My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
21-1327
Zephyrhills
>
Building Department
>
Permits
>
2021
>
21-1327
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2022 1:25:51 PM
Creation date
5/6/2022 1:25:50 PM
Metadata
Fields
Template:
Building Department
Company Name
PROVEST TOWNVIEW LLC &MISSION HILLS EQUITIES LLC
Building Department - Doc Type
Permit
Permit #
21-1327
Building Department - Name
PROVEST TOWNVIEW LLC & MISSION HILLS EQUITIES LLC
Address
7348 GALL BLVD
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
10
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
EasySeat.s . <br /> easyseals.conn <br /> DESIGN CALCULATIONS <br /> FOR r? <br /> •y <br /> - <br /> PINCH A PENNY <br /> WALL-MOUNTED.SIGNS <br /> Zephyrhills,FL <br /> This document has been Digitally signed <br /> GENERAL NOTES: digitally signed and sealed by g y SI g <br /> Christian Langley,PE on the b Christian <br /> 1. Design is in accordance with the Florida Building Code 7th Edition (2020) date noted in this digital y <br /> for use within and outside the High Velocity Hurricane Zone(HVHZ). signature. Printed copies of Langley <br /> this document are not g y <br /> 2. Wind loads have been calculated per requirements of 7-16 as considered signed&sealed,& Date: 2021.01.13' <br /> p q the signature must be verified <br /> shown herein. onan60y3ele 8roni co71 pieibncrn 18:16:38-05'00' <br /> 3. These engineering calculations pertain only to the structural integrity of <br /> those systems,components,and/or other construction explicitly <br /> specified herein and/or in accompanying engineering drawings. The Index: .- <br /> existing host structure(if any)is assumed to be in good condition, _Pg i Cover <br /> capable of supporting the loaded system,subject to building department Pg 2 Wind Loads <br /> approval. No warranty,either expressed or implied,is contained herein. <br /> Pg 3 Anchor Design <br /> 4. System components shall be as noted herein. All references to named <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 Engineer's signature0 and seal valid <br /> required or a separate site-specific engineering evaluation performed. .�� - tom`` <br /> for; ages". 'tfiroag �3 <br /> 6. Aluminum components in contact with steel or embedded in concrete <br /> shall be protected as prescribed in the 2015 Aluminum Design Manual, ". No. 67382 <br /> Part 1. Steel components in contact with,but not encased in,concrete ' �( � �r 4( <br /> shall be coated,painted,or otherwise protected against corrosion. <br /> �-o 4� <br /> 7. Engineer seal affixed hereto validates structural design as shown only. � '° STATE O ° � <br /> Use of this specification by contractor,et.Al,indemnifies and saves �,e'•°k,Jan^13�2Q210�, <br /> harmless this engineer for all costs&damages including legal fees& Christia S'Lb'Angl'ey #67382 <br /> apellate fees resulting from deviation from this design. Easy Seels,io,,,r Cert% #31124 <br /> 1200 N Federal Hwy,#200 <br /> Boca Raton,FL 33432 Easy Sea I S.com Page 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.