Laserfiche WebLink
m <br />�r <br />r <br />ROOF VENT 6C WULE <br />1'1' V-v VERIFY WITH GMRAL <br />onr'C %&krrC CLTA1 I = <br />oQDo EJEvd�a L -JIII <br />Q dD� I vdDv <br />cs� I cf� Lu <br />IS) <br />EJ <br />I 1 <br />ILL * E*J,LL1 1 <br />T.O-B. ___ _ _ _ _T.O$. 0 <br />2nd FF_ — — 25 SH (2) 25 SH (2) 25 SN 25 SH _ 2nd FF.12 <br />m v <br />— — —EXPANSION J INt -2 r- <br />3 -m <br />m I m LL <br />MAIN FF. (2) 25 SH ®® (2) 25 SH (2) 25 SH ®® (2) 25 SH MAIN FF. <br />3068 GRADE LINE SEE B/SNI FOR 3068 16' x 16' x 24' TALL <br />DECORATIVE L16' x IV x 24' TALL (ASSUMED) I WEEP SCREED IDEISORATIvE sa COLUMN SASE <br />STONE (TYP.) SQ COLUMN BASE INFO. STONE (TYP.) W/ 12' ROUND <br />W/ 12' ROUND PILASTER ABOVE. NOTE: <br />PILASTER ABOVE. ALL TRIM /BANDING t0 BE CUT / SCORED <br />DECORATIVE FINISH. <br />'OvEf;?14ANG IN SIDES <br />LEFT E L E V AT ION r=4' OVERHANG IN FRONT AND REAR <br />3 SCALE 3 3/16' = 1'-0' <br />DANSCO <br />ID 1E <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.danscoengineedng.com <br />CA 25948 <br />o <br />CD <br />Ln <br />H <br />z , � <br />o�� <br />U <br />� <br />jo,In <br />Z QmM <br />1 <br />M 06 <br />� <br />W 010 <br />N] <br />Z <br />z�E00 <br />W <br />-j <br />W <br />z <br />JCD <br />0 <br />W U <br />:�j v) <br />O U <br />Z C;) <br />0 z :2 <br />O <br />Q <br />CL <br />0 � <br />Z c� <br />I <br />Q <br />TO THE BEST OF THE ENGINEER'S <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 =i0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />8 200B LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />8 200&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 <br />DESCRIPTION <br />VERSION NO. 1.00110.10.07 <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 />ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGINEER SEAL: <br />JUL 0 3 2000 <br />SHEET TITLE: <br />ROOF PLAN <br />SIDE ELEVATIONS <br />SHEET INFORMATION: <br />JOB NO.: 271318 <br />DATE ISSUED: 10.10.07 <br />DRAWN BY: DZ <br />REVIEWED BY: TH <br />4 <br />0 <br />- -1- T-I I i.- 17 -:' I Fo m -lll - k I'l i'.0 IV ilk ti lll Al --i: , A IAll -- - - ! -i <br />