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Home My WebLink AboutProduct Approval , Metal Roofing3/19/2021 Florida Building Code Online r$.YYLAiMhe+ f ..�- .. • � � � � '� � �, � .ice -•_ .�, ,r r , BUS Home Log In User Registration Hot Topics Submit Surcharge 1 Stats & Facts Publications Contact Us t BCIS Site Map L1nks Search bProduct Approval USER: Public Usor X Product•�poroval t-0enU > product or Application Search > epplicatlon Llst > AppQcatton Detail " �'� FL30343-R2 +d �� Application Type Revision Code Version 2020 FILE®P Application, Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method REVIEWED FOR CODE COMPLIANCE Premier Metal �+ T7613 South Hwy: 475, ST. LUCIE COUNTY B CC Summerfield, FL 34491 y (352) 356-1609 �� 1 Z Z-Z fivalidat;on@yahoo.com Ray. Bowen flvalidation@yahoo.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 de"veloped the David Eng Evaluation Report. Florida License PE-81377 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 08/03/2022 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 FL30343 R2 COI 26oa 5VCrimp_piyw00d.pdf Standard UL 580 Year 2006 - -- - ,.,--�-).orsM--=Air,F\/cOMDoVH%2bffZfipUCYkVDshJc8dKAmGMcj5Xf7g3obLlgxVr3Q%3d%3d 1/3 3/23/2021 Product Approval Method Florida Building Code Online Method 1 Option D i Date Submitted Date Validated Date Pending FBC Approval Date Approvea Summary of Products 10/21/2020 10/25/2020 10/28/2020 FL # Model, Number or Name Description 30343;] ! OS: 26ga 5V Crimp over plywood 26ga (min) 5V Crimp over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 26ga 5VCrimp�wood.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/-106.5 Evaluation Reports Other: 108.5psf with 12"-12" pattern at 12"oc FL30343 R2 AE 26ga 5VCrimp ply p-gd.pdf Created by Independent Third Party: Yes 30343.2 02: 26ga PermaShield over plywood 26ga (min) PermaShield screw strip over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use.in HVHZ: No FL30343 R2 II 26ga PermaShield _o3ywood•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/-116' Evaluation Reports Other: 116psf fastener every hole WITH sealant, 71psf FL30343 R2 AE 26ga PermaShield p1•yw, ood.pdf fastener every other hole Created by Independent Third Party: Yes 30343.3 03: 032 Aluminum PermaShield over Nominally 032 or thicker aluminum PermaShield screw strip plywood over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 032AI PermaShield 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/-153.5 Evaluation Reports Other: 153.5 with fastener every hole WITH sealant, 86psf FL30343 R2 AE 032AI PermaShield otywoodpdf with fastener every hole with OUT sealant. Created by Independent Third Party: Yes 30343.4 04: 26ga TuffRib over plywood 26ga (min) TuffRib over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 26ga TuffRib plywoo .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/-123:5 Evaluation Reports , Other: 123.5psf with 6.5"-2.5"-6.5"-2.5" fastener pattern @ FL30343 R2. AE 26ga TuffRib piywood.pdf 12" oc, 82.25psf with 9"-9"-9" fastener pattern @ 24" oc Created by Independent Third Parry: Yes 30343.5 05: 032 Aluminum DuraSeam over Nominally 0.032" or thicker aluminum DuraSeam over 15/32" plywood (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 032A1,DuraSeam PIYYS-QS .