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CBUCK. lnc. I�loridu CcrliJiccrte u/'Attlhrn•i=ulian = 8064
Specialty Structural Engineering
Evaluation Report
Of
Englert, Inc.
"Series 1101"
Metal Roof Assembly
for
Florida Product Approval
# FL 11698.7
Florida Building Code 2007
Per Rule 9B-72
Method: 1- D
Category: Roofing
Sub - Category: Metal Roofing
Product:
"Series I101 " Roof Panel
Material:
Aluminum
Panel Thickness:
0.032"
Panel Width:
I6"
Support Type:
Wood Deck
Prepared for:
Englert, Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
Prepared by:
James L. Buckner, P.E.
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 08-148-1 101-A3W-ER
Date: 10 / 22 / 08
Contents:
Evaluation Report Pages I — 6
�j lt�t f ,i
,,, ' �
CBUCK, Inc.
1334 S. Killian Drive, Suite 4, west Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Email: cbuck,1 cbuckinc.net
Vmes L. Buckner, P.E.
Florid P.E## 31242
1) z11OB
t`M .f Z•"4
t i� i y F.Ls
ISpecialty Structural Engineering
Manufacturer: Englert, Inc.
Product Name:
Product Category:
Product Sub -Category
Compliance Method:
Panel Description:
"Series 1101" Panel
Roofing
Metal Roofing
FL #:
FL 11698.7
Date:
10 / 22 / 08
Report No.:
08-148-1101-A,W-ER
Page
2 of 6
C'BUCK. inc. Florida Cei9ificate o/Aulhoricalion =-' 806a
State Product Approval Rule 9B-72.070 (1) (d)
"Series 1101 ", Nailstrip, Aluminum Roof Panel attached to Wood Deck
Panel Material / Standards: Material: Aluninutn
Alloy Type: 3105-H14
Corrosion Resistance:
Material shall comply with the Florida Building Code (FBC), 2007
Section 1507.4.3.
Panel Dimension(s) Thickness: 0.032" minimum
Width: 16" (Maximun net coverage)
Rib Heiaht: 1"
Support Type: Wood Deck
(Design of support system is not included in this evaluation)
Support Description: • 19/32" or greater plywood, or
• Wood plank
Slope Range: Minimum slope shall be 3:12 or greater in accordance with the Manufacturers
recommendations and in compliance with FBC 2007, including Sections 1507.4.2
and 1504.7.
Underlayment: Underlayment shall be per manufacturer's guidelines as required in FBC Section
1507.4.5
Fire Classification: Fire Classification is outside the scope of Rule 9B-72, and is therefore not
included in this evaluation. Additional approved substrates may be added for
Fire Classification purposes.
FL #: FL 11698.7
Date: 10 / 22 / 08
Report No.: 08-148-1101-A34V-E11
Page 3 of
CDUCK. Inc. Florida Cerli/lcate gfArnhorkallon » 8064
Specialty Structural Engineering
Attachment Component Roof Panel Fasteners
Description: Size: #10 k I" (3/16"minimum penetration through deck)
Type: Pancake -Head wood screws
Corrosion Resistance: Per FBC Section 1507.6.6 and I507.4.4
Standard: Per ANSI/ASME B 18.6.1.
Installation: Englert "Series 1101"Roof Panel to Wood Deck:
• Fastener Spacing: 8" o.c. maximum
(at the nailstrip, along the length of the panel and nominally within 3"
from all ends)
■ Rib Interlock: Snap -Lock
(Panel ribs shall be fully engaged to form an integral snap -lock.)
Minimum fastener penetration or embedment into deck, 3/16".
Design Uplift Pressure: - 37.5 PSF ( Safety Factor of 2 : 1 )
Install the system in compliance with the attached installation method.
Refer to manufacturer's installation instructions as a supplemental guide for
attachment.
FL M FL 11698.7
Date: 10 / 22 / 08
Report No.: 08-1.18-1101-A3X4-ER
Page 4 of 6
I CBUCK. hie. Florida Cerif icaic afAuthori_aian i 806a
Specialty Structural Engineering
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 913-72.070 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Or ID#
QUA 1824)
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-94 — Test for Uplift Resistance of Roof Assemblies —with Revisions
through February 1998
Code Compliance: The product described herein has demonstrated compliance with the Florida
Building Code 2007, Section 1504.3.2
Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code, as related to Rule 913-72.
System Limitations: The required design wind loads shall be determined f'or each project per FBC,
2007, Section 1609. The maximum fastener spacing listed herein shall not be
exceeded. Any rational analysis computations shall be prepared by a qualified
design professional and in compliance with FBC 2007; Sections 104, 105, 106.
Any extrapolation shall address fastener spacing and panel interlock strength.
This report does not evaluate use of this product in the High Velocity Hurricane
Zone.
