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Home My WebLink Aboutproduct approval (2) 3/1912021 Florida Building Code Online P � h ~ Bp5 Home !.Log In USei Registration Hot To Submit Surcharge t Stats&_Fads I Publications ' Contact Us ' BC[S Site Map Links n Search db a , 1 !�- �6O®"`Product APOOVai � ! -� .USER:PVblIC User t t i proval Menu>Product y App Prou Alkation Search>Application List>Applieatfon-Detail l; ��'•��% EL30343-R2 � F FL# 1 Revision Application Type 2020 Code Version Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the Pot and/or the Commission if necessary. ' i l 4 I Comments Archived r Premier Metal Product Manufacture FILE COPS 17613 South Address/Phone/Email Flw.y..475 ! Summerfield,FL 34491 (3$2)356-1609 I fivalidatioit@yahoo.com REVIEWED FOr> Ray Bowen CODE COMPLIAK Authorized Signature Flvalidation@yahoo.com ... i V l a 1LUCIE COUNTY Bi, •-..�h l Technical Representative ®� v Address/Phone/Email b/ Zav -® �� Quality Assurance Representative. Address/Phone/Email i Category Roofing Subcategory Metal Roofing Evaluation Report from Florida Registered Architect or a Licensed Florida Compliance Method Professional .a z ,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 James R Wally,PE ` Validated By {(' Validation Checklist-Hardcopy Received Certificate of Independence FL30343 R2 COI 26oa 5VCrimp_&Y_P0d. df Year. Referenced Standard•and Y Y . ear(of Standard) Standard ear UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code IittasJ/8oridabuilding.org/prJpr_app dtl.aspx?param=wGEVXQwtDgvH%2bffZfjpUCYWDshJc8dKAmGMcj5Xf7g3obLlgxVr3Q%3d%3d 1/3 A 1� 3/23/2021 Florida Building Code Online 1 Option D Product Approval Method Methodp I Date Submitted 10/21/2020 I Date Validated 10/25/2020 Date Pending FBC Approval Date Approveo 10/28/2020 i i summary of Products F30343.1 Model,(dumber.or Name Description I 01: 26ga 5V Crimp over plywood 26ga(min)5V Crimp over.15/32"(min)plywoodts of Use Installation Instructions F1.30343 R2 II 26ga 5V ri p_*.w00d.Rdfroved for use in HVHZ:No Verified By:David Eng,PE 81377 Approved for use.outside HVHZ:Yes Created by Independent Party:Yes Impact Resistant:N/A Evaluation Reports Design Pressure:+N/A/-108.5 Other:1O8.5psf with 12"-12"pattern at 12"oc FL30343 R2 AE 26ga SVCrimo pI wood. df Created by Independent Third Party:Yes 30343.2 02: 26ga PermaShield over plywood 26ga(min) PermaShield screw strip over 15/32"(min)plywood' j Limits of Use Installation Instructions Approved for use in.HVHZ:No FL30343 R2 II 26ga Perm aShield PAYwood df. Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:NIA Created by Independent Third Party:Yes Design Pressure:+N/A/-116 Evaluation Reports F130343 R2 AE 26ga Perma5hield plywood. d Other: every fastener every hole WITH sealant,71psf Created by Independent Third Party:Yes fastener every other hole i r 43.3 03: 032 Aluminum Perma5hield over Nominally 032 or thicker aluminum PermaShield screw strip plywood over 15/32"(min)plywood its of`Use Installation Instructions proved for use in HVHZ:No FL30343 R2 II 032A1 PermaShield p�w0od.pdf prov'ed_for.,use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/AI-153.5 Evaluation Reports. other:.153.5 with fastener every hole WITH sealant,86psf FL30343 R2 AE 032AI Per maShield n1ywood•pdf r1dittem, every.hole with OUT sealant. Created by Independent Third Party:Yes 04: 26ga TuffRib over plywood26ga.