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 with clips @ 18" oc FL30343 R2 AE 032AI DuraSeam plywo d-i2j f Created by Independent Third Party: Yes 30343.6 06: 26ga DuraSeam over plywood 26ga (min) DuraSeam over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 26ga DuraSeam plywood df 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/-93.5 Evaluation Reports Other: 93.Spsf with clips @ 12" oc, 63.5psf with clips @ 16" FL30343 R2 AE 26ga DuraSeam ply v- ood.pdf oc Created by Independent Third Party: Yes I.30343.7 107: 29ga TuffRib over plywood 129ga (min) TuffRib over 15/32" (min) plywood I Fastener in the rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-123.5 Installation Instructions FL30343 R2 II 29ga Tuffklb Plywood-rib.odf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports - - --- - -- �� a.i o..+'?naram=wGEVXQwfDgvH%2bffZfjpUCYkVDshJc8dKAmGMcj5Xf7g3obLlgxVr3Q%3d%3d 2/3 3/19/20121 ti Florida building Code Online Other: 123.5 psf with 9"-9"-9" fastener pattern @ 12" oc, FL30343 R2 AE 29ga TUffPib Plywood -rib pddf 56psf @ 24" oc Created by Independent Third Party: Yes 30343.8 08: 29ga TuffRib on 1x4 battens over plywood 29ga (min), TuffRib on 1x4 (nom) battens over 15/32" (min) plywood 1.1m.t. of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation -Instructions FL30343 R2 lI -29oa TuffRib 1X4:pdf Verified By: David Eng, PE 8.1377 Created by Independent Third Party: Yes Design Pressure: +N/A/-131 Other: 131.psf with 9"-9"-9" fastener pattern @ 12" oc, 78.5psf @ 24" oc Evaluation Reports FL30343 : R2 AE 29ga TuffRib IX4.pdf Created by Independent Third Party: Yes 30343.9 09: 29ga TuffRib over plywood + 29ga (min) TuffRib over 15/32" (min) plywood Limits of Use Approved for use in HVHZ: No Installation Instructions FL30343 R2 II 29ga TuffRib Piywood.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/-93.5 Evaluation Reports Other: 93.5 psf with 9" -9%9" fastener pattern @ 12" oci 56psf FL30343 R2 AE 29ga TUffRlb Plywood.pdf @ 24" oc Created'by Independent Third Party: Yes Contact Us :: 22601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Csp ght 7007-2013 State of Florida.:: vac Statement :: Accessllillity Statement ::-gefund Statement. Under Florida law, email addresses are public records. If you do not want your a -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 mall. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, Ilcensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The einalls- provided may be used for official communication with the licensee. However small 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: ` MIM, j Credit Card Safe -- •.•• • • • ------+.--1,- — itl �env?naram=WGEVXQwtDgvH%2bffZf)pUCYkVDshJcBdKAmGMcj6Xf7g3obLlgxVr3Q%3d%3d 313 pp- FL30343.07-R2 POI FLORIDA PRODUCT APPROVAL 29GA TuffRib over 15/32 _Plywood Premier Metal Roof Manufacturing 17613 S. Hwy 475 1 Summerfield FL 34491 www.PMRoof.com 1 352-356-1609 Product Description Exposed fastener, rib style panel. Panel coverage is nominally 36" with nominal rib height of 314" Product Material: 29ga (min) steel 29ga is nominally 0.0142" with yield strength of at least 50ksi, and shall be corrosion resistantper'FBC 1507.4.3 where required Fastener: #10 x 1.5 inch fastener with sealing washer Compliant with FBC 1506.6 where required. Substrate/Deck: 15132" (min) plywood. Panel may be installed over an optional layer of shingles. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 2" fastener in 9"-9"-9"-9 pattern through the rib @ 24" oc: 56 PSF Method B:: #10 x 2" fastener in '9"-9"-9"-9" pattern through the rib. 12" oc: 123.5 PSF A factor of safety of 2 has been applied. Evaluated by: David Eng, PE I Timberlake Cove, LLC mqj 36,, A L36" WIDE. PANEL 3/V HIGH' TUFF Exposed Fastener Ribbed Panes 3324 W Univ Ave #206 1 Gainesv FL PE 813771 FL CA 33344 www.TimberLakeCove.com O. L\ceNSF' �.L David E Eng _ No. 81317 __ 22:19:56+01'00' This item has been digitally signed and 1 �Q '•, seated by D.E. Eng, PE, on the date indicated. Printed copies of this document STATE OF !