Referenced Data: 1. UL Class 60 based on UL 580 Uplift Test
By Hurricane Test Laboratories, Inc. (FBC Organization #TST ID: 1527)
Report #0155-0716-04, Specimen #1 Date: 9/21/04
2. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
Englert, Inc. Licensee # 420
3. Certification of Independence
By James L. Buckner, P.E. a. CBUCK Engineering
(FBC Organization# ANE ID: 1916)
FL #:
FL 11698.7
Date:
10 / 22 / 08
Report No.:
OR- 148-1101-A_ XV-eR
Paue
5 o1'6
Specialty Structural Engineering CBUCK. 11- rinr&la CcriUkale gfAnlhnri_nnion 48064
Installation Method
Englert, Inc.
"Series 1101" (0.032" Aluminum) Roof Panel Attached to Wood Deck
Integral
Snap Lock
Profile Drawings
16"
Panel Profile
16" o.c.
n
#10 Pancake -Head
Screw
Typical Assembly Profile View
Wood Deck
3/4"
1
N
Eiq
FL 4: FL 11698.7
Date: 10/22/08
Repon No.: 08-148-1101 -A., NX'-[:R
Page 6 of 6
Specialty Structural Engineering CB UCK. Inc. Florida Cerifficale (?I'A whori_aijoi? 4,.',Y064
Installation Method
Englert, Inc.
"Series 1101" (0.032" Aluminum) Roof Panel Attached to Wood Deck
-14 n,1 If
vUvlf% -
19/32" Wood Deck
Typical Assembly Isometric View
rioria7,;dallllaing t-oae unnne Page 1 of 4
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
R4 'i Product Approval
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• Product Approval Menu > R-oduct or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
- Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
FL11698
New
2007
Approved
i-
Englert Inc.
1200 Amboy Ave.
Perth Amboy, NJ 08861
(732)826-8614 Ext3909
j.tripod@englertinc.com
James L. Buckner, P.E. @ CBUCK, Inc.
jimmy@cbuckinc.net
Joseph F. Tripod
1200 Amboy Avenue
Perth Amboy, NJ 08862
(732)826-8614
jftripod@aol.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i7 Evaluation Report - Hardcopy Received
James L. Buckner, P.E @ C-Buck, Inc.
PE-31242
Keystone Certifications, Inc.
12/31/2011
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL11698 RO COI CertOflndeo.odf
Standard Year
Florida Building Code 2007
TAS 125 2003
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Florida -`•wilding Code Online
2
Equivalence of Product Standards
Certified By
Seions from the Code
Product App oval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved \
iSummary of Products
Page 2 of 4
UL1897 1998
UL 580 1994
Method 1 Option D
11/24/2008
12/19/2008
12/28/2008
02/03/2009
J
FL #
Model, Number or Name
Description
111698.1J11
- Englert "Series 500"
Roof Panel - 26 Gauge Steel, 21" Width, Attached to Plywood Deck
Limits of Use
Installation Instru ons
Approved for use in HVHZ: No
FL11698 RO II 1 eries500 26GaSteelOnWood EVALREPORT. df
Approved for use outside HVHZ: Yes
Verified By: Jameg!� L. Buckner, P.E P.E. #31242
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-79
\1ods
Evaluation Reports
Other: The required design wind shall
FL11698 AE 1 Series500 26Ga5teelOnWood EVALREPORT. df
Created Independent Third Party: Yes
be determined for each project per FBC,
2007, Section 1609. The maximum, fastener
i
spacing listed herein shall not be exceeded.
Any rational analysis computations shall be
prepared by a qualified design professional
and in compliance with FBC 2007, Sections
104, 105, 106. This report does not evalua e
use of this product in the High Velocity
Hurricane Zone.
111698.2 2 - Englert "Series 0'
Roof Panel - 0.032" Aluminum, 21" Width, Attached to Plywood Deck
Limits of Use
Installation Instructions
I Approved for use in HVHZ:
FL11698 RO II 2 Series500 032AIumOnWood EVALREPORT.odf
Verified By: James L. Buckner, P.E P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No /
Created by Independent Third Party: Yes
Design Pressure: +N/A f84
Evaluation Reports
I Other: The required de5fgn wind loads shall
FL11698 RO AE 2 Series500 032AiumOnWood EVALREPORT.pdf
Created by Independent Third Party: Yes
be determined for eacVproject per FBC,
j 2007, Section 1609.,The maximum fastener
spacing listed herei shall not be exceeded.
Any rational analyyts computations shall be
prepared by a qualified design professional
and in compli}n ce with FBC 2007, Sections
104, 105, 106. This report does not evaluate
use of this,4roduct in the High Velocity
Hurricane,Zone.
