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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFING3/1912021 Florida Building Code Online BCIS Home ; Log In ;User Registration r riot Topics Submit Surcharge Stats &Facts I Publications Contact Us . BCIS. Site Map ,Links Search ' db r Product Approval USER: Public User Product Anoroval Menu > Product or Ap-pNcallon Search > gRpRcatlort list > Application Data11 ly •tea x. *r FL # FL30343-R2 f1� Application Type Revision ^� Code Version 2020/ 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 Premier Metal 17613 South Hwy, 475 Summerfield, FL 34491 (352) 356-1609 fivalidation@yahoo.com Ray Bowen flvalidation@yahoo.com Roofing Metal Roofing FILE Cppy 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 08/03/2022 Validated By 3ames 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 26ga 5VCrimo_p1ywood.pdf Standard UL 580 Year 2006 https:l/flbridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDgvH%2bffZfjpUCYkVDshJc8dKAmGMcj5Xf7g3obLigxVr3Q%3d%3d 1/3 3/23/202'1 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approveo Florida Building Code Online Method i Option D 10/21/2020 10/25/2020 10/28/2020 Summary of Products FL # Model, Number or Name Description 30343 1 01: 26ga 5V Crimp over plywood 26ga (min) 5V Crimp over 15/32" (min) plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-108.5 Other: 108.5psf with 12"-12" pattern at 12"oc Installation Instructions FL30343 R2 II 26oa SVCrimp pywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL30343 R2 AE 26ga SVCrimp ply yO d.Ddf Created by Independent Third Party: Yes 30343.2 02: 26ga PermaShield over plywood 126ga (min) PermaShield screw strip over 15/32" (min) plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116 Other: 116psf fastener every hole WITH sealant, 71psf fastener every other hole Installation Instructions FL30343 R2 II 26ga PermaShield olywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL30343 R2 AE 26ga PermaShield plywood.pdf 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-153.5 Other: 153.5 with fastener every hole WITH sealant, 86psf with fastener every hole with OUT sealant. Installation Instructions FL30343 R2 II 032AI PermaShield pjywood.pdf Verified By: David. Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports EU0343 R2 AE 032AI PermaShield pjywoo . df 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 pjyoo R_0f 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 26oa TuffRib p--d.pdf 12" oc, 82.25psf with 9"-9"-9" fastener pattern @ 24" oc Created by Independent Third Party: Yes 30343.5 05: 032 Aluminum DuraSeam over Nominally 0.032" or thicker aluminum DuraSeam over 15/32" plywood (min) plywood Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-108.5 Other: 108.5 psf with clips @ 18" oc Installation Instructions F00343 R2 II 032AI D ra am pjywood.p�f Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL30343 R2 AE 032AI DuraSeam pl Lo .pff Created by Independent Third Party: Yes 30343.6 ( 06: 26ga DuraSeam over plywood 126ga (min) DuraSeam over 15/32" (min) plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-93.5 Other: 93.5psf with clips @ 12" oc, 63.5psf with clips @ 16" oc 30343.7 1 07: 29ga TuffRib over plywood 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 26oa DuraSeam plywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL30343 R2 AE 26ga DuraSeam plywood.pdf Created by Independent Third Party: Yes 29ga (min) TuffRib over 15/32" (min) plywood I Fastener in the rib Installation Instructions FL30343 R2 I1 29ga TuffRib Plywood -rib Dd Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgvH%2bffZfjjpUCYkVDshjcBdKAmGMcj5Xf7g3obUgxVr3Q%3d%3d 2/3 3/19/2021 J Florida Building Code Online Other: 123.5 psf with 9"-9"-9" fastener pattern @ 12" cc, FL30343 R2 AE 29gaTuffRib Plywood-rib.pdf 56psf @ 24" cc Created by Independent Third Party: Yes 30343.8 08: 299a TuffRib on 1x4 battens over plywood 29ga (min) TuffRib.on 1x4 (nom) battens, over 15/32" (min) plywood I.iMM. of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131 Other: 131 psf with 9"-9"-9" fastener pattern @ 12" cc, 78.Spsf C@ 24" cc Installation instructions FL30343 R2 II 29oa Tuff kib IX4.Odf Verified By: David Eng, PE 81377 Created -by Independent Third Party: Yes Evaluation Reports FL30343 R2 AE Z9ga TuffRib 1X4.