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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFING ;iECEIVED AN 1 6 2022 Q ® e 9 ° ' + a t.Lucie County , Permitting :.. BCIS Home i Log in i User Registration HotTapres j Submit Surcharge Stets&Facts ; Publications Contact Us i BCIS Site Map ; Links ! Search Florida C 'ram )product Approval USER:Public User Product Approval Menu>Product or Application Search>912plicatlon Llst>Application Detail FL# FL30343-R2 Application Type Revision Code Verson 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 REIVI"IEWED ';,{c Product Manufacturer Premier Metal CODE COMPg Address/Phone/Email 17613 South Hwy.47-% p �e/� L� Summerf 356eld 609 34;& !1 R LUCIE CO�p1:`L•' Flvalidation@yahoo.com occ Authorized Signature Ray Bowen Flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative FILE 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 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 FL30343 R2 COI 26aa SVCrimo plYwood•pdf Referenced Standard and Year(of Standard) Standard Year UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code � fs Product Approval Method Method 1 Option D Date Submitted 10/21/2020 Date Validated 10/25/2020 Date Pending FBC Approval Date Approved 10/28/2020 SummarV of Products FL# Model,Number or Name Description 30343.1 01: 269a.SV 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—piywo2d.Rdf 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: 108.5psf with 12"-12"pattern at 12"oc FL30343 R2 AE 26oa SVCrimp p-lywood.odf Created by Independent Third Party:Yes 30343.2 02:269a PermaShield over plywood 269a (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 plywood p-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/-116 Evaluation Reports Other:116psf fastener every hole WITH sealant,71psf FL30343 R2 AE 26ga PermaShield olywood.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 pJywood.pff 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 032-Al PermaShield pywood.pdf 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 11 26gaTuffRib lywood•p�f 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 Tuffllb olywood.pdf 12"cc,82.25psf with 9"-9"-9"fastener pattern @ 24"cc 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 Installation Instructions Approved for use in HVHZ: No FL30343 R2 iI 032AI DuraSeam p1.yS"DD-d.ILdf 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"cc FL30343 R2 AE 032AI DuraSeam plywood.odf Created by Independent Third Party:Yes 30343.6 06:26ga DuraSeam over plywood 26ga(min)DuraSeam over 15132"(min)plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 26ga DuraSeam pjywood.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:93.5psf with clips @ 12"cc,63.Spsf with clips @ 16" FL30343—R2-AE-26ga DuraSeam olywood.pdf cc Created by Independent Third Party:Yes 30343.7 07:29ga TuffRib over plywood 29ga (min)TuffRib over 15/32"(min)plywood I Fastener in the rib Limits of Use Installation Instructions Approved for use in HVHZ:No FL30343 R2 II 29ga TuffRib Plywood-rib.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/-123.5 Evaluation Reports Other:123.5 psf with 9"-9"-9"fastener pattern @ 12"oc, FL30343 R2 AE 29ga TuffRib Plywood-rib.pdf 56psf @ 24"oc Created by Independent Third Party:Yes 30343.8 08: 299a 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 SX4.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/-131 Evaluation Reports Other:131 psf with 9"-9"-9"fastener pattern @ 12"oc, FL30343 R2 AE 29ga TuffRib iX4.pdf 78.5psf @ 24"oc Created by Independent Third Party:Yes 30343.9 09: 29ga TuMb 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 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"oc, 56psf FL30343 R2 AE 29ga TtiffRib Plywood.Ddf @ 24"oc Created by Independent Third Party:Yes Bucl: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 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,Z012,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 he made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �Mri Credit Card Safe FL30343.01-R2 Caba ■ i PG 1 FLORIDA PRODUCT APPROVAL 26GA 5V Crimp 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 `� WIDE PANEL 5V style metal roof panel anchored by exposed fasteners. Panel coverage is nominally 24" with nominal rib height of 1/2" V1, Product Material: 26ga (min) steel 26ga is nominally 0.0185" with yield strength of at least 50ksi, and ((-� 1,, 1r 1 shall be corrosion resistant per FBC 1507.4.3 where required ��a�yli� Fastener: #10 x 1.5 inch fastener with sealing washer Classic Exposed Fastener Panel Compliant with FBC 1506.6 where required. Substrate/Deck: 15/32" (min) plywood Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1.5" fastener in 12"-12 pattern at 12": 108.5 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 Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com E. OP•�,�cervsF •.G� '� T-D David E Eng ^� a �'2020.10.18 _* No.81377 -22:21:32+01'00' This item has been digitally signed and sealed by O.E.Eng,PE,on the date �0 STATE OF indicated.Printed copies of this document R. �(pRt ,. N pP are not considered signed and sealed and �G,\� the signature must be verified on any TONAL electronic copies �//►1 1 1 1 11 t��\ 1111 PMROORCOM I i i PW _ _.FU30343.01-R2 PG 2 t -- 1 - '--&derlayment: 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 K9550.03-450-44. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non- I.IVHZ) 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 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. Jill PM ROOF.COM ! s Flu z FL30343.01 A2 PG 3 V • • .� aJ \ 2 2 3 � 3.y Syr 1 1 2 Instructl`orts� 2 r 2 3 2 a �S:elect the appropriate load table that applies to the structure in 2 1 2 2 3 a Iquestion. 2 Determine the design wind speed for the project location. 2 1 2 Use the attachment method indicated for that windspeed within a 3 2 2 3 a each roof zone. I �J a L�.-- HIP ROOF GABLE ROOF -a 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 S.IO::OF LEAST ROQONTAL 01MENS1ON OR O�nAWICHEVERISSMALLER.BUT NOT q LESSTHENERN01 SYD SIM HO TNCRAPPU ABLa 11OR AFT 104M, Zones 1-2-3. dt 0.S OETERI.IIttEO BYOESIGN OA OTHERAPPUCASLECOOE' Zone 1 includes zones 1 and 1' ROOF ZONES FOR GENERIC BUILDING Zone 2 includes zones 2e,2r,and 2n Zone 3 includes zones 3e and 31r Combining these zones creates a clear,simple scheme,at the expense of some design efficiency. Contact the manufacturer for further information, or consult a Y licensed design professional. NR: CONSULT DESIGN METHOD.A:.12" O.C. PROFESSIONAL 12" (NOM) 12"'(NOM) -� 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 Areiocated iri'B,C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 12:12 Have either a flat roof,of gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL30343.01: 26 a 5V Crimp on 15132"Plywood FL30343.01: 26 a 5V Crimp on 15132".Plywood 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 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 Zone 2: A A A A A Zone 3: A A LA A A A A A Zone 3: A A A A. 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 1.512,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'and 12:1 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 Have a mean Roof Height of 30 feet or less- , FL30343.01: 26 a 5V Crimp on 15/32"plvwood FL30343.01: 26 a 5V Crima on 15132" Plywood Wind 105 110 120 130 140 150 160 170 180. 190, 200 Wind 105 110 120 130 140 150 16Q 170 180 190 200 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 3: A A A A A r f iiII��?PM ROOF COMA"