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OFF RIDGE-, <br />VENT (TYP) <br />T.O.B. - - - - <br />Q� <br />V LU <br />Lu <br />U � <br />_ <br />Lu 12 <br />LL_ 8 <br />II o <br />� m <br />U = <br />- =Z <br />Lu <r <br />u - <br />n = <br />MAIN FF. O <br />16" x 16" x 24" TALL <br />SQ. COLUMN BASE U1/ <br />12" ROUND PILASTER <br />ABOVE. <br />l'3 <br />Z <br />— — <br />Lll <br />U <br />� <br />� <br />O <br />12 <br />II <br />ry <br />� <br />0- <br />_ <br />2 d F F. <br />_ <br />� <br />m <br />- <br />=Z <br />U <br />= <br />Lu <br />U <br />- <br />�10�II- <br />�U�n <br />U- <br />_ <br />II <br />- <br />MAIN <br />-.F. <br />16" x 16" x 24" TALL <br />SQ. COLUMN BASE W1 <br />12" ROUND PILASTER <br />ABOVE. <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />DECORATIVE <br />STONE (TYP.) <br />T\Y4I\JL_L/ I-tGLL <br />TRUSSES a SLED <br />ROOF. <br />1530 - SIESTA KEY <br />I <br />6068 I <br />S.G.D. 1/2 34 SH <br />TEMP. <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />(2) 25 SH <br />1/2 33 SH <br />5m6 <br />S.G.D. <br />1530 - SIESTA KEY <br />STONE (TYP) SQ. COLUMN BASE U/ <br />12' ROUND PILASTER <br />ABOVE. <br />1531 - MARTINIQUE <br />mmIIImm <br />(A55UI'11=D ) <br />1531 - MARTINIQUE <br />(2) 25 SH <br />EXPANSION JOIN <br />I I <br />I 6(d68 I <br />S.G.D. <br />1531 - MARTINIQUE <br />IUEEP SCREED <br />INFO. <br />1531- MARTINIQUE <br />FRONT ELEVATION <br />- <br />62J68 <br />TEMP. <br />- <br />1531 - MARTINIQUE <br />REAR ELEVATION <br />SCALE : 3/16" = 1'-O" <br />(2) 25 SH <br />6m68 <br />S.G.D. <br />TEMP. <br />1531- MARTINIQUE <br />SQ, COLUMN BASE U1/ <br />12" ROUND PILASTER <br />ABOVE. <br />1531 - MARTINIQUE <br />(2) 25 <br />EXPANSION <br />6Cd 68 <br />S.G.D. <br />TEMP.�� <br />STONE (TYP) <br />1530 - SIESTA KEY <br />--OFF RIDCsE <br />/ VENT (TYP) <br />IIfu � <br />t <br />IJA <br />n, <br />IV__ <br />z <br />= <br />U <br />nQo <br />�LLI <br />, <br />Lu <br />� <br />II <br />N <br />v =� <br />Z - <br />u <br />0 <br />- <br />II <br />woo <br />o <br />MAIN F.F. <br />-4" x 16" x 24' TALL <br />SQ. COLUMN BASE W1 <br />12" ROUND PILASTER <br />ABOVE. <br />1370 - ST. CROIX NOTE: <br />ALL TRIM /BANDING TO BE CUT /SCORED <br />DECORATIVE FINISH. <br />1371 - ST. CROIX 1'-0' OVERHANG IN SIDES AND REAR <br />1'-4" OVERHANG IN FRONT <br />— Z <br />—1 <br />t Lu <br />I I i U <br />12 ��co0 <br />9 <br />a8 .= IL <br />I I a II <br />(2) 25 SH 25 SH 25 SH <br />Lu <br />� r <br />z <br />cfJO c°nc�0 <br />1/2 33 SH NC LI1 LL <br />5068 I 6(D6 O F __ <br />SCsD_ 1/2 34 SH II <br />_ TEMP - - - - - - - TEMP. - MA F.F. <br />16" x 16' x 24" TALL <br />DECORATIVE 5Q, COLUMN BASE UJ/ <br />STONE (TYP.) 12" ROUND PILASTER <br />ABOVE. <br />1531 - MARTINIQUE 1530 - SIESTA KEY <br />1370 - ST. CROIX <br />1371 - ST. CROIX <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 />p. 813.645.0166 <br />F. 813.645.9698 <br />www.donscoengineering.com <br />o <br />0 <br />Ln <br />Lu <br />zoo <br />ul <br />o>(31% l <br />ID <br />z <br />am�v <br />f Ce o <br />O LL 00 <br />z� <br />00 <br />� <br />z� ECL <br />Lu <br />z <br />W <br />z <br />o <br />iO <br />w U <br />:�E V) <br />O U <br />Z <br />> � L <br />I C <br />O z L <br />C <br />� U <br />Z V, <br />Q U <br />Lu <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2007 FLORIDA RESIDENTIAL BUILDING CODE <br />(INCLUDING 2009 SUPPLEMENT) SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />-C" ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT = t0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWINGONLY- <br />2009 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />I _ I <br />DATE DESCRIPTION <br />09-29-09 j} 1.00 2007 FBC UPDTATES <br />I <br />— -- <br />VERSION NO. 1.00 / 09.29.09 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />J THUY H. HUYNH, <br />% P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGINEER <br />O SEAL: II <br />J L <br />I ICI <br />; <br />Ila <br />SHEET TITLE: <br />FRONT & REAR <br />ELEVATIONS <br />SHEET INFORMATION: <br />JOB NO.: 290941 <br />DATE ISSUED: 09.28.09 <br />DRAWN BY: DZ <br />REVIEWED BY: TH <br />I <br />I <br />3 <br />.FF ; a1.n.., „ I, . <br />