111698. 3 - Englert "Series 3000"
Roof Panel - 24 Gauge Steel, 20" Width, Attached to Plywood Deck
of Use
Installation Instructions
.oved for use in HVHZ: No
impract
FL11698 RO II 3 Series1000 24GaSteelOnWood EVALREPORT. pdf
Verified By: James L. Buckner, P.E P.E. #31242
oved for use outside HVHZ: Yes'
Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-52.5
Evaluation Reports
Other: The maximum fastener spacing
FL11698 RO AE 3 Series1000 24 GaSteelOn Wood EVALREPORT.pd
Created by Independent Third Party: Yes
listed herein shall not be exceeded. All deck
butt and side joints shall be sealed by tape
and/or with a one -part urethane caulk
sealant per the tested condition. The
required design wind loads shall be
http://floridabuilding.org/pr/pr_app_dtl.aspx?pai-am=wGEVXQ«,tDgsQFc5K%2fTrZeD%?bAMp9rG')UB... 6/8/201 U
Florida Iuilding Code Online
Page 3 of 4
d
1 determined for each project per FBC, 2007,
I Section 1609. Any rational analysis
computations shall be prepared by a
qualified design professional and in
compliance with FBC 2007, Sections 104,
105, 106.
11698.4 4 - Englert "Series 1100"
Roof Panel - 24 Gauge Steel, 167' Width, Attached to Plywood Deck
Limits of Use
Installation Instructions
i Approved for use in HVHZ: No
FL11698 RO II 4 Series1100 24GaSteelOnWood EVALREPORT.pdf
Approved for use outside HVHZ: Yes
Verified By: James L. Buckner,.P.E P.E. #31242
! Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-60
Evaluation Reports
Other: The required design wind loads shall
FL11698 RO AE 4 Series1100 24GaSteelOnWood EVALREPORT pdf
Created by Independent Third Party: Yes
be determined for each project per FBC,
2007, Section 1609. The maximum fastener
spacing listed herein shall not be exceeded.
s Any rational analysis computations shall be
j prepared by a qualified design professional
and in compliance with FBC 2007, Sections
104, 105, 106. This report does not evaluate
j use of this product in the High Velocity
I Hurricane Zone.
11698.5 5 - Englert "Series 1100"
Roof Panel - 0.032" Aluminum, 16" Width, Attached to Plywood Deck
Limits of Use
j Approved for use in HVHZ: No
Installation Instructions
FL11698
RO II 5 Series1100 032Alum0nWood EVALREPORT pdf
Approved for use outside HVHZ: Yes
Verified By: James L. Buckner, P.E P.E. #31242
Impact Resistant: No
Created by Independent Third Party: Yes
j Design Pressure: +N/A/-37.5
Evaluation Reports
Other: The required design wind loads shall
FL11698 RO AE 5 Series1100 032AIumOnWood EVALREPORT pdf
i be determined for each project per FBC,
Created by Independent Third Party: Yes
2007, Section 1609. The maximum fastener
spacing listed herein shall not be exceeded.
Any rational analysis computations shall be
prepared by a qualified design professional
and in compliance with FBC 2007, Sections
104, 105, 106. This report does not evaluate
use of this product in the High Velocity
Hurricane Zone.
11698.6 1K-Englert"Series 1101"
Roof Panel - 24 Gauge Steel, 16" Width, Attached to Plywood Deck
j Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11698 RO II 6 Series1101 24GaSteel0nWood EVALREPORT pdf
Approved for use outside HVHZ: Yes
Verified By: James L. Buckner, P.E P.E. #31242
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-124
Evaluation Reports
Other: The required design wind loads shall
FL11698 RO AE 6 Series1101 24GaSteelOnWood EVALREPORT pd
be determined for each project per FBC,
Created by Independent Third Party: Yes
2007, Section 1609. The maximum fastener
spacing listed herein shall not be exceeded.
Any rational analysis computations shall be
prepared by a qualified design professional
and in compliance with FBC 2007, Sections
104, 105, 106. Any extrapolation shall
address fastener spacing and panel interlock
strength.
11698.7 7 - Englert "Series 1101"
Roof Panel - 0.032" Aluminum, 16" Width, Attached to Plywood Deck
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11698 RO II.7 Series1101 032AIumOnWood EVALREPORT i)df
Approved for use outside HVHZ: Yes
Verified By: James L. Buckner, P.E P.E. #31242
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-37.5
Evaluation Reports
Other: The required design wind loads shall
FL11698 RO AE 7 Seriesl101 032Alum0nWood EVALREPORT pdf
be determined for each project per FBC,
Created by Independent Third Party: Yes
2007, Section 1609. The maximum fastener
spacing listed herein shall not be exceeded.
Any rational analysis computations shall be
prepared by a qualified design professional
and in compliance with FBC 2007, Sections
104, 105, 106. Any extrapolation shall
address fastener spacing and panel interlock
i
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=\vGEVXQ AiDgsQFc5K%?fTr7eD%2bAN4p9rG3t?B... 6/8/2010