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Home My WebLink AboutProduct Approval Metal Roofing3/19/2021 Florida Building Code Online Businenoa ProfessionatRegulation BCIS Home I log In � User Reglstration I Not Topics i Submit surcharge Stats &Facts Publications Contact Us i BCIS site Map Links search 1 dbor ' r r' `Product Approval ! �LYSER: Public User i p u r > Product or ApRjlcatlon Search > icatlon LI > Application Uatall rod ct Aag oval Menu �Rp,-----"'S FL # F,L'30343'2 -R== FILE COP Application Type Revision ; Code Version r--2020'-.:Zm Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments REVIEWED FOR Archived Premier Metal COMPLIANCE Product Manufacturer Address/Phone/Email 17613 South Hwy. 475 Summerfield, FL 34491 L�++'TTCODE J I ■ LUCIE COUNTY BOCC (352) tion@ flvaiidation@yahoo.com Ray Bowen ?j Z (� P O � 06 Authorized Signature Flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method 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 PE-81377 Florida License PRI Construction Materials Technologies, LLC Quality Assurance Entity Quality Assurance Contract Expiration Date 08103/2022 names R Wally, PE Validated By Validation Checklist - Hardcopy Received Certificate of Independence. Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code F11 30343 R2 COI. 26'ga 5V.Crimp_p &g2.d. df Stan and UL 580 Year 2006 https:l/floridabuliding.org/prlpr_app_dti.aspx? param=wGEVXQwtDgvHe/a2bf[ZfjjpUCYkVDshJcBdKAmGMcj5Xf7g3ob LlgxVr3Q%3d%3d 113 3/23/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approvea 10/21/2020 10/25/2020 10/28/2020 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.Spsf with 12"-12" pattern at 12"oc Installation instructions FL3034 i R I2 Z 26aa 5VC111LP_p1.Y1[.09�LRIZ Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL3034 R2 AE 26ga--5VCrima pjYwo df Created by Independent Third Party: Yes min) plywood 30343.2 02: 26ga PermaShield over plywood 26ga (min) PermaShield screw strip over 15/32" ( Limits of Use;. , Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressures +N/A/-116 Other: •116p4f fisiener'every hole W[TH sealant, 71psf fastener ever"y'other hole Installation Instructions F130343 R2 II 26ga PermaShield rIIy4�.tLdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL3o343 R2 `AE 26aa PermaShield RLYwood.Qd_f Created by Independent Third Party: Yes 30343,3 03: 032 Aluminum PermaShield over Nominally 032 or thicker aluminum PermaShield screw strip plywood over 15132" (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 Fi.36343 R2 II 032AI Perm aShleld'•&wood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports F1,30343 g2 AE Y642A(PermaShield P.IYmoiLp-d Created by Independent Third Parry: 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 J J 30343 R2 IS 26oa TuffRib oiywood.Rdf Approved for use outside HVHZ: Yes Verified ey: David Eng, T ird 77 Pa Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-123.5 Evaluation Reports other: 123.5psf with 6.5"I,10 -2.5"-6.5"-2.5" fastener pattern @ F343 R2 AE 26oa Tuffft plywo Rdf 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 (min) plywood 2 or thicker aluminum DuraSeam over 15/32" 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 FL30343 R2 II 03241 DuraSeam DIY MQ2d4Rd1 Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL30343 R2 AE 032A1 DuraSeam PAYS Pdf Created by Independent Third Party. Yes 30343.E 06: 26ga DuraSeam -over 26ga (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" 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 26ga Auraseam plywood --of Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports Fi 3043 R2 AE 26ga DuraSeam olyN_Qpd:pdf Created by Independent Third Party: Yes installation Instructions FL30343 R2 II 29aa TuffRlb Plywood-rib.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports 2/3 https://floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvH%2bffZlPUCYkVDshic8dKAmGMcj5Xf7g3obL[gxVr3Q%3d%3d 3119/2021 Florida Building Code Online Other: 123.5 psf with 9"-9"-9" fastener pattern @ 12" oc, I F 30343 R2 AE 29ga TuffRib Ply -ri_ pdf 56psf @ 24" oc Created by Independent Third Party: Yes 30343.8 08: 29ga TuffRib on 1x4 battens over 29ga (min) TuffRib on 1x4 (nom) battens over 15/32" (min) plywood plywood Limlti.