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 Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions ' FL30343, R2 II 29ga TuffRib Plywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Other.: 93.5 psf with 9"-9"-9" fastener pattern @ 12" oc, 56psf @ 24" cc Evaluation Reports FL30343 R2 AE 29ga Tuff klb Plywood pdf Created by Independent Third Party: Yes, Contact Us :: 2601 Blair Stone Road, Tallahassee Fl- 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Lopyhght 2007-2013 State of Florida.:: PrIvagir statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do notwant 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 mall. 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 i 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: FC�kCt 1 I Credit. Card' Safe hhps://floridabuilding.org/p-ripr app dti.aspx7patam=wGEVXQwtDgvHa/a2bffZfjjpUCYkVDshJc8dKAmGMcj5Xf7g3obLlgxVr3Q°/a3d%3d 313 ✓ ' I, -FL30343.07-R2 PG 1 FLORIDA PRODUCT APPROVAL 29GA TuffRib over 15/32 Plywood Premier Metal Roof Manufacturing 17613 S. Hwy475 Summerfield FL 34491 www.PMRoof.com 352-356-1609 Product Description Exposed fastener, rib style panel. Panel coverage is nominally 36" with nominal rib height of 3/4" Product Material: 29ga (min) steel 29ga is nominally 0.0142" with yield strength of at least 50ksi, and shall be corrosion resistant per 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 .CcD- 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 3324 W Univ Ave #206 1 Gainesv ```+++►+I FL PE 81377 1 FL CA 33344 J\O E. F %� www.TimberLakeCove.com pP''��cErvsF'G David E Eng No. 81377 ��2020.10.18 22:19:56+01.00' — This item has been digitally signed and — seated by D.E. Eng, PE, on the date �0 ' STATE OF :' [(/�` indicated. Printed copies of this document �'"- fZOR►Op' • G\�� are not considered signed and seated and �i� is, the signature must be verified on any �i� IONAL electronic copies PM ROORCOM TUFF Exposed Fastener Ribbed Panel FL30343.07-R2 PG 2 Underlayment: Comply with local building code or FBC 1507.1.1. Slope: Comply with local building code or FBC 1507.4.2. Technical Documentation: This product has-been tested to UL 580 by Intertek Testing (TST-1527), report K9550.01-450-44. Compliance Statement: This product -as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non- HVHZ) as required by FL Rule 61 G20-3, 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, a financial interest in any other entity involved in the approval process 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. 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 61G20-3, 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. JkJJ PM ROORCOM 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. METHOD A: 24" O.C. R2 'G 3 Lio".OF LEAST RO=IT.V. O:.t•.E ZI.l OR R it •'M0C1:E'IER IS V—LER nut NOT SST MERNCR—OF EC. THORSONTt Ci RSIONCRIF' IoW- ORASDETERLLD D By OESIGN OR O7,tVj - FtkKE CODE. ROOF ZONES FOR GENERIC BUILDING METHOD B: 12" O.C_ NR: CONSULT DESIGN �91' 9" 9" 91T---I PROFESSIONAL Use this load table for structures which meet the following criteria: Are located in Exposure B 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 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 gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less FL30343.07: 29 a Tuffrib on 15/32'° I ood FL30343.07: 29 a Tuffrib on 15/32" plywood !find 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 20C ?one 1: A A A A A A A B B B B Zone 1: A A A A B' B, B' B. Ane 2: A A A_ A. B B B B- B B B; Zone 2: A ?, B, B- B, B-• `: B Zone 3: A A A B. B.- B_JB. B. B. Zone3: B.: B B _ B._ B: Use this load table for structures which meet the following criteria: Use this toad table for structures which meet the following criteria: I I. 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 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 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 15/32" Plywood FL30343.07: 29 a Tuffrib on 15132°' 2LOood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 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 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. Zone 3: B B_ B B_. B- .13 Jill PMROOF.COM t ;I