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Application Type
Code Version
Application Status
comments
Archived
Product Manufacturer
AddresS/Phone/Email
Authorized Signature
Technical Representative
Addrl,s/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
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7191
FL0382
New
2004
Approved
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PubkaW�s FSC SO" %%
SCANNED
BY
St. Lucie County
Englert Inc.
1200 Amboy Ave.
Perth Amboy 111 08861
(732) 826-8�14 Ext 3901
j.triPod@englertinC-c0n%
James L. Buckner, P.E. @
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - liardcopy Received
Florida Engineer or Architect Name who developed James L. Buckner, P.E. P C-Buck, Inc
the Evaluation Report
PE-31242
Florida License
Keystone Certificationso Inc.
Quality Assurance Entity
Quality Assurance Contract Expiratio n Date
Warren W. Schaefer, P.E.
I
Validated By
Validation Checklist - Hardcopy Received
Certificate of independence ,
Referenced Standard and Year -(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
EL -a 3.82—R f 1 P d e p en"igAce' pdf
standaw
UL580-94 With Revisions Thru February 1998
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1994
212612009 9:11
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Product Approval Method
Date Submitted
Date Validated
Date-PendIng FBC Approval
Date Approved
Method I Option D
03/02/2007
03/15/2007
03/19/2007
03/28/2007
summary or Prociuccs
FL
Model, Number or Name
Descri ption
,1382.1
I'l --"SeriWs —1301r�
Minimum 20 oz Copper, Max.16" Wide Panel Attached to Wood Deck
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FI-8382 RO 11 S1300 16ln 20ozCogoerOnWood INS LLAT-ION-Pcif
Approved for use outside HVHZ: Yes
Verified By: James L. Buckner, P.E. @ C-Buck, Inc. P.E. #31242
Impact Resistant: No
Created by Independent Third Party:
Design Pressure: -+N/A/-95.7
Evaluation Reports
Other: The required design wind loads shall be
F18382 RO AE S1300 16in ZQ-Qz-CPmpe-rQn-VYQ-od EV&L8I!P1QRLWf
determined for each project per FBC, 2004,
Created by Independent Third i3arty;
Section 1603.1.4. Any rational analysis
computations shall be prepared by a qualified
design professional and In compliance with FBC
2004, Sections 104, 105, 106. The maximum clip
spacing listed herein shall not be exceeded.
I
8382.2 2 - "Series 2000"
Minimum 24 Gauge Steel, Mae^lleell A, -�cNed to Steel
Deck
Limits of Use
Installation Instru
%2JelOn5geeI
Approved for use in HVHZ: No
HLQ a RO Il .201 INSTALLATION.29
for use outside HVHZ: Yes
Ver ed pames L'3jju, l', P.E. 0 C-BUCk, Inc. P.L. #JIZ4Z
If%Approved
Impact R"Istant: No
Cr, a d n J d Party:
Design Pressure: +N/A/-144.25
0 nj ports
I 0
Other: The required design wind loads E�hall b
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determined for each project per FBC, 20( 4.
ep�
JeW. pendent Third Party:
Section 1603.1.4. Any rational analysis
computations shall be prepared by a qualified
design professional and in compliance with FBC
2004, Sections 104, 105, 106. The maximum clip
spacing listed herein shall not be exceeded.
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Talbbassee, Flonda 32399-2100
(850) 487-1824, Fax (850) 414-8436
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