My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6249-6265 Timberly Ln
Zephyrhills
>
Building Department
>
Building Plans
>
6249-6265 Timberly Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2025 6:08:54 PM
Creation date
2/19/2025 10:54:58 AM
Metadata
Fields
Template:
Building Plans
Street #
6249-6265
Location
Timberly Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
8197-8206
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
37
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
214 A — ST. CROIX 214 C — SIESTA KEY 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 214 C — SIESTA KEY 214 A — ST. CROIX <br />214 B — ST. CROIX 214 B — ST. CROIX <br />2 SA�C.UTLOCATI.ON.S`L TO LEFT <br />.S. <br />N51ON 5TRING <br />PULL TO RIGHT <br />FOUNDATION PLAN <br />SCALE : 3/16' = 1' -0' <br />SAW CUT EXPANSION JOINT. CUT TO BE <br />MADE WITHIN 24 HOURS OF FINISHING <br />CONCRETE. <br />9 a d <br />CONCRETE 5EE GENERAL NOTES AND <br />MIX REQUIREMENTS FOR PLACEMENT. <br />�' M WIDTH <br />NOTE: SEE 'UNIT' DETAIL <br />PLANE,FOR 1/4' SCALE FOR <br />3/4' IN DEPTH <br />ALL DIMS. 1. I <br />en.Ircl lED CONCRETE FLOOR <br />1.4x1.4 WIRE ME514 <br />OR FIBER MESH IN MIX <br />r <br />U Y 0 h iV. <br />��,>'_„ <br />SAW CUT EXPANSION JOINT <br />SCALE: V.S. <br />DANSCO <br />]DIE <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 />Lu <br />0 <br />O�� <br />0 j a� <br />z amuj r� <br />M tN <br />O 00 <br />Q OD <br />Z Q�a00 <br />� � <br />uiz <br />wZ <br />0 <br />J CD <br />V <br />w U <br />O U <br />_ V) <br />Z <br />Oz:�i <br />f) <br />moo? <br />Q � <br />Z ci <br />Q' <br />U <br />J <br />`" <br />w <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 = 30.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE R IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />O 2008 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />® 2008-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 />- HUL 0 3 Z008 <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 271318 <br />DATE ISSUED: 10.10.07 <br />DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />siso <br />
The URL can be used to link to this page
Your browser does not support the video tag.