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OFF RIDGE <br />VENT (TYP.) <br />T.0$. - - - <br />°� <br />UJ <br />z - <br />ua <br />v <br />cs�0� 12 <br />u-"Ci� 8� <br />0 <br />z T.O.B. <br />_ 2nd FF. <br />cn -I — <br />�t m <br />r +Vdk­ <br />Lu ~ `t <br />�Lu <br />d <br />MAIN FF. - <br />IV x 16' x 24' TALL <br />SQ. COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />TRUSSES 9 SHED DECORATIVE <br />ROOF. STONE (TYP.) <br />OU. L ULUI-IN C3H:7C W1 <br />12' ROUND PILASTER <br />ABOVE, <br />1530- SIESTA KEY 1529 - ST. JOHN <br />1531 - MARTINIQUE <br />WEEP 5CREED <br />INFO. <br />1531- MARTINIQUE <br />FRONT ELEVATION <br />50, COLUMN BASE W/ <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 />VENTS SHOWN ARE APPROX. <br />SIZE & LOCATION. REFER TO <br />ROOF VENT SCHED. ON <br />SHEET 4 FOR MIN. REQ'D <br />VENT AREA PER UNIT. <br />OFF RIDG _ <br />VENT (TYP.) I I <br />I4'-O' MIN. 4'-0" MIN. <br />SHINGLE SHJNGLE <br />12 I ROOF 1 I ( ROOF 1 I 12 <br />OFF RID I I (TYP.) I I I (TtF.) a5 <br />I I <br />VENT (TYP.) <br />I I <br />I I 1 I I I I <br />I <br />I <br />° <br />UJ <br />N LU <br />U1 <br />T - z <br />U <br />w co o <br />LL <br />o <br />zt <br />Lr <br />r <br />U <br />G <br />�; 00 <br />�L <br />MAIN FF. <br />\--I6'x16'x24'TALL <br />SQ. COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE: <br />ALL TRIM / BANDING t0 BE CUT / SCORED <br />DECORATIVE FINISH. <br />1'-0' OVERHANG IN SIDES AND REAR <br />1'-4' OVERHANG IN FRONT <br />- OFF RIDGE <br />VENT (TYP.) <br />COOQ <br />U <br />u- ID <br />12 <br />I <br />I <br />[EEJIIIIE <br />I <br />IEJEJ <br />IL1111 <br />IEJEJ� <br />I- (I <br />I <br />I=Ej <br />I <br />I <br />I <br />'[I] <br />( <br />I <br />E <br />I[I] <br />I <br />I[I] <br />[I] <br />El <br />12 <br />� $ �9 <br />Q0� <br />Lu <br />p <br />LU <br />U <br />LLLL <br />p <br />JIEI <br />` <br />T.OB. <br />25 SH 25 SH <br />(2) 25 SH <br />(2) 25 SH <br />(2) 25 SH <br />(2) 25 SH <br />(2) 25 SH <br />(2) 25 SH <br />25 SH 25 SH <br />' <br />' <br />2 <br />d FF. <br />_ <br />2'-8' <br />8'-0' <br />8' BAND <br />I <br />I EXPANSION JOIN I I I EXPANSION JOINT I <br />I <br />8l'0u <br />2'-8' <br />- <br />m <br />vm <br />19) <br />8 <br />U <br />Ell <br />I- <br />I_ <br />II <br />� <br />-� <br />FTI1:11L- <br />I <br />MAN <br />-°fiLgF`L <br />U <br />n- <br />-12- <br />- <br />- 1/2 -33 SH <br />`r <br />= <br />w <br />m�• N_�' <br />U <br />S GD. <br />TEMP. <br />68 <br />TEMP <br />6 <br />TEMP. <br />TEMP <br />8 <br />S.G.D.&GD. <br />TEMP. <br />TEMP <br />06 <br />STEGMDP. <br />`t <br />N�NL <br />U6 <br />- <br />I/2 34 SHL <br />- - -I <br />1/2 34 SHCD <br />IV x IV x 24' TALL -/ \-DECORATIVE <br />SQ. COLUMN BASE W/ STONE (TYP.) <br />12' ROUND PILASTER <br />ABOVE. <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />1530 - SIESTA KEY 1529 - ST. JOHN <br />1531 - MARTINIQUE <br />REAR ELEVATION <br />SCALE : 3/16" = 1'-0' <br />1531- MARTINIQUE 1529 - ST. JOHN <br />1530 - SIESTA KEY <br />DECORATIVE \-I6' x IV x 24' TALL <br />STONE (TYP.) 60• COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE, <br />NOTE: <br />ALL TRIM / 1370 - ST. CROIX DECORATIVE FINISH. TO BE CUT /SCORED <br />I' -OVERHANG IN SIDES <br />1371 - ST. CROIX O' OVERHANG IN FRONT AND <br />REAR <br />I I� <br />DAN SCO <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.danscoengineering.com <br />i <br />O <br />N <br />W <br />0t ti <br />> (f) M <br />O <br />0 aC LJL C5 <br />Q Z , <br />aw L a, <br />Q>w <br />QH' <br />Q ce P <br />Z zL <br />zn_j <br />w JL� <br />Ln <br />Ln <br />ui U <br />0 U <br />_ V) <br />z <br />> I <br />0zL <br />C <br />i <br />ZD <br />ry 0 <br />Q cj <br />cn <br />0 U <br />z (/) <br />Q� <br />J U <br />I <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 = ±0. 18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. - <br />2011 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />2011-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 />DATE DESCRIPTION <br />09-29-09 1 1.00 2007 FBC UPDTATES <br />Ol 13 11 2.00 ADDED UNIT <br />1529 _ST. J(�HN <br />VERSION NO. 2.00 / 01.13.11 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />Nff'AiIc <br />�' , <br />O � <br />0 * 1 - <br />- <br />fv .60122Ct C. <br />o G TE OF <br />SHEET TITLE: <br />FRONT & REAR <br />ELEVATIONS <br />SHEET INFORMATION: <br />JOB NO.: 310448 <br />DATE ISSUED: 05.27.11 <br />DRAWN BY: DZ <br />REVIEWED BY: TH <br />3 <br />0 <br />T <br />0 <br />0 <br />F- <br />T <br />0 <br />O <br />i <br />r <br />O <br />M <br />- <br />L J <br />r- <br />5/31/U <br />