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FL# FL17022-R9
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Extreme Metal Fabricators, LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
ftvalidation@yahoo, cam
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
J Q--111
Contact Lis BCiS Site ihlap I.inkS Scarch
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the David Eng
Evaluation Report
Florida License PE-81377
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By James R Wally, PL
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17022 R9 COI 26ga VMAX &Aood.pdf
Standard
Year
TAS 100
1995
TAS 125
2003
UL 580
2006
Sections from the Code
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Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Su
Method 1 Option D
10/05/2020
10/12/2020
10/25/2020
12/15/2020
12/16/2020
FL V I Model, Number or Name Description
17022.1 01: 26ga VMax on Plywood 26ga (min) VMax 5V panel with 24" coverage on 15/32" (min)
plywood or 3/4" (min) thick wood plank.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R8 II 26ga VMAX nlywood.pdf
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-228 Evaluation Reports
Other: Refer to evaluation report. FL17022 R8 AE 26ga VMAX p1vwood.pdf
Created by Independent Third Party: Yes
117022.2 02: 032 Aluminum VMax on Plywood
Nominally 0.032" aluminum (or thicker) VMax SV panel with
21" coverage on 15/32" (min) plywood or 3/4" (min) thick
wood plank.
Y
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R8 11 032 VMAX 21in plytvood.pdf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-168.5
Evaluation Reports
Other: Refer to evaluation report.
FL17077 R8 AE 032 VMAX 21in plywood.pdf
Created by Independent Third Party: Yes
17022.3 03: 26ga VMax on Plywood 26ga (min) VMax 5V panel with 24" coverage on 15/32" (min)
plywood or 3/4" (min) thick wood plank. Option for fasteners in
the flats and in the ribs.
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL170ZZ U II 26ga VMAX plywood flats.pdf
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-114.25 Evaluation Reports
Other: Refer to evaluation report. FL17022 R8 AE 26ga VMAX &SLeod flats.pdf
Created by Independent Third Party: Yes
17022.4 04: 26ga CorMax on Plywood 26ga (min) CorMax corrugated panel with 29,5" coverage on
15/32" (min) plywood or 3/4" (min) thick wood plank.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL17022 RB II 25ga CorMax Plywood HV pelf
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-161 Evaluation Reports
Other: Refer to evaluation report. FL17022 RB AE 26ga CorMax Plywood HVHZ,odf
Created by Independent Third Party: Yes
17022.5 05: 26ga CorMax on Battens 26ga (min) CorMax corrugated panel with 29.5" coverage on
2x4 (min) battens.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 RE; II 269a CorMax Battens.pdf
Approved for use outside HVHZ: Yes Verified By: David Eng, PF 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-161 Evaluation Reports
Other: Refer to evaluation report. FL17022 R8 AE 26ga CorMax Battens.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of rinrfda is an AA/EEO employer. Copyright 20C 7-2013 state of Florida.:: Privacy-_% tc rnt :: Accessibility- Statement :: Refund Statement
Under Florida law, email addresses arc public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
moT{ to this entity. InStcad, cvntact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.27511),
Plnrida Statutes, effective October 1, 7012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The emails
https:/lfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBOpHpQQe6rMZMkUEoR%2bda/o2buNxXG°/a2bnikhGTtoBWMlaQ%3d%3d 2/3
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provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click he. .
Product Approval Accepts:
M7 W:1 1 Peck
Credit Gard
Safe
thttps:/lfloridabuild€ng.orglpr/pr_app_dtl.aspx?pararn=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG°/fl2bnlRhoTtol3WMlaQ%3d°/n3d 313
MAX
FL17022.01-R8
M E T A L
FABRICATORS
SKILLED CRAFTERS
26ga (min) " MAX over 15/32" (min) plywood
Extreme Metal Fabricators
2120 SW Poma Dr 1 Palm City FL 34990
Product Description
5V Crimp style exposed fastener panel with 24" max coverage and nominal
rib height of 3/8".
Product Material
26ga (min) steel
Corrosion resistant per FBC 1507.4.3 where required
Fastener
#9 or #10 x 1.5" fastener with sealing washer
Compliant with FBC 1506.6 where required.
Substrate/Deck
15/32" (min) plywood or
3/4" (min) thick wood plank (min S.G. of 0.42)
Evaluated by:
David Eng, PE
Timberlake Cove, LLC
3324 W Univ Ave #206 1 Gainesville FL
FL PE 61377 1 FL CA 33344
www.TimberLol<eCove.corn
E. F
David E Eng No. 81377
s 2020,10.06 -
00:08:33+01'00_
0. STATE OF ((/4ij `
.
/lr111114ti�,
MAX
FL17022.01-R8
Underlayment: Comply with local building code or FBC 1507.1.1 where required.
Slope: Comply with focal building code or FBC 1507.4.2 where required.
Re -Roofing: This panel may be installed over a single layer of existing shingles as permitted
by local building code or FBC 1511, provided the existing roof meets the conditions required by
the applicable code.
Maximum Allowable Loads & Installation Requirements:
*Iiethocl A: #9 x 1.5" fastener, in 12"-12" pattern at..16" o c : 86 PSF
Method B: #10 x 1.5" fastener in 12"-12" pattern at 16" o_c.: 93.5 PSF
Method C: #10 x 1.5" fastener in 12"-12" pattern at 8" o.c.: 101 PSF
Method D: #10 x 1.5" fastener in 12"-12" pattern at 6" o.c.: 228 PSF
A factor of safety of 2 has been applied.