(�� are not considered signed and sealed and �� ss �C) the signature must be verified on any electronic copies III[ PM ROOF.COM 2 FL30343!.'07.A PG2 riderlaymbrit, Comply with local building code or FBC .1507.1.1. Slope: Comply With local building code or FBC 1-507.42" Technical Documentation: This product has been tested to UL 580 by Intertek Testing (TST-1 527), report- K9550.01--450-44: Compliance. Statement: This product as describe - d has demonstrated compliance with Florida Building, Code 2020, 1504.3.2,(noh- HVHZ) as -required by FL Rule 61020-3, Method 1 D. This product as described has been tested And demonstrated compliance with: • UL580 — Test for Uplift Resistance of Roof Assemblies • UL 1897 — Uplift test for roof covering systems 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,. ajinancial interest in any other entity involved in the: apPprovalprocess 'Of.the product. Exclusions and 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. o This report is limited t, :compliance with structural wind load requirements of FBC 1504.3.2, as requifed.by Rule 61G20-3. Neither ther Timberlake.:Cove: nor the manufacturer shall be responsible. -for any conclusions, interpretationa, or designs made by others based on this evaluation report. This report is limited solelyto- 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 6ne�prescripti've option for thejasteninIg. requirement for -the applicable wind loads for roofs within the parameters described. For -roofs, outside of the listed parameters, design wind l6cids shall be determined as required by FBC 1609; ASCE 7, or other design code in force, using, allowable stress. Theseload tables -are based on ASCE 7-16. Use of these .fables 'assumes that the structure is: • Enclosed and conforMsId wind-borne debris,. provisions :and is a regular P shaped building� Js not subject to across -wind loading, vortex shedding, or instability; no.r.doe.s it Have a site location for which channeling or'buffeting Warrant cbn8ideratilom ,Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. ing Jill PMPOOF.COM 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. R2 G3 T a ja —�' a "F- HIP ROOF I GABLE ROOF -- a aBUT NOT LCSSTH41 EITIICRa•; Or LE0.T IORZCNTl CNCNS:JN CR]FTIDUI ORASUJ rER tiEOSYOESKNOROTnERA lCABLE COVE. ROOF ZONES FOR GENERIC BUILDING METHOD A: 24" O.C. METHOD B: 12" O.C_ NR: CONSULT DESIGN �911 911 911 91t PROFESSIONAL Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less 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 12:12 Have a mean Roof Height of 30 feet or less FL30343.07: 29 a Tuffrib on 1 i ood FL30343,07: 29 a Tuffrib on 1 " i ood 105 110 120 130 140 150 160 17Q 180 190 200 Wind 105 110 920 130 140 150 60 170 180 190 20C A. A A A A A A � B B B .B ,Zone 1: A A A A B B B B B B A A A A B B B B B B� B: Zone 2: A B B B.. B B A A A - B B . B._ - B B _ B - Zone 3: B. B- - B B . B Mind done 1: ?one 2: Kone 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 1.5:12, hip roof with Have either a flat roof less than 1.5:12, hip roof with Ij max slope of 12:12, or gable roof with slope between 4.4:12 -12:12 max slope of 12:12, or gable roof with slope between 4.4:12 -12:12 I; Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL30343.07: 29 a Tuffrib on 15 i ood FL30343.07: 29 a Tuffrib on 1 !3 plywood Wind 105 110 120 130 140 150'160 170 180 190.200 Wind 105 110 120 130.140 150 160 70 180 190 200 -B Zone 1: A A A A A A A A B B B Zone 1: A A A A B B B B B. B Zone 2: A A A A A B. B B, B B B Zone 2: A A B B. B B B B Zone 3: A A A A B B B B B. 13- Zone 3: B B B B. B B Jill PMROOF.COM