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_ 4" WIDE <br />STUCCO <br />+1 BAND <br />� I <br />\ 0101 <br />�t +1 <br />---� 4" WIDE <br />STUCCO <br />BAND <br />r, <br />WINDOW HEAD & SILL DETAILS <br />SCALE: 3/4"=1'-0" <br />4" WIDE <br />STUCCO \ <br />BAND <br />+1� -- <br />00 <br />2" � <br />4" <br />, GARAGE HEAD TRIM DETAIL <br />SCALE: 3/4"=1'-0" <br />r <br />ROOF SHINGLES PER <br />COMMUNITY SPECS. <br />12 <br />5 <br />12 <br />5 <br />5:12 <br />0 <br />5:12 <br />0 <br />12 <br />5 <br />35 SH <br />`35 SH <br />01 <br />3068 <br />(2) <br />REAR ELEVATION <br />SCALE: 1/4"=1'-0" <br />5:12 <br />12 12 <br />5 5 <br />ROOF SHINGLES PER <br />COMMUNITY SPECS. 5:12 2 <br />0 <br />6" FASCIA, TYP. <br />Cam= 1 „I��71�11—:1��Lsf 11 <br />El F1 El 1:1 El El El El <br />4" WIDE STUCCO D (— El F1El El El M J_-ICJ <br />1= E�l Im.-E; Q F=� <br />FRONT ELEVATION <br />SCALE: 1 /4"=1'-0" <br />L <br />BLDG. HEIGHT <br />6" FASCIA, TYP. _ <br />MIS <br />c) <br />T.O. MASONRY <br />T.O. WINDOW <br />1'-0" <br />wm <br />4" WIDE �. <br />STUCCO BAND <br />PAINT AND FINISH SCHEDULE / KEY <br />PAINT COLOR SCHEME <br />SURFACE TEXTURE / FINISH KEY <br />TEXTURE <br />BODY COLOR <br />FINISH��a`:'°:=-':r:. <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 />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 />W <br />F-CC <br />W <br />WZO:E <br />3: O >- <br />>o ao <br />U) U W ir W <br />QWF- <br />IL <br />IL U) W — <br />�tYcrIY <br />Y O I- Z <br />LL.O_OrA <br />Lij <br />Z qZ Z F- Z_ <br />� J Q —J <br />W 12- 2: <br />�cna00 <br />Z=ZLL°U) <br />M F- < <br />Q N <br />o <br />O � <br />Q <br />Q <br />2 <br />cn <br />z <br />0 <br />0 <br />MCI <br />0 <br />w <br />0 <br />w <br />1-i <br />a) <br />o <br />w <br />0 <br />cts <br />i <br />Ii <br />I-" <br />w <br />z <br />M <br />0 <br />w <br />T� <br />U) <br />0 <br />O. <br />cn <br />W <br />z <br />Z <br />O� <br />in <br />EZ <br />o <br />aaaaa <br />DEC 1 202 <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS <br />PLAN # 6100 <br />RELEASED: 12/21/21 <br />SHEET <br />A2. I <br />