� of Uoe Installation Instructions Approved for use in HVHZ: No FL30343 R2 11 29ga TuffRi 11X4.PA Verified By: David Eng, 81377 Approved for use outside HVHZ: Yes Third Impact Resistant: N/A Created by Independent Third Party: rty: Yes Design Pressure: +N/A/-131 Evaluation Reports other: 131 psf with 9"-9"-9" fastener pattern @ 12" oc, Ft30343 R2 AE_ 29g8TuffRib 1X4,P_df_ 78.5psf @ 24" oc Created by Independent Third Party: Yes 30343.9 09: 29ga Tufl`Mb over plywood 29ga (min) TuffRib over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ,. No FL30343 R2 II 29ga TuffRib Plywood.(4df Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Tliird Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: 93.5 psf with 9"-9"-9" fastener pattern @ 12" oc, 56psf FL30343 R2 AE 29ga TuffRl Plyti+ ood,PIK @ 24" oc Created by Independent Third Party: Yes C1a.IL ,Feat Co tact s :: 36oi Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employee C�}o .y1191L2007.2013 State of Florida.:: privacy, Statement :: c I Illty Statement :: Refund Statement under Florida law, email addresses are public records. If you do not want your a -mall 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 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: ® ® FCtEn Credit Card Safe https:llfloddabtiilding.org/prlpf app dtl.aspx?param=wGEVXQwtDgvHe/a2bffZf PUCYkVDshJc8dKAmGMcj6Xf7g3obLlgxVr3Qa/a3da/o3d 313 over 15/32 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. 36" with nominal rib height of 3/4" 343.07-R2 FLORIDA PRODUCT APPROVAL Panel coverage is nominally 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 sealin 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 911-9"-9"-9" pattern through the rib 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 \`,►� t t l I"t,,,� FL PE 81377 1 FL CA 33344 �.�'� J� ... E:..FN''%, www.TimberLakeCove.com �P ��cE"SF David E Eng J-Cj—) �:` �c> 2020.10.18 22c19:56+01'00' This item has been digitally signed and sealed by D.E. Eng, PE, on the date indicated. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies No. 81377 _ 0 STATE OF <(/W -Z, 'i�� • F�ORIOP.•'•0�= -9/4NA%- EN"N ��• PG 1 Exposed Fastener Ribbed Panel 43.07-R2 PG 2 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- HUHZ) 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: e attachment of plywood or wood plank) shall be completed by Design of deck and roof structure (to includ 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 61 G20-3. 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. Select the appropriate load table that applies io ine suuLAuiG III question. Determine the design wind speed for the project location. Use the attachment method indicated for that windspeed within each roof zone. FI 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. 07-R2 PIS 3 HIP ROOF ( GABLE ROOF rIO:OP LEAST IIOTZOVT.LL Ou.�PSION UN Din. WIICIIE'hH 6S/ALLEH. BUT NUT .ws TNAN ERNERa:OF LEAST HUR�20HTALCIMEGS:ON CR ]RID d11 OR - OEI E W.LHED 8T O ESIG H OR OiHE/t:�RICABIL CCUG. ROOF ZONES FOR GENERIC BUILDING. .t METHOD A: 24" O.C. �WiTHOO B 12" O C..' 9�T 911_.� �_9]T 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 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A'[ B" ' B t .B B: Zone 2: A A A A B 13: 13 B Zone 3: A A A Use this load table for structures which meet the following criteria: Are located in Exposure B area 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 Have a mean Roof Height of 30 feet or less NR: CONSULT DESIGN PROFESSIONAL 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 105 110 120 130 140 150 160 170 180 190 200 1: A A A A B 13'. , g i 2: A_ ` B 8 `B B B 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 less than 1.5:12, hip roof with 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 FL30343.07: 29 a Tuttrro on -ior,f vixgugg _ 80 Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 2 _ Zone 1: A A A A A A A A B J'B B Zone 1: A A A A_; B B B` BI B Zone 2c A A A A A B '' B° 7. B B' B' .B Zone 2: A A 7nne 3:. A A A A :;8 . ..B B ., , B 8: _. B';: Zone 3 ; B, $ B B B $- --