My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
18-20388
Zephyrhills
>
Building Department
>
Permits
>
2018
>
18-20388
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/14/2020 12:13:45 PM
Creation date
3/18/2019 10:59:45 AM
Metadata
Fields
Template:
Building Department
Company Name
STARBUCKS
Building Department - Doc Type
Permit
Permit #
18-20388
Building Department - Name
EPIC RETAIL ZEPHYRHILLS LLC
Address
7010 GALL BLVD
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
87
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
..111111 <br /> y • � <br /> q 0� <br /> LFams�y Seats <br /> �Io111s <br /> easyseals.com <br /> DESIGN CALCULATIONS <br /> FOR <br /> STARSUCKS <br /> D: 31" ®rive-Thru ®irectionals <br /> Zephyrhills, FIL <br /> GENERAL NOTES: <br /> 1. Design is in accordance with the Florida Building Code 6th Edition(2017) <br /> for use within and outside the High Velocity Hurricane Zone(HVHZ). <br /> 2. Wind loads have been calculated per the requirements of ASCE 7-10 as <br /> shown herein,except where noted otherwise. <br /> 3. These engineering calculations pertain only to the structural integrity of <br /> those systems, components,and/or other construction explicitly Index: <br /> specified herein and/or in accompanying engineering drawings. The Pg 1 Cover <br /> existing host structure(if any)is assumed to be in good condition, Pg 2 Wind Loads <br /> capable of supporting the loaded system,subject to building department Pg 3 Footing Design <br /> approval. No warranty,either expressed or implied,is contained herein. Pg 4 primary Support(s) <br /> 4. System components shall be as noted herein. All references to named Pg 5 Cast-In Anchors Bolts <br /> components and installation shall conform to manufacturer's or industry <br /> specifications as summarized herein. <br /> 5. Where site conditions deviate from those noted herein revisions may be t®,iigpl tdu <br /> y EngiRee�s� ig�t��t�ur�aai� seal valid <br /> required or a separate site-specific engineering evaluation performed. ",N- ages f °fib° FS'�.5 <br /> 6. Aluminum components in contact with steel or embedded in concrete .•°®�' ° a�� <br /> shall be protected as prescribed in the 2015 Aluminum Design Manual, No. 67s a <br /> Part 1-A. Steel components in contact with,but not encased in,concrete . <br /> shall be coated, painted,or otherwise protected against corrosion. a <br /> TATE O <br /> 7. Engineer seal affixed hereto validates structural design as shown only. A- ep 2. y <br /> Use of this specification by contractor,et.AI,indemnifies and saves °`� `° Pe#67382 <br /> ChFis ialrr is I g ey° <br /> harmless this engineer for all costs&damages including legal fees& e a o ON ' 01; <br /> apellate fees resulting from deviation from this design. Easy Seelsddd„ee Gi? ` uth#31124 <br /> 1200 N Federal Hwy,#200 <br /> Boca Raton,FL 33432 Easy Seals.com Page 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.