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OFF RIDGE -- <br />VENT (TYP.) <br />T.O.B. <br />° <br />Y cif LU <br />Lu <br />cTl S � <br />Z — <br />Lu <br />u � <br />O 12 <br />U-�_ $p <br />° D <br />Z T.O B. <br />r N 2nd FF. <br />n t — <br />� m <br />- -z <br />Lu `t <br />QI'_ 0 �r <br />�o- <br />�° Lt, <br />u <br />L <br />, <br />MAIN FF. <br />16' x 16' x 24' TALL <br />SQ. COLUMN BASE UJ/ <br />12' ROUND PILASTER <br />ABOVE. <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />TRUSSES a SHED DECORATIVE J SQ. COLUMN BASE LU/ <br />ROOF. 12' ROUND PILASTER <br />STONE (TYP.) ABOVE. <br />1530 - SIESTA KEY 1529 - ST. JOHN <br />If•:�:W11IMIifM <br />1531 - MARTINIQUE <br />WEEP SCREED <br />INFO. <br />1531- MARTINIQUE <br />FRONT ELEVATION <br />SCALE : 3/16' = I'-0' <br />SQ. COLUMN BASE UJ/ <br />12' ROUND PILASTER <br />ABOVE. <br />1529 - ST. JOHN <br />STONE (TYP.) <br />1530 - SIESTA KEY <br />--OFF RIDGE <br />VENT (TYP.) <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />r--r= <br />I IIL J <br />1—i <br />EJ I <br />L-LiE1 E EI EI=E I I I <br />�o%i) <br />OQ 12 I ( ( ( ( I I <br />p n T O <br />' .B 25 SH 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH 25 SH <br />= 2 d FF. _ 2'-8' 81.018' BAND <br />12 r n I I EXPANSION JOIN I I I EXPANSION JOINT <br />� z = _ <br />L <br />IIIE <br />U �� �� I EJ I I I I I ® I <br />0 IEE <br />I I I I I I <br />coEl <br />�`pQ �v,n <br />u- - w �[ 1/2 33 SH i/2 33 SH <br />El <br />N3= 6068 I 506 I 6068 I 6068 I 6068 I fo01'o8 I 506 I <br />MAIN"FF S.GD. 1/2 34 SH SAD. S.GD. S�xD. S.G.D. IL5LD. S.G.D. - - - 1/2 34 SH <br />TEMP. - - _ - - - TEMP - - TEMP. - - TEMP. - - - TEMP. TEMP. TEMP <br />16' x 16' x 24' TALL DECORATIVE I I I <br />50. COLUMN BASE UJ/ STONE (TYP.) <br />12' ROUND PILASTER <br />ABOVE. <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />1530 - SIESTA KEY <br />1529 - ST. JOHN <br />1531 - MARTINIQUE <br />REAR ELEVATION <br />SCALE : 3/16' = 1'-0' <br />1531- MARTINIQUE <br />1529 - ST. JOHN <br />1530 - SIESTA KEY <br />° <br />La <br />Lu <br />� - z <br />,# Lu <br />� u <br /><c <br />lucoO <br />I �_ LL <br />�z <br />N <br />� d- <br />� m <br />In r <br />z- <br />v U <br />Lu <br />MAIN FF. <br />"-46' x 16' x 24' TALL <br />SQ. COLUMN BASE UJ/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE: <br />ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />I'-0' OVERHANG IN SIDES AND REAR <br />1'-4' OVERHANG IN FRONT <br />l� <br />U1 <br />u <br />° O <br />12 <br />®uatcaO <br />a$ uj <br />N <br />Qco <br />U <br />'7 <br />O <br />� <br />N <br />- <br />TEMP - MAI FF. <br />DECORATIVE IW x IW x 24' TALL <br />STONE (TYP.) SQ. COLUMN BASE UJ/ <br />12' ROUND PILASTER <br />ABOVE. <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />NOTE: <br />ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />1'-O' OVERHANG IN SIDES AND REAR <br />I'-4' OVERHANG IN FRONT <br />DAN SCO <br />ENGINEERING, LLC j <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 />0 <br />N <br />Z LLJ <br />O co <br />M <br />M p <br />ooLL <br />uj o� <br />aaQv <br />Q¢�� <br />z�`7J` <br />J p V <br />Ln <br />Ln <br />Ln <br />rl <br />vi ^ <br />w U <br />0 U <br />Z <br />0 Z :�i <br />ZD <br />CI <br />Q <br />Q � <br />V) <br />� I <br />I <br />U <br />0 <br />z <br />Q I 1 <br />0 <br />i U <br />I <br />co <br />0 <br />0 <br />iE BEST OF THE ENGINEER'S <br />WLEDGE AND BELIEF, THE STRUCTURAL <br />IS AND SPECIFICATIONS COMPLY WITH <br />�— <br />FLORIDA RESIDENTIAL BUILDING CODE, <br />NO <br />LUDING 2009 SUPPLEMENT) SECTION <br />FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />O <br />INCLOSED (INTERNAL PRESSURE <br />M <br />t <br />FFICIENT=±0.18) WIND ZONE <br />J <br />iRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />THE DATE IT IS SIGNED AND SEALED. <br />r <br />LO <br />ID AND SEALED FOR THE STRUCTURAL PORTION <br />IS DRAWING ONLY. <br />LENNAR CORP.-THIS PLAN MAY NOT BE <br />EDUCED IN ANY MANNER WITHOUT WRITTEN <br />;ENT FROM LENNAR CORPORATION. <br />-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />ERTY OF DANSCO ENGINEERING, LLC AND THE <br />T ON THIS PROJECT. ANY REPRODUCTION OR <br />THORIZED USE IS PROHIBITED. <br />REVISION: <br />•TE <br />j DESCRIPTION <br />1.00 2007 FBC UPDTATES <br />2�.00 ADDED UNIT <br />1529 ST. JOHN <br />9 09 <br />�11 <br />2 11 <br />2.01 HANGER CONN. AT <br />FLOOR TRUSSES <br />VERSION NO. 2.01 / 07.12.1 1 <br />CA 25948 <br />SAMUEL A. GREENBERG, I <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />Ei IRWIN J. BENSON, <br />P.E. #49758 <br />(o <br />r <br />.� <br />LP <br />:. r t•= <br />, <br />.�. <br />.t <br />—i <br />7lL G �u <br />SHEET TITLE: <br />FRONT & REAR <br />ELEVATIONS <br />SHEET INFORMATION: <br />JOB NO.: 310623 <br />i <br />DATE ISSUED: 07.19.11 <br />j DRAWN BY: DZ <br />REVIEWED BY: TH <br />3 <br />