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214 A _ ST. CROIX <br />214 B ST. CROIX <br />NOT : <br />ALL TRIM / BANDING TO BE CUT / <br />SCORED DECORATIVE FINISH. <br />1'-0' OVERHANG IN SIDES AND REAR <br />1'-4' OVERHANG IN FRONT <br />ul � <br />u <br />Q <br />Z T.O.B. <br />4 <br />`r <br />2nd FF_ <br />"` <br />MAIN FF. <br />ROOF VENT SCHEDULE <br />I!'i' N'i' 11'-IG7' <br />214 A - ST. CROIX <br />214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 B - ST. CROIX 12 <br />214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY <br />:;. Lu 12 <br />Lu <br />rn = 5� <br />STONE (TYP-) <br />OFF RIDGE <br />VENT (TYP.) <br />12 <br />50. COLUMN BASE <br />W/ 12' ROUND <br />PILASTER ABOVE. <br />ROOF PLAN <br />SCALE : 1/8' = 1'-0' <br />INFO. <br />3 LEFT ELEVATION <br />SCALE : 3/16' = I'-0' <br />'wroo \— 16' x 16' x 24' TALL <br />DECORATIVE SQ. COLUMN BASE <br />STONE (TYP.) W/ 12' ROUND <br />PILASTER ABOVE. <br />T.O$_ _ <br />2nd FF. _ <br />16' x 16' x 24' TALL '�Vrov <br />50. COLUMN BASE DECORATIVE <br />cl W/ 12' ROUND STONE (TYR.) <br />PILASTER ABOVE. <br />_ rn <br />T.O.B. <br />_ 2nd FF. <br />MAIN FF. <br />NOTE - <br />ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />1'-0' OVERHANG IN SIDES AND REAR <br />I'-4' OVERHANG IN FRONT <br />OFF RIDGE <br />VENT (TYP.) <br />12 <br />INFO, SQ. COLUMN BASE <br />W/ 12' ROUND <br />PILASTER ABOVE. <br />� SIGHT ELEVATION <br />STONE (TYP.) <br />L- Lu <br />u <br />0 e 0 <br />Lu O <br />Q <br />T.O B. <br />—2nd FF. - v <br />c�\\\12 m <br />7 <br />0 <br />w <br />— <br />�pU <br />�Lu <br />�z <br />Lu <br />O <br />o <br />MAIN FF. <br />NOTE: <br />ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />1'-0' OVERHANG IN SIDES AND REAR <br />1'-4' OVERHANG IN FRONT <br />DANSCO� <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax: 813.645.9698 <br />www.danscoengineering.com <br />CA 25948 <br />I <br />I <br />O <br />Ln <br />00 <br />iN'-I <br />zM <br />aWr4 <br />o�M <br />z <br />LL �o <br />, E <br />w z>F- <br />Z <br />i <br />J <br />I <br />I <br />w U <br />:�i V) <br />O U <br />Z <br />j 4z� <br />� 0 <br />Q�� I <br />CL <br />Z v, <br />Q UJ <br />w V' <br />TO THE BEST OF THE ENGINEERS <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2004 FLORIDA RESIDENTIAL BUILDING CODE <br />(INCLUDING 2005 & 2006 SUPPLEMENTS), <br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE -C- ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = t0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONIHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. ---_ - - <br />I <br />® 2D08 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />•200&THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LUC AND THE <br />CLEM ON THIS PROJECT. ANY REPRODUCTION OR <br />RI UNAURTOI ED USE IS PROHIBITED. <br />- -- -- REVISION: <br />DATE DESCRIPTION <br />VERSION NO. 1.00 /10.10.07 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />r P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGINEER SEAL: <br />--FG 17 Z009 <br />SHEET TITLE: <br />ROOF PLAN <br />SIDE ELEVATIONS <br />SHEET INFORMATION: <br />JOB NO.: 290196 <br />DATE ISSUED: 10.10.07 <br />DRAWN BY: DZ <br />REVIEWED BY: TH <br />4 <br />0, <br />ru <br />