(min)TuffRib over 15/32"(min)plywood e Installation Instructions r use 1n HVHZ:.No FI 30343 R2 II 26ga TuffRlbr21lywood- ffr use outside HVHZ:Yes Verified By: David Eng,PE 81377 istant: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 pa @ FL30343 R2 AE 26ga TuffRlb vAYwo0d.pdf 12"oc,82.25psf with 9"-9"-9"fastener pattern @ 24"oc Created by Independent Third Party:Yes r 05: 032 Aluminum DuraSeam over Nominally 0.032"or thicker-aluminum DuraSefover32" j min plywood plywood (min)p Y se Installation Instructions for use In HVHZ:No ri 36343 R2 II 032A1 Dura am PIYM90d pfor use outside HVHZ:YesVerified By: David Eng,PE 81377 sistant?N/ACreated by Independent Third Party:Yes essure:+N/A/-108.5 Evaluation Reports .5 psf with clips @ 18"oc FL30343 R2 AE 032AI DuraSeam o1Ywo Created by Independent Third Party:Yes I 30343.6 06:26ga.DuraSeam over plywood 26ga(min)DuraSeam over 15/32"(min)plywood Limits of Use Installation Instructions F1 30343 R2 II 26ga DuraSeam aywo0d. Approved for use in HVHZ:No df j Approved for use Verified By: David Eng,PE 81377 outside HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant:N/A Evaluation Reports Design Pressure:+N/A/-93.5 Other:93.5psf with clips @ 12"oc,63.5psf with clips @ 16" FL30343 R2 AE 26ga DuraSeam olywo0d.pdf Created by Independent Third Party:Yes oc 303433 07: 29ga TuffRib over plywood 29ga(min)TuffRib over 15/32"(min)plywood I Fastener in the rib Limits of Use Installation Instruction's Approved for use in HVHZ:No FL30343 R2 II 29ga TuffRib Plvwood-rib.p—df g,PE 81377 Verified By: David En Approved for use outside HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant:N/A Evaluation Reports Design Pressure:+N/A/-123.5 https://floddabuilding.org/pr/pi app dtl.aspx?param=vuGEVXQwtDgvH%2bffZfjpUCYkVDshJc8dKAmGMcj5Xf7g3obUgxVr3Q%3d%3d 2/3 �I 3l19l2021 Florida Building Code Online I Other: 123.5 psf wlth 9"-9"-9"fastener pattern @ 12"oc, FL30343 R2 AE29ga TuffRib Ply o -rib pdf� 56psf @ 24"oc. Created by Indep endent Third Party:Yes � I 30343.8 O8: 299a TuffRib on Sx4 battens over 29ga(min)TuffRib on 1x4(nbm)battens-over 15/32"(min) plywood plywood Limb of US-1 FL30343 Instructions FL30343 R2 1I 29ga TuffRi 1X4.p Approved for use in HVHZ:No b df I: Approved for use outside HVHZ:Yes Verified 1 by: David Eng,PE third Pa Party:Yes Impact Resistant:N/A Created by Independent Third Pa Evaluation Design Pressure.,+N/A/-131 tion Reports other:131 psf with 9"-9"-9"fastener pattern @ 12"oc, FL30343 R2 AE 29ga Ti�ffRib 1X4.pdf 78.5psf @ 24"oc Created by Independent Third Party:Yes 30343.9 `09:29ga TIIffRib 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 Plyarood.p�f Approved for use outside HVHZ:Yes Verified By: David Ehg,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 F1 30343 R2 AE 29ga TuffRib Plywood.p� @ 24"oc Created by Independent Third Party:Yes I I I Q.1li< I i ContactUs::7�i01 Blair Store Road Tallahassee Fl 32399 Phone:850-487-1824 C pvryq Accessibility Statement::Refund Statement The state of Florida Is an AA/EEO employer. o ht 7007-2013 State of Florida.::Privacy 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 mall to this entity.Instead,contact the office by phone or by traditionalmail.If you have any questions,please contact 950.487.1395:'Pursutheant to Section 4 he emalls Florida Statutes,effective October 1,2Di2,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 I provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 45s,ES.;please.click ere. Product Approval Accepts: ® iClxcIWA ow I I Credit-Card. Safe �j li I l I i i I� https:llfloddabuilding.orglprlpr app dtl.aspx7pararit=wGEVXQwtDgvH%2bffZfjpUCYkVDshJbBdKAmGMcj6Xflg3obLlgxVr3Q%3d%3d 3i3 FL30343.07-R2 PG 1 FLORIDA PRODUCT APPROVAL 29GA TuffRib over 15132 Plywood Premier Metal Roof Manufacturing 475 Summerfield FL 34491 S. Hwy � - 17613 y � , 352-356-1609 wvvw.PMRoofcom 1 - , 36"WIDE PANEL Product Description Exposed fastener, rib style panel. Panel coverage is nominally !!, 6"with nominal rib height ht of 3/4"9 Product Material: 29 aa (m_in1 steep _ - -and o f at least 5 0 ksi i Id strength - 'e . 