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HomeMy WebLinkAboutProduct Approval; Metal RoofingProfessional Regulation r9- t BCIS Home 1 Log In i User Registration I Hot Topics I Submit Surcharge I Stats & Pacts j Publications I Contact Us I BCIS Site Map i Links p Search 1 Florida r i In Product Approval pp . USER: Public User E�etyzw, Product Approval Menu > Product or Application Search > anDilcation Ust > Applicatlon Detail FL # Application Type F0343-R2 Revision 1-J 1v Code,Version 2 20 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments PI13i WEV FOR Archived IED _' C®®[E CC)MPLANC Product Manufacturer Premier Metal S� "' FJ �����®li Address/Phone/Email ° 17613 South Hwy. 475 fl�n�� hJ 11 Summerfield, FL 34491 (352) 356-1609 Boac flvalidation@yahoo.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Ray Bowen flvalidation@yahoo.com FILE CUPS 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 08/03/2022 Validated By James R Wally, PE 5' Validation Checklist - Hardcapy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL30343 R2 COI,26aa SVCrimo pjywood C Standard UL 580 Year 2006 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL * Model, Number or Name Limits of Use . Approved fof'use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-308.5 Other: 108.Spsf.with 12"-12" pattern at 12"oc Method 1 Option D 10/21/2020 10/25/2020 10/28/2020 Description 26ga (min) 5V Crimp over 15/32" (min) plywood Installation Instructions FL30343 R2 II 26ga SVC mP pywood.Ddf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL30343 R2 AE 26ga 5VCrimn p-jywood.odf Created by Independent Third Party: Yes 30343.2 1 02: 26ga PermaShleld over plywood 126ga (min). PermaShleld screw strip over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 1I 26ga PermaShield Dlywood.Ddf 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 PermaShleld ply ygod.odf fastener every other hole Created by Independent Third Party: Yes 30343.3 03: 032 Aluminum PermaShield over Nominally 032 or thicker aluminum PermaShleld screw strip plywood I over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL36343 R2 II 032AI PermaShield pI bod.od 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 ply-god.Ddf with fastener every hole with OUT sealant. Created by Independent Third Party: Yes ' 130343.4 104: 26ga Tufflkib over plywood 1 26ga (min) TuffRib over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FI.30343 R2 IT 26ga TuffRib pl wy ood.: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 olywood.Ddl 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 FL30343 R2 II. 032AI DuraSeam plywood.odf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL303431R2 AE 032A1 DuraSeam plywood pdf 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 112' IP 26ga DuraSeam olvwood.pd 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: 93.5psf with clips @ 12" oc, 63.5psf with clips @ 16" FI30343 R2 AE 26ga DuraSeam Dywgod:Ddf oc Created by Independent Third Party: Yes 30343.7 07: 29ga TuffRib over plywood 129ga (min) TuffRib over 15/32" (min) plywood l Fastener In the k 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 TuffRib_Piywood-rib.odf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports Other: 123.5 psf with 9"=9"-9" fastener pattern @ 12" oc, FL30343 R2 AE 29ga TUffRlb Plywood-rib.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 Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2. II 29ga TuffRib IX4.pd 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/-131 Evaluation. Reports Other: 131 psf with 9"-9"-9" fastener pattern. @ 12" oc, FL30343 R2 AE 29ga TuffRib 1X4.pdf 78.5psf @ 24" oc Created by Independent Third Party: Yes 30343.9 09: 29ga TuffRib 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.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Createdby Independent Third Party: Yes Design Pressure: +N/A/-93.5 Other: 93.5 psf with 9"-9"-9" fastener pattem @ 12" oc, S6psf Evaluation Reports FL30343, R2 AE 29ga TuffRib Pfywood. Ddf @ 24" oc Created.by Independent Third Party: Yes Bade Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. _gpvrloht 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 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 Chapter455, 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 can be made available to the public. To determine if you are a licensee under Chapter 455, ES., please tilde ere . Product Approval Accepts: OEM IN®0 Credit Card, Safe 26GA 5V Premier Metal Roof Manufacturing 17613 S. Hwy 475 Summerfield FL 34491 www.PMRoof.com 352-356-1609 FLORIDA PRODUCT APPROVAL Plywood Product Description 5V style metal roof panel anchored by exposed fasteners. Panel coverage is nominally 24" with nominal rib height of 1/2" Product Material: 26ga (min) steel �p 26ga is nominally 0.0185" with yield strength of at least 50ksi, and RUMP 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 Maximum Allowable Loads & Installation Requirements: A factor of been applied. Evaluated by: David Eng, PE I Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com David E Eng �✓� i9Zc_--2020.10.18 22:21:32+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 -sealed and the signature must be verified on any electronic copies �•• �.10ENSF NC �% No. 81371 Q % STATE OF is � S/ONAL /1111111111X`�� Df R2' Classic Exposed Fastener Panel 4101 A PG;Z: 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 K9550.03-450-44. 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 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 7A 6. 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. appropriate load table that applies to the structure in Determine the design wind speed for the project. location. Use the attachment method indicated for that windspeed within each roof zone. 3 '2 V2 2 2 3 32 a F�II L--. we onnr I3I r_em c onnc —I a L 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. s 10%OF LEAST IMONTAL OMENSION OR eAe (Y111G1EVER IS SUALLER. BUTNOT LESS iW W EITNERiA OF LEASTHOR=WALOR@NSION OR ]FT(UMAL ORAS OETER %M BY OESIONOROTMER AFFUGBLE OOOE. ROOF ZONES FOR GENERIC BUILDING NR: CONSULT DESIGN CIME?TH`CDrA�'12O C. PROFESSIONAL 12" (NOM) 12" (NOM)-I 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 FL30343.01: 26na 5V Crimp on 15132" plvwood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 2: A A A A A A A A A A Zone 3: A A A A A A A A 00 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 and 12:1 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 FL30343.01: '26ata '5V Crimp on _15/32-pimood Wind 105 110 120 130 140 150 160 1.70 180 190 200 Zone 1: A A A A A A A A A Zone 2: A A A A A Zone 3: A A. A A 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 and 12:1 Have a mean Roof Height of 30 feet or less M 9no A9 nA. -fC. =/ f�.. — -- 4Rr4'3" —hn -A Wind 105 110 126 130 146 150' 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 Zone 1: A A A A A A A A A A A Zone 1: A A A A A - A A A A Zone 2: A A A A A A A A A A A. Zone 2: A A A A A A A Zone 3: A, A A A A A, A A A Zone_I. A X. A_ A A.