2604 Piper St Ste B Vero Beach FL 32609

(772) 584-2654

www.IntegrityMetalsFl.com Page 1

Compliance statement: This product as described has demonstrated compliance with

Florida Building Code 2017, Section 1504.3.2, as required by Rule

61G20-3, method 1D

Manufacturer: Integrity Metals, LLC | 2640 Piper Dr, Ste. B, Vero Beach, FL

32960 | 772-584-2654 | www.intregritymetalsfl.com

Product: IntegriLok 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.

Substrate/Deck: Minimum 15/32” 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 I7726.05-450-44 R0. This test

report is owned by Quality Metal Roof Fabricators, who has given

written authorization for Integrity Metals to use this report.

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: 86psf | Install fasteners every other hole (±10” o.c.).

Installation Requirements: Method B: 108.5psf | Use self-adhering underlayment and install

fasteners in every hole (±5” o.c.).

Factor of Safety of 2.0 applied to calculate allowable loads.

Evaluated By: David Eng, PE Timberlake Cove, LLC 3324 W Univ. Ave # 206, Gainesville FL 32607 PE Lic. No: 81377 CA Lic. No: 33344 www.timberlakecove.com

IM100 IntegriLok 26 gauge (min) 16” wide nail strip panel over 15/32” plywood

Florida Product Approval Number 28113

2604 Piper St Ste B Vero Beach FL 32609

(772) 584-2654

www.IntegrityMetalsFl.com Page 2

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 shall be completed by

others. Fire classification is not part of this evaluation.

Shear diaphragm design 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. Timberlake Cove is not 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.

Design Process: The load table in this report prescribes 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, using allowable stress.

Engineering analysis for “project specific approval by local authorities having jurisdiction” is allowed by other licensed engineers.

2604 Piper St Ste B Vero Beach FL 32609

(772) 584-2654

www.IntegrityMetalsFl.com Page 3

Applies to:

Exposure: B

30' max mean roof height

Gable roofs between 1.5:12 and 12:12

Hip roofs between 1.5:12 and 6:12

Low rise, regular shaped buildings per ASCE 7-10

Wind: 120 130 140 150 160 170 180 200

Zone 1 A A A A A A A A

Zone 2 A A A A A A A A

Zone 3 A A A A A A A B

FL 28113: 26ga IM 100 on 15/32 plywood

No unusual site or building characteristics which

require further consideration

Applies to:

Exposure: Any

30' max mean roof height

Gable roofs between 0:12 and 12:12

Hip roofs between 0:12 and 6:12

Low rise, regular shaped buildings per ASCE 7-10

Wind: 120 130 140 150 160 170 180 200

Zone 1 A A A A A A A A

Zone 2 A A A A A B B ***

Zone 3 A A B B *** *** *** ***

FL 28113: 26ga IM 100 on 15/32 plywood

No unusual site or building characteristics which

require further consideration

Design Load Tables:

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.

Method A: (1) #10 x 1” (min)

fastener every other hole (±10”

o.c.)

Method B: (1) #10 x 1” (min)

fastener every hole (±5” o.c.) with

self-adhering underlayment