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WINDOW TRIM DETAIL <br />SCALE: 3/4"=1'-0" <br />WINDOW SILL DETAIL <br />SCALE: 3/4"=1'-0" <br />1'-10" <br />SCORED <br />RAISED <br />BAND <br />FOAM PANEL DETAIL <br />SCALE: 3/4"=1'-0" <br />ROOF SHINGLES PER <br />COMMUNITY SPECS <br />(TYP.) <br />4" WIDE STUCCO BAND (+1) <br />6" FASCIA <br />4" WIDE STUCCO BAND (+1) <br />18" DECORATIVE FOAM <br />SHUTTERS <br />4" WIDE STUCCO <br />BAND (+1) <br />12 <br />5 <br />REAR ELEVATION <br />SCALE: 1 /4"=1'-0" <br />12 <br />5 <br />12 <br />5 <br />5:12 <br />ROOF SHINGLES PER <br />COMMUNITY SPECS (TYP.) <br />FIN. FLR. <br />BLDG. HEIGHT <br />22"x38"STUCCO <br />0 PANEL DETAIL <br />ROOF SHINGLES PER <br />12 COMMUNITY SPECS <br />12 (TYP.) SLOPE 5:12 <br />5 12 —1 <br />- <br />4" WIDE STUCCO BAND (+I) <br />5 �\_ <br />N - �` - . , _ 6" FASCIA <br />�...� T.O. WALL <br />T.O. WINDOW <br />7�- - � - F <br />- 18" DECORATIVE FOAM � <br />J SHUTTERS <br />- r 2 4" WIDE STUCCO BAND (+1) o <br />-1 s <br />00 <br />CJ \ / I N F! <br />_ _ _ 6:12 ROOF SHINGLES PER I <br />-- <br />/�� "3050 SH (V *3050 SH CJ 12 i 3050 SH COMMUNITY SPECS (TYP.) (V <br />6 4" WIDE STUCCO BAND (+1) <br />N T.O.2ND FL _ T.O.2ND FL 44 <br />1 <br />co <br />- T.O. MASONRY _ _AN <br />4 <br />I�i�lf n_--U_ <br />-A <br />4"WIDE STUCCO <br />AE] [A Ll <br />ri __ =T1 <br />16070 GARAGE DOOR <br />FRONT ELEVATION <br />SCALE: 1/4'=1'-0" <br />00 <br />_�- - T.O. WINDOW r- <br />4" WIDE STUCCO BAND (+1) <br />I O co <br />c0 - 12x12 COLUMN co <br />I` <br />�7� <br />-"25 SH <br />FIN. FLR. <br />3068 <br />PAINT AND FINISH SCHEDULE / KEY <br />PAINT COLOR SCHEME <br />SURFACE TEXTURE / FINISH KEY <br />TEXTURE <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 & C 1063 <br />REQUIRM ENTS & 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 C 1063 (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 />SHUTTER DETAIL <br />SCALE: 3/4"=1'-0" <br />FOAM/POLY <br />1 " NECK TRIM <br />�- 12" CMU COLUMN, <br />SAND FINISHED <br />STUCCO <br />I <br />9 <br />SQUARE COLUMN DETAIL <br />SCALE: 3/4"=1'-0" <br />IY <br />W <br />2 CC <br />ui <br />Wz0= <br />o>_ H <br />W o a o <br />�❑ <br />CnUcr <br />wW <br />Q =cr- W ~g <br />J U)IJJ- <br />❑CCIrIr <br />Y01-Z <br />LLOO(o <br />Z Z Z ~ Lu <br />Z_ <br />ccQ J <br />W 0- m cc <br />=Zu-U) <br />�F-QZ❑ <br />cz-CIZ <br />c <br />O � <br />Q <br />H <br />z <br />O <br />O <br />O <br />w <br />U <br />wi <br />O <br />w <br />..j <br />I <br />a <br />O <br />I� <br />0 <br />O <br />cts <br />F <br />A <br />z <br />O <br />x <br />w <br />LLM <br />2 <br />w <br />O <br />R <br />1z <br />W <br />Z <br />U) <br />a a a a a <br />ti <br />GENS�c'•.G '.� <br />7824 •* ,• <br />L.ir <br />FN�5 20 <br />:: <br />UNKS-ATCALUSA <br />SPRINGS <br />PLAN # 6102 <br />RELEASED: 10/25/21 <br />SHEET <br />A2. I <br />