Laserfiche WebLink
R00FVENT SGI-EDULE <br />21'-'Id• 14'-6' I{'-b' I4'-6' Ml'-b' 14'-6' 14'-b' =I'-I0' <br />T-61 le I If VERIFY WITH GENERAL <br />0nr'C IZAITC CI I A I I ❑L <br />1'-0" OVERHANG IN SIDES AND REAR — — <br />1'-4" OVERHANG IN FRONT <br />oa�o I oaDa <br />QD aD <br />ED— <br />(2) 25 5H (2) 25 SH 25 5H 2nd F.F. = v <br />-12 ' r <br />�S <br />EXP 5ION JOINT <br />IE [1] � �� 3 0 � <br />U _ w <br />— n 0 U <br />Lu <br />cp Q cf� D/ <br />I m p <br />IA-j L <br />(2) 25 SIN (2) 25 SH (2) 25 SH MAIN F.F. <br />- - - - - - - - u9jPEP - - - - <br />—1 <br />5EE B/SN] FOR I CsRADE LINE--"'3068 <br />WEEP SGREED (ASSUMED) 16" x 16" x 24" TALL DECORATIVE <br />INFO. 50. COLUMN BASE STONE (TYP.) NOTE, <br />W/ 12" ROUND ALL TRIM / BANDING TO BE CUT / SCORED <br />PILASTER ABOVE. DECORATIVE FINI5H. <br />1'-0" OVERHANG IN 51DE5AND REAR <br />RIGHT ELEVATION 1'-4' OVERHANG IN FRONT <br />2 SCALE : 3/16" = I'-0" <br />Q <br />O Q <br />0 � _ lL 73 <br />2nd F.F. _ — — 25 5H <br />3068 <br />GRADE LINE I <br />SEE B/SNI FOR <br />3068 16" x 16" x 24" TALL <br />DECORATIVE 1A" x Iro" x 24" TALL <br />(ASSUMED) <br />WEEP SCREED <br />DECORATIVE 50. COLUMN BASE <br />STONE (TYP.) 60, COLUMN BASE <br />INFO. <br />STONE (TYPJ W/ 12" ROUND <br />W/ 12' ROUND <br />PILASTER ABOVE. <br />NOTE. <br />PILASTER ABOVE. <br />ALL TRIM /BANDING t0 BE CUT /SCORED <br />DECORATIVE FINISH. <br />OVERHANG IN 51DE5 AND REAR <br />LEFT <br />ELEVATION <br />1'-4"" <br />OVERHANG IN FRONT <br />3 <br />SCALE : <br />i <br />� I <br />DAN SCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />I <br />Apollo Beach, Florida 33572 I. <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineen.ng.com <br />---------i----- o ------ it <br />Ln <br />W <br />Z <br />O <br />ul r, <br />>o'ID <br />zIn <br />, <br />Z �0LLM <br />zEE <br />W -i <br />J 3 1- <br />z <br />JCD <br />� I <br />I <br />,^ i <br />v ' ^� <br />w U <br />v) <br />O U <br />_ V) <br />Z <br />Oz� <br />0 <br />Q � � <br />IL <br />Z ci <br />J U <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=±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 />OFTHIS DRAWINGONLY. <br />2OD9 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />2DG9-THESE DRAWINGS AND DESIGNS ARETHE 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 1.00 2007 FBC UPDTATES <br />iI <br />i <br />VERSION NO. 1.00 / 09.29.09 <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 />ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGINEER SEAL: <br />SHEET TITLE: <br />I <br />ROOF PLAN j <br />SIDE ELEVATIONS <br />SHEET INFORMATION: <br />JOB NO.: 291041 <br />DATE ISSUED: 09.28.09 <br />DRAWN BY: DZ <br />REVIEWED BY: TH <br />4 <br />Z <br />0 <br />D <br />m <br />0 <br />N " <br />I <br />M^ <br />L <br />I <br />O <br />M <br />T-i <br />T-4 <br />—T�'Tif- L i ..: - 1 — - -- i I T . i". -. ,. e:. : ..,. .ua�ca �I a •wil -, Li. _. .- � - I ---, i � <br />- <br />