2 with 9 � I 0.014 ' nominally Y TUFF"" a is n TU 29g Y shall be corrosion resistant per FBC 1507.4.3 where required Exposed Fastener Ribbed Panel 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 a(- 24" oc: 56 PSF " " " through the rib -9 -9 pattern.Method B� •#10 x 2 fastener in 9 -9 q g 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 FL PE 81377 1 FL CA 33344 �.��Q�1��:•E:.-Fiy %,� www.TimberLakeCove.com O.' LIGENS�c •.6' 'David E Eng No.81377 19:56+01,Qo. — II This item has been digitally signed and 1jj �� <(/ sealed by D.E.Eng,PE,on the date �Q •. STATE OF indicated.Printed copies of this.document :�'�� •.F(ORtpP. C are not considered signed and sealed and s the signature must be verified on any /''is/0NAX- electronic copies jjjj-PMFZ00F;CbM I I ..00343.07-R2 PG 2 - i Underlayment: Comply with local building code or FBC 1507.1.1. Slope: Comply with local building code or FBC 1507.4.2. i Technical Documentation: This product has been tested to UL 580 by Intertek Testing (TST-1527), report K9550.01-450-44. I Compliance Statement: � ed compliance with Florida Building Code 2020, 1504.3.2 (non- This product as described has demonstrat 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 En_g, 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 b-y 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. i 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. sJill, PMROOF.COM p w FL30343.07-R2 PG 3 s. ,� a . 2 2 _131 a— 2 ` 1 I2 1 2 3 a 2 21 1 2 2 3 _! a instructions: Select the appropriate load table that applies to the structure in I 2 I , I2 question. ' f ? 1 —a Determine the design wind speed for the project location. a 13I 13 Use the attachment method indicated for that windspeed within a� HIPROOF�BLEROOF -JaL each roof zone. aTo-.OFI TIg1 CNT.LL0J.�1S�C'I ON 0�I N,CCOE•IEN IS S//.EEEH BUT NOT OTTa OEIEW%EO BY C`GIOR OTm Ri,(MBIE CODETFi,09J1 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 ROOF ZONES FOR GENERIC BUILDING 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. METHOD B: 12" O-C NR: CONSULT DESIGN i 9" 9" 911 ---9"—� PROFESSIONAL 11 l; 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,or gablelhip roof with max slope of 12:12 Have either a flat roof,or gablelhip 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 FL30343.07: 29 a TuWib on 15132"nlywood FL30343.07: 29 a Tuffrib on 15132" I)Mood 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 B B B B Zone 1: A A A A B B` B 8 ,a.B_:B. Zone 2: A A A A (3 B 6 B B - ,8 B ; Zone 2: _A B--B B. 8 B Zone 3: A A A B ,. B .B_: B. .S__li :� Zone 3: 13— ,B .:.13 Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: it 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 I FL30343.07: 29 a Tuffrib on 15/32" ood FL30343.07: 29 a Tuffrib on 15/32" I ood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 1_80 19_0 200 Zone,1: A A A A A A A A �B B B: Zone 1: A A A A , B B B :y B B f B B Zone 2: A A A A A B B B B B ' 13 Zone 2: A A B B, , B - B WWI B ,. ; _.._ Zone 3: A A A A "8.. B B.. B _ B .B__ Zone 3: B B _B B. B -B .._ ... _ -_ 11il PMROOF.COM 1, i