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FL # FL17022-R9
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Fxtreme Metal Fabricators, LLC
Address/Phone/Email 2160 SW Roma Drive
Palm City, FL 34990
(772)872-8034
fivalidation@yahoo.com
Authorized Signature Richard McKuhen
flvalidation@yahoo.com
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
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
Duality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By James R Wally, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17022 R9 COI 269a VMAX plywoodpdf
Standard
TAS 100
TAS 125
U L 580
Year
1995
2003
2006
Sections from the Code
https:llfloridabuilding.orglprlpr app_dti.aspx?param=wGEVXQwtDgv2aBQPHpQQe6rMZMkUEoR%2b7ZBOgjsB2joMvlui8gwLyA%3d%3d 1/3
1 /412021
Florida Building Code Online
®r
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Method 1 Option D
10/05/2020
10/12J2020
10/25/2020
12/15/2020
12/16/2020
FL #
Model, Number or Name
Description
17022.1
01: 26ga VMax on Plywood
269a (min) VMax 5V panel with 24" coverage on 15/32" (min)
plywood or 3/4" (min) thick wood plank.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL17022 R8 II 26ga VMAX plywood.pdf
it Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
I 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 1?1 Lyood.ji
Created by Independent Third Party: Yes
117022,2 02: 032 Aluminum VMax on Plywood
Nominally 0,032" aluminum (or thicker) VMax 5V panel with
21" 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 032 VMAX 21in plywood.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 evaluatior report.
FL17022 R8 AE 032 VMAX 21in plywood.pdf
Created by Independent Third Party: Yes
17022.3
03: 26ga VMax on Plywood
269a (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
FL17022 R8 II 26ga VMAX 11jyyy_god flats pdf
i Approved for use outside HVHZ: Yes
Verified By: David Engr PE 8137-1
I 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 plywood flats.pdf
Created by Independent Third Party: Yes
04 26ga CorMax on Plywood
26ga (min) CorMax corrugated panel with 29.5" coverage on
15/37" (min) plywood or 3/4" (min) thick woad plank.
Limits of Use
Installation Instructions
Approved for use in HVHZ; Yes
FL17022 R8 II 269a CorMax Plywood HVHZ.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/-161
Evaluation Reports
I Other: Refer to evaluation report.
EL17022 R8 AE 26ga Cor-Max Plywood HVHZ,pdf
Created by Independent Third Party: Yes
17022.5
j 05: 26ga Corli on Battens
26ga (min) CorMax corrugated panel with 29.5" coverage on
2x4 (min) battens.
Limits of Use
Installation Instructions
{I Approved for use in HVHZ; No
FL17022 R8 II 26ga CorMax Battens.pdf
I Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
l Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-161
Evaluation Reports
jl
Other: Refer to evaluation report,
FL17022 R8 AE 26ga CorMax Battens.pdf
Created by Independent Third Party, Yes
r3.nCli t+3 L: xt
Contact Us :: 2601 Blair stone Road Tallahassee FL 32399 Phone: 850-487-1624
The State of Florida is an AAJEEO employer, Cgpyright 2QQ7-Z013 Stake a€ Flgrida :: PrlO cy Statement :: Accessibility. Statement :: Refund Statement
Under Florida law, email addresses are public records. if you do not want your a -mail address released in response to a puhlic-i'eeords request, do hat send electronic
man to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 45S.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emaif address if they have one. The emails
https:/lfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR°/u2bd%2buNxXG%2bnlRhOTtoBWMIaQ°/`3d°/`2d 2/3
1/4/2021
Florida Building Code Online
provided may oe used for ress, please
provide he Department wih an email address which can becmade available to he publicSTo deterrmiges are ne ff you aric record, e a�lice see under Chapter 45u do not wish to supply a 5 personal
click here .
Product Approval Accepts:
check
Credit
https:llfloridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBOpHpQQe6rMZMkUEoR°/Q2bd°/a2buNxXG°lo2bnlRhGTtoBWMIaQ%3d°fo3d 313
26ga (min) ,!MAX over 15/32" (min) plywood
Extreme Metal Fabricators
2120 SW Poma Dr I Palm City FL 34990
Product Description
Sv 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 B1377 I FL CA 33344
www-TimberLakeCove com
tiy�llfl!!///
E.
David E Fng
2020.10.06 : No. 81377
00:08-33+01-00_
bob.0 STATF OF ((�
II
Underlayment: Comply with local building code or FBC 1507 1 1 where required.
Slope: Comply with local 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:
*Method A. #9 x 1 5" fastener in 12"-12" attern at 16" o.c.• 86 P5F -- 7Ul�q
Method B: #lox 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 of 8" o.c.: 101 PSF
Method D_ #10 x 1.5" fastener in 12"-12" pat tern at 6" a.c.: 228 PSF
A factor of safety of 2 has been applied. Z� a
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 1D.
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 FBC 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
1=nglneering 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 same 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 raof 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 spry is outside the scope of this evaluation.
This report is limited to Compliance with structural wind load requirements of FBC 1504.3.2, as 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_
1. MAX
FL1.7022.01 R-8
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 1'
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:
#9 AT 16" O.C_ #10 AT 16" O.C.
METHOD C:
#10 AT 8" O.C.
12%OF LEAST HOIZONTAL DIMENSION ORO.6h. WHICHEVER tS SMALLER. BUT NOT
LESS T"AN EITHER 4` OF LEAST HORIZONTAL DIMENSION OR lFT (0 9M(.
OR AS DETERMINED SY DESIGN OH OTr[Rn IDADL[ CODE.
ROOF ZONES FOR GENERIC BUILDING
METHOD D:
#10 AT 6" O.C.
r- -12" (NOM) 12" (NOM) - -1 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
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, or gablelhip roof with max slope of 12:12
Have a mean Roof Height of 30 feet or less
a
FL17022.01: 26
a 5V Crimp
on 15132" P11
ood
FL17022.01: 26
a 5V Crimp on 15132" plywood
Wind 105
110
120
130
140
150
160
170
180 190
200
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 1: A
A
A
A
A A A C t�
Zone 2: A
A
A
A
A
A
A
A
C
Zone 2: A
A
A
A
C
Zone 3: A
A
A
A
A
A
8
C
:� a _L'?
©'i,
Zone 3: A
A
A
C
Q.� '�• , `. Cj �(��' •
..
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof less than 70, 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: 26 a 5V Crimp on 15132" plmood
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:
A
A
A
A
A
A
A
B
Cn
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 79, 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: 26ga 5V Crimp on 15/32" Dlvwood
Wind
105
110
120
130
140
150 160 170
180 190 200
Zone 1:
A
A
A
A
A
A A B
C[
Zone 2:
A
A
A
A
A
B DD
G L? D
Zone 3:
A
A
A
B
.