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Address/Phone/Email
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Address/Phone/Email
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Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
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Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL28113-R3
Revision
2020
Approved
Integrity Metals LLC
2604 B Piper Drive
Vero Beach, FL 32960
(772) 584-2654
Admin@integritymetaisfl.com
Joe Keene
Admin@integritymetalsfl.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
David Eng
PE-81377
PRI Construction Materials Technologies, LLC
05/25/2023
James R Wally, PE
W- Validation Checklist - Hardcopy Received
FL28113 R3 COI 26Qa IM100FF Dlvwood.odf
Referenced Standard and Year (of Standard) Standard
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Year
2015
2006
Florida Licensed Professional Engineer or Architect
FL28113 R3 Eauiv 1897-2015 eauiv letter.odf
Method 1 Option D
h4s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgseOW WJsQVE.. 1 /28/2022
Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summarvof Products
06/09/202.1
b6/10/2021
06/15/2021
08/10/2021
Page 2 of 2
FL*
Model, Number or Name
Description
28113.Y011
26ga (min) IM10OFF on 15/32"
269a (min) IM10OFF nailstrip panel on 15/32", plywood (min)
plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL28113 R3 II 26ga IM100FF Dlvwood.Ddf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-108.5
Evaluation Reports
Other: -108.5 PSF @ 5" oc and w/self-adhering
FL28113 R3 AE 26ga IM100FF Dlvwood.Ddf
underlayment i -78.5 PSF @ 10" oc
Created by Independent Third Party: Yes
28113.2
02 1 29ga (min) IM36TR on 15/32"
plywood
29ga (min) IM36TR exposed fastener ag panel on 15/32"
plywood (min)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F1_28113 R3 II 29aa IM36TR olvwood.odf
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/-146
Evaluation Reports
Other: 146psf with 9"-9"-9"-9" fastener pattern @ 12" o.c, i
1`1_28113 R3 AE 29ga IM36TR DlvwoodPdf
86psf with 9"-9"-9"-9" fastener pattern @ 24" o.c.
Created by Independent Third Party: Yes
28113.3 03 126ga (min) IM36PBR on 15/32" 26ga (min) IM36PBR exposed fastener PBR panel on 15/32"
plywood plywood (min)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL28113 R3 1I 26ga 'IM36PBR olywood.Ddf
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/-119.5 Evaluation Reports
Other: 119.5psf with 12"-12"-12" fastener pattern @ 12" FL28113 R3 AE 26ga IM36PBR alvwood.odf
o.c. i 71psf with 12"-12"-12" fastener pattern @ 24" o.c. Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail 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 455.275
(1), Florida Statutes, effectiveOctober1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails 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 here .
Product Approval Accepts:
Credit Card
safe .
https://www.floridabuilding.org/pr/pr_app_dtl:aspx?param=wGEVXQwtDgseOWWJsQVE.. 1 /28/2022
�i
INTEGRITY METALS.
Architectural Fabrication
IM10OFF
26ga (min) 16" wide (max) nailstrip panel over 15/32"
plywood
Product Description: Nailstrip panel with 16" maximum panel width, and nominal rib height of 1 ".
Product Material: 26ga (min) steel. Corrosion resistance per FBC 1507.4.3 where required
Fastener: #10 x 1" low profile fastener. Larger diameter and longer length fasteners are acceptable. Stainless fasteners are
acceptable. Compliant with FBC 1506.6 where required.
Substrate/Deck:15/32" (min) plywood or1/a" (min) thick wood plank (min S.G. of 0.42).
Max. Allowable Loads & Installation Requirements:
Method A: 78.5 psf 'I Install fasteners every other hole (±10" o.c.)
Method B:108.5 psf I Use self -adhering underlayment and install fasteners every hole (±5")
Factor of Safety of 2.0 applied to calculate allowable loads.
METHOD A
FEMALE LEG SNAPS
--- ` ONTO MALE LEG
n
� #10 FASTENER
EVER OTHER
HOLE (±10" O.C.)
Evaluated By: David Eng, PE I Timberlake Cove, LLC
1317 Edgewater Or Ste 2339 I Orlando FL
PE Lic. No: 81377 I CA Lic. No: 33344
.www.TimberLakeCove.com
METHOD B
J� FEM1ALE LEG SNAPS
ONTO MALE LEG
PANEL INSTALLED OVER
SELF -ADHERING UNDERLAYMIENT
410 FASTENER
EVERY HOLE
- O.C.)
