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HomeMy WebLinkAboutProduct ApprovalHot Topics I Submit Surcharge I Stats a Facts I Publications Florida x 1 Product Approval q���r �.,5 r USER: Public User BCIS Site Map I Links I Search Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL28113-112 RECEIVED Application Type Revision Code Version 2020 JUN 2 5 2021 Application Status Approved St. Lucie County garmltting Comments Archived 0 Product Manufacturer Integrity Metals LLC Address/Phone/Email 2604 B Piper Drive Vero Beach, FL 32960 n (772) 584-2654G®� IQX'7 Admin@Integrltymetalsfl.com��iV®1� Authorized Signature Joe Keene G Admin@integritymetalsfi.com 06 � Technical Representative vv 0 0 10 Address/Phone/Email Quality Assurance Representative �a Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G 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 M Validation Checklist - Hardcopy Received Certificate of Independence FL28113 R2 COI 26aa IM100 o dpdf a Referenced Standard and Year (of Standard) Standard Year UL1897 2015 UL 580 2006 Equivalence of Product Standards - Certified By Florida Licensed Professional Engineer or Architect F1.28113 R2 Eauiv 1897-2015 eouiv letter.gd 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 08/19/2020 Date Approved 10/13/2020 Date Revised 06/09/2021 $ummary of Producfs: Model, Number or Name,,,Description 28113.1 26ga (min) IM100 on 15/32" plywood 26ga (min) Integril-ok IM100 nailstrip panel on 15/32" plywood (min) " Limits of Use Installation Instructions Approved for use in HVHZ: No FL28113 R2 II 26ga IM100 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/-108.5 Evaluation Reports Other: -108.5 PSF @ 5" oc and w/self-adhering underlayment FL28113 R2 AE 26ga IM100 pjywood.p� -78.5 PSF @ 10" oc Created by Independent Third Party: Yes I Buc N'ezt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 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, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls 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: rw gwnt.n © 99 M Credit Card r Safe 1 MR 2604 Piper St Ste B Vero Beach FL 32609 (772) 584-2654 1 V 2 1 L a 3 a L HIP ROOF I,i s 1D%OF LEASTHORONTAL OD.IENSION OR LESS THAN EITHER d% OF LEAST HORIZONTA OR AS OETEMMEO DY DESIGN OR OTHER AI ROOF ZONES FOR :,.expense otsomeaesign-eml icensed design professional: Use this load table for structures which meet the following criteria 14 Use this load table for structures which meet the following criteria: ..Are located in Exposure B area r. Are located in B, C, or D exposure area ,Have either a flat roof, or gable/hip roof with max slope of 45' Have either a flat roof, or gablelhip 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: 26cia IM1001" nail strip on 15132" Dlvwood '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 Zone 1; A A AB Zone 2 Zone 2 Zone3 Zone 3: -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 70, hip roof with Have either a flat roof less than 70, hip roof with max slope of 450, 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: 26 a IM100 1" nail strip on 15/32" olvwood FL28813.1: 26 a IM100 V nail strip on 15132" plywood Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 2077� Zone 1 A A A A A A A A A, IF Zone 1 A4 A A A ABB.Fh Zone 2 F A A A A- A A BB Zone 2" A A B =B Zone 3 �6 Zone 3 A ,, FL28113.1 vwvw.integrityMetalsF[.com Page 3 I -�-� I M 100 I nteg ri Lok E 26 gauge (min) 16" wide nail strip panel over 15/32" plywood Florida Product Approval Number 28113.1 ' Compliance statement: This product as described has demonstrated compliance with Florida Building Code 2020, Section 1504.3.2, as required by Rule ;: 61 G20-3, method 1 D Manufacturer: Integrity Metals, LLC 12640 Piper Dr, Ste. B, Vero -Beach,• FL f ` 32960 1772=584 26541 www.intregritymetalsfl:com -A Product: F IntegriLok,IM100 ", a'nailstrip panel with a,16".maximum1 anel- i ..- �nndth;and nominal nb height of 1. Material, : ' This protluct is manufactured from 260a or thicker steel with yield strength gf;at least50ksi; :and corrosion re'sistance_per FBC 1507' -- ,Fastener_: ,; #10 k -V .low -profile style fastener compliant with FBC 1506.6. 4 Larger diameter and'µlongei length fasteners are acceptable Stainless steel fasteners may be -used. ' Substrate/Deck: Minimum 1'5/32" thick plywood. Y§ ` s Underlayment: Comply with FBC\1'S07.1.1 where_ applicable. ,. Slope 't' Comply`with FBC 150.7.4.2 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 RO. This test .j, reportis used with permission' = ✓ This product has also been tested to UL 580-06 and UL 1,897-15. by Intertek,:.report K4846.01-450-44 R0. Max. Allowable Loads & Method A: 78.5psf I Install fasteners every other hole (t10" o.c.). IN ` installation Requirements -:Method B 1`085psf 1,€€Use self-,adhenngundelayment andnstall� Yx 11 fasteners m everyhole (t5� o.c.�) ; 9 93, �R 4 i�. �-k.'kx 7 t i '° E z t:�..,, f f ,� •� :F `.4- _e T. f (Ki 6 f � .2 _..�,-, ,_ �: i... Factor• of 20 $'afetV 41.agDlied.to calcul"ate allowable Evaluated By: i PJX0.1 E•.. o.• ' \cENSF • .•�j .81377 7. ,p �* O STATE OF 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 www.integrityMeta[sFI.com Page 1 INTEGRITY METALS 2604 Piper St Ste B 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. I. —I. -Ill Indel ons: Qavid Eng, PE and Timberlake Cove, LLC do not have, nor [,acquire a financial interest in any company Y " manufacturing or distributing products under this evaluation The same entities do not have, nor will acquire, a financial s .:` interest- in any other entity involved in the approval process -' of th6brod d roof structure (to dank) shall be con shear diaphragm,-1d cation. sd to compliance " §ither Timberlake Cove .nor-the_manufacturer shall be onsibie'for any conclusions, interpretations, or designs e'by Others based on this evaluation report'. This=report iited,solely to documenting compliance with Rule; . - . 2U-3, Ind makes no express or implied warranty rding performance of this product:` The load tables in this report provides one prescriptive option for the fiastening requirement for the applicable;wind loads for roofs within the parameters described: For roofs. outside ofthe listed�parameters, designwind loads.shall be determined as required by FBC 1609, ASCE 7, or,other design code in force, using allowable stress. These load fables area based on ASCE 7-16. Use of:these tables" assumesIthat the structure is: K Y -Enclosed and conforms to wind-bome debns provisions_ and is a regular shaped building -1s.-not subject to across wind loading,. vortex shedding, or -iinstability; nor d6es ithq ave a site. location`for which l i � u� t j k- � 4 wai t i� channelmg(or buffeting rrant consideration 5 p Enreering4lanalysis may be completed by other licensed`� engineers for project specific approval by local authorities having jurisdiction. FL28113.1 www.intearityMetaisFI.com Page 2