My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
16-17283
Zephyrhills
>
Building Department
>
Permits
>
2016
>
16-17283
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/31/2016 1:25:06 PM
Creation date
10/31/2016 1:23:59 PM
Metadata
Fields
Template:
Building Department
Company Name
ZR1 INVESTMENTS LLC
Building Department - Doc Type
Permit
Permit #
16-17283
Building Department - Name
ZR1 INVESTMENTS LLC
Address
38056 DAUGHTERY RD
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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
� ��i�... <br /> • �� <br /> _--� <br /> �� �� � 'r' - <br /> ' C(f�� ; ' ,� '.,��r'� ��`,� <br /> • r . r � / <br /> v ���<_/ �. ,�-� �) �-J� � i <br /> =-,,���,,�' �� easyseals.com <br /> DESIGirI C/�LCIJL/�TIONS � <br /> FOR <br /> FLORID/� F�OSI'IT/�L <br /> I�Hl�51C1/�N GROUI' <br /> 1/V/�LL-MOUNTED I�L/�QUE �'/�NELS <br /> 38056 Daughtery Road—Zephyrhills <br /> GENERAL NOTES: <br /> 1. Design is in accordance with the Florida Building Code 5th Edition(2014)for <br /> 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. <br /> 3. These engineering calculations pertain only to the structural integrity of <br /> those systems,components,and/or other construction explicitly specified <br /> herein and/or in accompanying engineering drawings. The existing host Index: <br /> structure(if any)must be capable of supporting the loaded system as pg 1 Cover <br /> verified by building department or architect/engineer of record. No pg 2 Wind�oads <br /> 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 a�1t>>�'�71�I�t� <br /> required or a separate site-specific engineering evaluation performed. Enginee,r�_'s�Yignature ar►.d seal valid <br /> `� a u ����P ,�� . <br /> �:fo�r�'ages"1'through� �. <br /> 6. Aluminum components in contact with steel or embedded in concrete shall `�g''5��� �,e`'�'�5��.,��,! <br /> be protected as prescribed in the 2010 Aluminum Design Manual,Part 1. ; �o� °°�o <br /> o �l9mo 673Y>� _ <br /> Steel components in contact with, but not encased in,concrete shall be = �e � �� � <br /> coated,painted,or otherwise protected against corrosion. - <br /> 7. Engineer seal affixed hereto validates structural design as shown only. Use ���ma ST�TE�F �,r��r�= <br /> of this specification by contractor,et.AI,indemnifies and saves harmless ��.�:_°,�r r 13� .., e�, �� <br /> this engineer for all costs&damages including legal fees&apellate fees Christ�a�i�L•`a�1ig ey'����PE#67382 <br /> '�.. 9�4 r1�� <br /> resulting from deviation from this design. Easy S@AIS�r„soa.C�r't�Auth#31124 <br /> 1200 N Federal Hwy,#200 �(�Cei SeQ�.COm Page 1 <br /> Boca Raton,FL 33432 .+1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.