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Search dr 4 Product Approval USER: Public User N Froduet Approval WnU > - _ - > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method > Application Detail FL28113-R2 Revision 2020 Approved Integrity Metals LLC 2604 B Piper Drive Vero Beach, FL 32960 (772) 584-2654 Admin@integritymetalstl.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 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL2 113 R2 OI 2 ga IM100 plywood.pdf Standard Year UL 1897 2015 UL 580 2006 Florida Licensed Professional Engineer or Architect FL29113 R2 Eq.LAiv 1897-2015 equiv letter.pdf 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 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:: Re€un 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 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, 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::] ®Its_ 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 F13C 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.). Evaluated By: III fill" E• p N _ EN No. 91377 STATE Or rrrrfri�it�� Factor of Safety of 2.0 applied to calculate allowable loads. David Eng, PE Timberlake Cove, LLC 3324 W Univ. Ave # 206, Gainesville FL 32607 PE Lic. No: 81377 CA Lic. No: 33344 www.timberiakeeove.com www.integrityMetaisFi.com Page 1 INTEGRITY METALS METAL ROOFING MADE HERE 2604 Piper St Ste B Vero Beach FL 32609 (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 METALS METAL ROOFING MADE HERE Design Load Tables: 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 a-- 2604 Piper St Ste B Vero Beach FL 32609 (772) 584-2654 t a '01 C `. �.F1172 2 3 2 2 2 3 3 /2 1 1 2 3 3 3II a LIOWO LEAST HOIZONTAi DWENSION OR 0.1h. MIGR VER IS SMALLER, SUr NOT SS THPN ER R 4`e OF LEAST MORVCNTAL F1lME MN OR3 TOW). OR A D ERM ED BY DESIGN OR OTYER APPLICABLE OODE. ROOF ZONES FOR GENERIC BUILDING 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: (1) #10 x 1" (min) fastener every other hole (±10" o.c.) Method B: (1) 410 x 1" (min) fastener every hole (±5" o.c.) with self -adhering underlayment 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 fiat roof, or gablelhip roof with max slope of 45' Have either a flat roof, or gable/hip roof with max slope of 45' 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 stri2 on 15/32" inlywood 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 451, 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.IntegrityMetalsR.com Page 3