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6960 Shelby Lynn Way
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6960 Shelby Lynn Way
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Last modified
3/21/2025 11:12:15 AM
Creation date
2/19/2025 8:28:10 AM
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Building Plans
Street #
6960
Location
Shelby Lynn Way
Contractor
K Hovnanian
Building Plans - Permit #
2949
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I1 6 p <br />1'-10" <br />FOAM LOUVER DETAIL <br />SCALE: 3/4"=1'-0" <br />GARAGE HEAD TRIM DETAIL <br />SCALE: 3/4"=1'-0" <br />4" WID <br />STUCC <br />BAND (+' <br />WINDOW SILL <br />co <br />WINDOW SILL DETAIL T <br />T <br />SCALE: 3/4"=1'-0" <br />5:12 <br />0 <br />=� 5:12 <br />-0 <br />EJ <br />FIN. FLR. <br />3r <br />4" WIDE STUCCO BAND (`+1) <br />❑ \ (� / <br />z <br />co <br />O <br />U <br />U <br />v� <br />O <br />H <br />REAR ELEVATION <br />SCALE: 1 /4"=1'-0" <br />12 <br />5 <br />ROOF SHINGLES PER <br />COMMUNITY SPECS (TYP.) <br />- BLDG. HEIGHT <br />5:12 <br />\ \�� 12 <br />5 <br />18"X30" DECORATIVE FOAM <br />LOUVERED DETAIL <br />1 <br />cV <br />3050 SH = '3050 SH 1 <br />T.O.2ND FL N <br />i <br />FIN. FLOOR <br />�RAnF - - - - - - - <br />16070 GARAGE DOOR <br />FRONT ELEVATION <br />SCALE: 1 /4"=1'-0" <br />5 1� 0\ <br />1 � <br />ftm ' <br />C_ 3050 SH <br />11 El <br />Co N <br />w F <br />r <br />L:tj <br />25 SH --- <br />3068 <br />ROOF SHINGLES PER <br />COMMUNITY SPECS <br />(TYP.) <br />6" FASCIA (TYP.) <br />-- — - - T.O. WALL -- <br />- — — —T.O. WINDOW <br />-- <br />1'-0" <br />4" WIDE STUCCO BAND (+1) <br />O <br />cV ' <br />00 <br />r` <br />4" WIDE STUCCO BAND (+1) <br />— - SECOND FLOOR <br />- <br />'6g <br />T.O. MASONRY -' <br />T.O. WINDOW <br />T <br />4" WIDE STUCCO BAND (+1) <br />00 <br />�t o0 <br />FIN. FLOOR <br />GRADE <br />PAINT AND FINISH SCHEDULE / KEY <br />PAINT COLOR SCHEME <br />SURFACE TEXTURE / FINISH KEY <br />BODY COLORFINISH <br />TEXTURE <br />Fi�N <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 CEM13-4T 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 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 />Ir <br />W <br />cr- <br />wz <br />O O I-- <br />>o <br />Qo <br />W C) F- <br />� U w 0 <br />Q�wF- <br />2 Q <br />ptr�lY <br />Y O F- Z <br />06LLOOcn <br />Z Z Z F- ul <br />Z J <br />CC�cnQ— <br />Q4 <br />IZ <br />W 0- = ir <br />J U p O U <br />p = Z LL U) <br />�F-QZp <br />It <br />Q N <br />Q �o <br />O � <br />Q <br />4 <br />0 <br />U) <br />0 <br />0 <br />0 <br />r� <br />V <br />~ <br />O <br />� <br />00 <br />j <br />O <br />w <br />O <br />w <br />a <br />MEMO <br />ob <br />r� <br />vJ <br />z <br />w <br />O <br />0 <br />3 <br />Z <br />0 <br />rL <br />ir <br />U <br />U) <br />W <br />0 <br />VI <br />oa <br />U) <br />wZ <br />as <br />•��: <br />No 77;2,4 <br />'v <br />�OF <br />'. S .TE <br />ks • q <br />LIN <br />spRjWY'ftOZ1 <br />SPRI <br />PLAN # 6103 :. : <br />RELEASED: 9/22/21 <br />SHEET <br />A2. 1 <br />
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