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OFF RIDGE <br />VENT (TYP.) <br />T.O.B. <br />n <br />u <br />M �71 <br />V <br />apep- n <br />Lu <br />u- <br />cfJo�12 <br />S� <br />n <br />n T- _ <br />_ 2nd FF. <br />M \ <br />� M <br />, <br />U Cgs <br />~ v <br />�Q <br />`p u- <br />LU <br />�z <br />MAIN FF. <br />16' 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 is SHED <br />ROOF, <br />1530 - S I ESTA KEY <br />STONE (TYP.) 5Q. COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />1531 - MARTINIQUE <br />( A=umtUI <br />1531 - MARTINIQUE <br />WEEP SCREED <br />INFO. <br />1531- MARTINIQUE <br />SQ. COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE, <br />1531 - MARTINIQUE <br />STONE (TYP.) <br />1530 - SIESTA KEY <br />--OFF RIDGE <br />VENT (TYP.) <br />n <br />Lu <br />cZl ' i <br />V <br />eQ <br />I LU ' <br />LL <br />� n <br />z <br />m� <br />LU <br />M <br />0 � � <br />�< <br />MAIN FF.I I 1 <br />x 16' x 24' TALL <br />SQ, COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />1370 - ST. CROIX ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />1371 - ST. CROIX ;;_°; o�R ,I FRONT <br />AND REAR <br />� FRONT ELEVATION <br />OFF RI <br />I I VENT (TYP.) <br />-n 1 <br />: <br />4' MIN - <br />_i I I I'-�I I ' <br />I 4 0 MIN. <br />� I �1�; i:__I I <br />I— h <br />: I <br />LE <br />� SHINQ� _ il <br />12 L ii ROQ�F I ROOF l 1 12 <br />I I I,_ I fi l� <br />5v - (TYPO 1 l a5 <br />_I __ll__ I �_ ,, I (TYP) <br />1 . LL 1J1. _l i 1 I OFF RIDGE <br />OFF RIDG � _ L1_I. I .Tl��.I 1y_I_�.1 J I I :I, I _ a� _I I <br />: <br />VENT (TYP.) I.I I - - - VENT (TYP.) <br />_ I �l �_� �_ �. 1. <br />1_ <br />-- <br />i <br />_ <br />i <br />I I j II I l i II I II i I I I I I I I I� <br />IL L( -��_ _ ,-�- h_.�_��._;I_��__: <br />iL_: <br />_ <br />I <br />: I <br />l_..LI <br />Jim <br />l 11_ <br />j �I � �I <br />IIL '`''. i-� <br />1-. �. <br />. L.1,`_ -:I„- - -_I !r , ,:_i _l_ '', - --�.__:--. „_� . - _• ---���1__i-,_I--1-t_-,_1L.�. .. __.-�_1�1 <br />I i <br />U <br />� <br />i <br />va0� <br />12 <br />= Sf7 <br />2 <br />25 SH <br />N <br />T.O,B. <br />v <br />2 d FF. <br />2'-6' <br />8' BAND <br />_ <br />M <br />� <br />� <br />I <br />�61 • � <br />zo c0 V <br />cA <br />J <br />&GD. <br />I/2 34 SH <br />IN <br />— TEMP. — <br />— — — — <br />16' x 16' 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 />(2) 25 SH <br />1/2 33 514 <br />5068 <br />SLsD, <br />1530 - SIESTA KEY <br />(2) 25 SH <br />EXPANSION JO <br />6066 1 6068 <br />6,13,D. I S.G.D. <br />TEMP. _ - TEMP. <br />I <br />1531 - MARTINIQUE <br />1531 - MARTINIQUE <br />i <br />L- <br />REAR ELEVATION <br />SCALE : 3/16' - 1'-0' <br />6068 <br />SAD, <br />TEMP. <br />(2) 25 SH <br />EXPANSION JOIN <br />6068 <br />S�sD. <br />TEMP. <br />I F ED [I] <br />_1 <br />I 12 @ LQu 0 <br />Q8 � u <br />I i _ Ck <br />z <br />(2)25 SH 25 SH 25 SH <br />'8"-0" 2'-8' 'v <br />I —_12^ _ M � <br />_ � r <br />r✓ _ <br />I FT] <br />0$� 0ply-O <br />1 <br />/2 33 SH LU ILL <br />506 I 606 <br />TEMP _ _ _ 1/2 34 SH 1LJ TE P m — <br />_ I A FF. <br />I DECORATIVE IV x IV x 24' TALL <br />STONE (TYP,) 5Q- COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE - <br />TRIM / <br />1531- MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX DELCORATIVE FINISH. <br />TO BE GUT /SCORED <br />1'-0' OVERHANG IN SIDES AND REAR <br />1371 - ST. CROIX 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 />If. 813,645.9698 <br />www.donscoengtneenng.com <br />o <br />Ln <br />w <br />oNg <br />z <br />-j0 <br />d m I M <br />�LUMN <br />�0LLLLr'1 <br />z00 <br />00 <br />WJ3~ <br />z <br />j <br />CD <br />w U <br />O U <br />_ C/) <br />z cn <br />Oz� <br />F-" <br /><I <br />Q < <br />Q < <br />C <br />z <br />Q' <br />U <br />JV) <br />w . <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 = 20.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE R IS SIGNED AND SEALED. <br />SIGNED AND SCALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />2D10 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />2014THESE 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 <br />DESCRIPTION <br />09-29-09 <br />1.00 2D07 FBC UPDTATES <br />VERSION NO. 1.00 / 09.29.09 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. # 34245 <br />ck THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />ANDREW D. HAROLD, <br />GE2%'. <br />J•'`r�l <br />•• `'� F •. ys•. <br />• b 22 • " <br />14 STATE O �L <br />���'''�•• TITLE: <br />FRONT & REAR <br />ELEVATIONS <br />SHEET INFORMATION: <br />JOB NO.: 300698 <br />DATE ISSUED: 09.16.10 <br />DRAWN BY: DZ <br />REVIEWED BY: TH <br />3 <br />0 <br />I <br />(y) <br />LO <br />I <br />0 <br />M <br />IT- <br />L ! <br />I- <br />191(c)I C <br />