\�11111111/���
o.• ►GENSF • '.0
No. 81377
STATE OF Z ���
1VAl. �\
11111111
DigiW J signed by David E Eng
✓A� Cdnfa!Wnfo:
✓ti'� "" �- dpvij;jg@dmbedakacove.wm
Date�;2021.D6.0616:40:10-04'
This item has been digitally signed and
sealed by D.E. Eng, PE, on the date
indicated. Printed copies of this document
are not considered signed and sealed and
the signature must- be verified on any
electronic copies
Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020,1504.3.2 (non-HVHZ).as required by FL Rule
61620-3, method 1, D; subject to the exclusions/limitations noted below.
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.
Panel Accessories: The manufacturer does not require the use of closures, sealants, butyl, or other similar accessories between bottom edge
of panel and drip edge, or in other locations. The use of closures and sealants may be advisable in some cases, however that decision is the
discretion of the project owner and the installer.
Technical Documentation:
This product has been tested to the following standards by_nowIntertek Testing (TST 1527).
UL5801UL1897: report 17726.05-450-44 (used with permission) and.K4846.01-450-44.
Design Process:
Compare the maximum allowable loads on page 1 to the ASD uplift pressures for the project to determine sufficiency and installation
requirements.
Alternatively, as an option, 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 and 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: I
David Eng, PE and Timberlake Cove, LLC do not have, nor will they acquire a financial interest in any company manufacturing or distributing products
under this evaluation. The same entities do not have, nor will they acquire, a financial interest in any other entity involved in the approval or testing
process of the product.
Exclusions and Limitations:
Design of deck and roof structure (to include deck attachment) 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. Static water leakage 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 61 G20-3. Neither
Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based
a:n this evaluation report. This report is limited solely to,documenting compliance with Rule 61 G20-3, and makes no express or
implied warranty regarding performance of this product.
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof, or gable/hip roof with max slope of 45°
Have a mean roof height of 30 feet or less
FL28113.1: 26aa IM10OFF on 15/32" Mvwood
Wind 120
130
140
150
160 170 180 190 200
Zone 1: A
A
A
A
A A A. A,
Zone 2: A
A
A
A
A B
Zone 3: A
A
A
A
B3 B
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 450, or gable roof with slope between 200 and 45°
Have a mean roof height of 30 feet or less
FL28113.1: 26aa IM100FF on 15/32" Dlvwood
Wind 120
130
140
150
160 170 180 190 200
Zone 1: A
A
A
A
A A A A A
Zone 2: A
A
A
A
A A�GT'�
Zone3: A.
A
A
-A
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 gable/hip roof with max slope of 45°
Have a mean roof height of 30 feet or less
FL28113.1: 26aa IM10OFF on 15/32" Divwood
Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A A A B B B
Zone 2: A B , B
Zone 3. 1K'B. 3.6' ` k .
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 45°, or gable roof with slope between 200 and 450
Have a mean roof height of 30 feet or less
FL28113.1: 26aa IM100FF on 15/32" Dtvwood
Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A A _ A, A BBB:
Zone 2: A A B B
Zone 3: A
OPTIONAL ENGINEERING LOAO TABLES
Instructions:
Select the appropriate load table that applies to the structure in question.
Determine the design wind speed forthe 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.
Application:
There are conservative assumptions used in combining scenarios for these load tables for cases
when the required design load is unknown. The maximum allowable loads for this product are
shown on page 1 of this approval. If the required allowable design loads are known, and the
required design loads are less than the allowable load of the product, then the product is
sufficient for use, and these optional load tables can be ignored.
If the required design loads are NOT known, then the appropriate load table here may be used.
These optional toad tables are subordinate to the max allowable loads shown on page 1 (they are
merely one conservative application of those loads). In no case shall these load tables be
interpreted to restrict the application of this product more than the max allowable loads shown on
page 1. The max allowable loads shown on page 1 are the controlling design data for this product;
NOT these optional load tables.
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a: 10%OF LEAST HOIZONTAL DIMENSION OR OAh. WHICHEVER IS SMALLER. BUT NOT
LESS THAN EITHER 41; OF LEAST HORIZONTAL DIMENSION OR 3FT kUMJ.
OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE
ROOF ZONES FOR GENERIC BUILDING