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FL# FL28113-R2
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Integrity Metals LLC
Address/Phone/Email 2604 B Piper Drive
Vero Beach, FL 32960
(772) 584-2654
Admin@integritymetalstl.com
Authorized Signature Joe Keene
Admin@integritymetalsfl.com
Technical Representative
Address/Phone/Email
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
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 05/25/2023
Validated By James R Wally, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL2 113 R2 OI 2 ga IM100 plywood.pdf
Referenced Standard and Year(of Standard) Standard Year
UL 1897 2015
UL 580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL29113 R2 Eq.LAiv 1897-2015 equiv letter.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 07/31/2020
Date Validated 08/19/2020
Date Pending FBC Approval 06/19/2020
Date Approved 10/13/2020
Summer of Products
FL# Model,Number or Name Description
28113.1 26ga(min)IM100 on 15/32" 1269a(min) IntegriLok IM100 nailstrip panel on 15/32"plywood
plywood (min)
Limits of Use Installation Instructions
Approved for use in HVHZ: No
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/-108.5 Evaluation Reports
Other: -108.5 PSF @ 5"oc and w/self-adhering underlayment FL28113 R2 AF 269a IM100 piywood.pdf
-78.5 PSF @ 10"oc Created by Independent Third Party: Yes
BacL t+leat
Contact Ds:: o I A§ir Stone Road,Tallahassee F_32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer._QRo� - ate f . .::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-retards request,do not send electronic
mait 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,effective October 1,2012,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 ran be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
®E::] ® R_ M
Credit Card
Safe
IM100 IntegriLok
26 gauge (min) 16" wide nail strip panel over 15/32" plywood
yt
Florida Product Approval Number 28113.1
4
Compliance statement: This product as described has demonstrated compliance with
Florida Building Code 2020, Section 1504.32, as required by Rule
61 G20-3, method 1 D
Manufacturer: Integrity Metals, LLC 12640 Piper Dr, Ste. B, Vero Beach, FL
32960 1 772-584-2654 1 www.intregritymetalsfl.com
Product: Integril-ok IM100 is a nailstrip panel with a 16" maximum panel
width, and nominal rib height of 1."
Material: This product is manufactured from 26ga or thicker steel with yield
strength of at least 50ksi, and corrosion resistance per FBC
1507.4.3.
Fastener: #10 x 1" low-profile style fastener compliant with FBC 1506.6.
Larger diameter and longer length fasteners are acceptable.
Stainless steel fasteners may be used.
Substrate/Deck: Minimum 15132" thick plywood.
Underlayment: Comply with FBC 1507.1.1 where applicable.
Slope: Comply with FBC 1507.4.2 where applicable.
Technical Documentation: This product has been tested to the UL 580-06 standard by
Intertek Testing (TST-1527), report 17726.05-450-44 R0. This test
report is used with permission.
This product has also been tested to UL 580-06 and UL 1897-15
by Intertek, report K4846.01-450-44 R0,
Max. Allowable Loads & Method A: 78.5psf I Instali fasteners every other hole (t10" o.c.).
Installation Requirements: Method B: 108.5psf I Use self-adhering underlayment and install
fasteners in every hole (t5" o.c.).
Factor of Safety of 2.0 applied to calculate allowable loads.
Evaluated By: David Eng, PE
111 fill"
ill" Timberlake Cove, LLC
� 3324 W Univ. Ave#206, Gainesville FL 32607
1l7 .
' �OcE+vSF' PE Lic. No: 81377
- CA Lic. No: 33344
O'$� �� - www.timberiakeeove.com
STATE Qr
www.integrityMetaisFi.com Page 1
'�, ��NAL
N T EG P I T Y 2604 Piper St Ste B
METALS Vero Beach FL 32609
METAL ROOFING MADE HERE (772) 584-2654
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.
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 & 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.
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
61 G20-3, and makes no express or implied warranty
regarding performance of this product.
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
Engineering analysis may be completed by other licensed
engineers for project specific approval by local authorities
having jurisdiction.
FL28113.1 www.IntogrityMeta[SFI.com Page 2
INTEGRITY 2604 Piper St Ste B
METALS Vero Beach FL 32609
METAL ROOFING MADE HERE (772) 584-2654
a
Design Load Tables: , �\
Select the appropriate load table that applies to the
structure in question. 2 2
Determine the design wind speed for the project
2 �
location. 2 t 2 2 3 a
2 2 3 a
Use the attachment method indicated for that /2
windspeed within each roof zone. I , I f 1 1 2
/
NOTE:ASCE 7-16 and FBC 2020 adopt a 7-zone a 3 ` u- 3
concept. For the load tables below, the worst case I
was taken for each zone and reported using the a HIPROOF GABLE ROOF -�a
;fir•.
standard zones 1-2-3:
a IOib Of LEAST HOIZONTAi DWENSION OR O.1h., lCl+ R IS SMALLER,SUr NOT
LESS THPN ERIfEA 4`e OF LEAST NORIZt]NTAL F1lMEN5ftlN OR 3Fi{6 9M,.
Zone 1 includes zones 1 and 1' ORA DETERMINED BY DESIGN OR OTYER APPLICABLE CODE.
Zone 2 includes zones 2e, 2r, and 2n ROOF ZONES FOR GENERIC BUILDING
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.
1
1 Method A: (1)#10 x 1" (min)fastener every other
hole (±10" o.c.)
Method B: (1)410 x 1" (min)fastener every hole
a� (±5" o.c.)with self-adhering underlayment
` l
NR: Consult a design professional to assess the
proposed installation
Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria:
Are located in Exposure B area Are located in B,C,or D exposure area
Have either a flat roof,or gablelhip roof with max slope of 45' Have either a flat roof,or gable/hip roof with max slope of 450
Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less
FL28813.1: 26 a IM100 1" nail stril2 on 15/32" nlvwood FL28813.1: 26 a IM100 1" nail stri on 15132" plywood
Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A A A A A A A B Zone 1: A A A A B B
Zone 2: A A A A A B: B 13 Zone 2: A 6 B
Zone 3: A A A A B B Zone 3: B B
Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria:
Are located in Exposure B area Are located in B,C,or D exposure area
Have either a flat roof less than 7°,hip roof with Have either a flat roof less than 7°,hip roof with
max slope of 45°, or gable roof with slope between 20'and 45, max slope of 45°,or gable roof with slope between 20°and 45'
Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less
FL28813.1: 26cia IM100 1" nail stri on 15132" plywood FL28813.1: 26 a IM100 1" nail strip on 15/32" Plywood
Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A A A A A A A A Zone 1: A A A A A B B
Zone 2: A A A A A A 8 B ' B Zone 2: A A B. B
Zone 3: A A A A B Zone 3: A g B;
FL28113.1 www.lntegrityMetalsFLcom Page 3