Technical Documentation:
This product has been tested to the UL 580 standard by Architectural Testing (now Intertek
Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in
FL 17022.01-R7
Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020,
1504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method 11D.
This product as described has been tested and demonstrated compliance with:
UL580 - Test for Uplift Resistance of Roof Assemblies
• UL 1897 - Uplift test for roof covering systems
Design Process:
The load tables in this report provides one prescriptive option for the fastening requirement
for the applicable wind loads for roofs within the parameters described. For roofs outside of
the listed parameters, design wind loads shall be determined as required by F6C 1609, ASCE 7, or
other design code in force, using allowable stress. These load tables are based on ASCE 7-16.
Use of these tables assumes that the structure is:
• Enclosed and conforms to wind-borne debris provisions and is a regular shaped building
• Is not subject to across -wind loading, vortex shedding, or instability; nor does it have a
site location for which channeling or buffeting warrant consideration
Engineering analysis may be completed by other licensed engineers for project specific
approval by local authorities having jurisdiction.
Certification of Independence:
David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company
manufacturing or distributing products under this evaluation. The some entities do not have, nor will
acquire, a financial interest in any other entity involved in the approval process of the product.
Exclusions and Limitations:
Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by
others. Fire classification and shear diaphragm design are outside the scope of this evaluation_ Accelerated
weathering/salt spray is outside the scope of this evaluation.
This report is limited to compliance with structural wind load requirements of FEC 1504.3.2, a$ required by
Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions,
interpretations, or designs made by others based on this evaluation report. This report is limited solely to
documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding
performance of this product. Installation shall be subject to the local building code and authority having
jurisdiction; this report shall not be construed to supersede local codes in force.
MAX
FL17022.01-R8
Instructions:
Select the appropriate load table that applies to the
Structure in question.
Determine the design wind speed for the project
location.
Use the attachment method indicated for that
windspeed within each roof zone.
NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept.
For the load tables below, the worst case was taken
for each zone and reported using the standard zones
1-2-3:
Zone 1 includes zones 1 and V
Zone 2 includes zones 2e, 2r, and 2n
Zone 3 includes zones 3e and 3r
Combining these zones creates a clear, simple
scheme, at the expense of some design efficiency_
Contact the manufacturer for further information,
or consult a licensed design professional.
METHOD A: METHOD B: METHOD C:
#9 AT 16" O.C. #10 AT 16" O.C. #10 AT 8" O.C.
—a
o�: of LEASTHoiavRrAc o�luERs�w�oR n.�,s��Ic�eveR �s SMALLeR_guT lw;T
ORTNRHEITHERB OESICN MOTHERTFLOFMEHSCDE]E5SO 9«1
OR lS DCTCR1.11NC0 BY DCSIGN 6R OTHER AP%IUBLE COOL
ROOF ZONES FOR GENERIC BUILDING
METHOD D:
410 AT 6" O.C.
-i
a
a
r-12° (NOM) 12" (NOM)� NR: NOT RATED. CONSULT DESIGN
PROFESSIONAL AS NEEDED
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof, or gablelhip roof with max slope of 12:12
Have a mean Roof Height of 30 feet or less
FL17022.01: 26aa 5V Crimu on 15132" olvwood
Wind
105 110
120
130
140
150
160
170
180 190 200
Zone 1:
A A
A
A
A
A
A
A
A A A
Zone 2:
A A
A
A
A
A
A
A
C
Zone 3:
A A
A
A
A
A
B
C
D ""D D^
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof less than 7°, hip roof with
max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12
Have a mean Roof Height of 30 feet or less
FL17022.01: 26aa 5V CrimD on 15132" Ialvwood
Wind
105
110
120
130
140
150
160
170
180
190.200
Zone 1:
A
A
A
A
A
A
A
A
A
A A
Zone 2:
A
A
A
A
A
A
A
A
A
B C
Zone 3:
AAA
A
A
A
A
B
D
"D �F,.D.
Use this load table for structures which meet the following criteria:
Are located in 8, C, or D exposure area
Have either a flat roof, or gable/hip roof with rnax slope of 12:12
Have a mean Roof Height of 30 feet or less
FL17022.01: 26aa 5V CrimQ on 15132" nivwood
Wind
105
110
120
130
140
150
160 170
180
190 20C
Zone 1:
A
A
A
A
A
A
A c
b
D.. D
Zone 2:
A
A
A
A
C
D�_
D" a, D
� 'D_,';
D' D.
Zone 3:
A
A
A
C
D.D`
D`,D
3 D.'
Use this load table for structures which meet the following criteria:
Are located in B, C, or D exposure area
Have either a flat roof less than 7°, hip roof with
max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12
Have a mean Roof Height of 30 feet or less
FL17022.01: 26aa 5V CrimD on 15132" Dlvwood
Wind
105
110
120
130
140
150
160 170 180
190 20(
Zone 1:
A
A
A
A
A
A
A B C
`'. D D
Zone 2:
A
A
A
A
A
B
D, D `::D
.Da D
Zone 3:
A
A
A
B
D=-
.D�� D ` D'
. D'-' D