12 <br />5 <br />12 <br />5 <br />LEFT ELEVATION <br />SCALE: 1 /4"=1'-0" <br />12 <br />5 <br />ROOF SHINGLES PER <br />COMMUNITY SPECS <br />(TYP.) <br />ROOF SHINGLES PER <br />COMMUNITY SPECS <br />(TYP.) <br />12 <br />5 ri= 12 <br />�l 5 <br />*25 SH .35 SH <br />RIGHT 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 />FINISHVv�';t`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 />FEB ° 3 2#11 <br />w '•'��'A <br />a <br />i\t <br />Lu <br />0 J H <br />W wZO� <br />wIZ0 <br />> cr 0 <br />W =�I- <br />v)UWw <br />a p w <br />a. ;wg <br />c <br />Y 0 H Z <br />cy u- 0 0 <br />Z Z Z H Z <br />cr-ga�J <br />Wa=ca <br />000 <br />aZo <br />i� <br />cz <br />O � <br />a <br />Q <br />0 <br />U) <br />U <br />Z <br />0 <br />o <br />m <br />~ <br />0 <br />� <br />w <br />0 <br />w <br />w <br />w <br />a <br />Q <br />o� <br />U) <br />U) <br />z <br />0 <br />IL <br />O <br />U <br />L.1 <br />O� <br />� <br />�zaaaaa <br />o <br />COMMUNITY: <br />f <br />SPRINGS <br />PLAN # 6101 <br />RELEASED: 02/04/21 <br />SHEET <br />A2.2, <br />