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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFING i I Florida Building Code Online 8CI5 Home Log In User Registration Hot Topics Submit Surcharge ' Stats&Facts Publications Contact Us : aCIS Site Map Links Search dbpr =� royalProduct App�� USER:Public User a i Product Aooroval t4enu>Product or Application Search>Application List>Appllwtton Detail Y°! FL# FL30343-R2 Application Type Revision2020 Code Version Approved Application Status Approved I *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. F1EV�E t�"WED FOR Comments _ �^� �[ p�� ,� Archived 00,10E `�."ru t�(``.Yti i£`"��l96�i N C E RECEIVED Product Manufacturer Premier Metal lck.-ffa LML COUNTY 17613 South Hwy 475 Address/Phone/Email Summerfield,FL34491 PS CC SEP 3 0 2021 (352)356-1609 flvalidation@yahoo.com .3t.Lucie County I Authorized Signature Ray Bowen Flvalidation@Yahoo.com I i Technical Representative FILE CO a `� Address/Phone/Email '{ I 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 -Hardcopy Received Evaluation Report 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 James RO22 Wally,PE Validated By i Validation Checklist-Hardcopy Received Certificate of Independence FL30343 R2 COI 26ga 5VCrimp_&l M d. df Referenced Standard and Year(of Standard) Standard Year ear UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQWtDgvH%D2bftZfjpUCYkVDshJcBdKAmGMcj5Xf7g3obLlgxVr3Q%3d%'d 1/3 i 3/23/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/21/2020 Date Validated 10/25/2020 Date Pending FBC Approval Date Approvea 10/28/2020 Summary of Products pApproved EEEModel,Number or Name Description 01: 26ga 5V Crimp over plywood 26ga(min)5V Crimp over 15/32" (min)plywood Use Installation Instructions FL30343 R2 II 26ga 5VCrimp plywood.pdf for use in HVHZ:No Verified By: David Eng,PE 81377 pped for use outside HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant:N/A Evaluation Reports Design Pressure:+N/A/-108.5 FL30343 R2 AE 26ga 5VCrimp p!yV od. df Other:108.5psf with 12'-12"pattern at 12"oc Created by Independent Third Party:Yes -------------------------- 30343.2 02: 26ga PermaShield over plywood 26ga(min)PermaShield screw strip over 15n(min)plywoodLimits of.Use Installation Instructions Approved for use in HVHZ:No FL30343 RZ II 26ga PermaShield plyw oVerified By: David Eng,PE 81377 Approved for use outside HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design Pressure:+N/A/-116 FL30343 R2 AE 26ga PermaShield pI wo Other:116psf fastener every hole WITH sealant,71psf Created by Independent Third Party:Yes fastener every other hole 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 plywood.pdf Verified By: David Eng,PE 81377 Approved for use outside HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant: N/A Evaluation Reports Design Pressure: +N/A/-153.5Ly Other: 153.5 with fastener every hole WITH sealant,86psf FL30343 R2 AE 032AI Created by Independent Per daPa— Yes ood. df with fastener every hole with OUT sealant. 30343.4 04: 26ga TuffRib over plywood 26ga(min)Tuffkib over 15/32"(min)plywood Limits of Use Installation Instructions Approved for use in HVHZ:No F�3n343 R2 II 26ga TuffRib Rlyw o .per Verified By: David Eng,PE 81377 Approved for use outside HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant:N/A Evaluation Reports Design Pressure:+N/A/-123.5 FL30343 R2 AE 26ga TuffRib plywood.pdf Other: 123.5psf with 6.5"-2.5"-6.5"-2.5"fastener pattern @ 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" min)plywood plywood ( rDesign se Installation Instructions for use in HVHZ:No R2 If 032AI DuraSeam p1y�d Pdf Verified By: David Eng,PE 81377 for use outside HVHZ:Yes Created by Independent Third Party:Yes esistant:N/A Evaluation Reports ressure:+N/A/-108.5FL30343 R2 AE 032AI DuraSeam olYwo pd8.5 psf with clips @ 18"oc 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. FL30343 R2 II 26ga DuraSeam plywood. df Approved for use in HVHZ:No Verified By: David Eng,PE 81377 Approved for use outside HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant:N/A Evaluation Reports Design Pressure:+N/A/-93.5 R2 AE 26 a _ j Other:93.Spsf with clips @ 12"oc,63.5psf with clips @ 16" Created3by Independent Third—DuraSeam Party IYes od.pdf oc I 30343.7 07: 29ga TuffRib over plyw ood 29ga(min)Tu ib 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. Verified By: David Eng,PE 81377 Approved for use outside HVHZ:Yes Created by Independent Third Parry:Yes Impact Resistant:N/A Evaluation Reports Design Pressure:+N/A/-123.5 i fjpUCYkVDshJc8dKAmGN1cj5Xf7g3obLlgxVr3Q%3d%3d https://floridabuilding.orgtprlpr app_dtl.aspx?param=wGEVXQWtDgvH%2bffZ 2/3 . r Florida Building Code Online 3/19/2021 1 I FL30343 R2 AE 29ga Tuff91 Ply o -rib P-df Other: 123.5 psf with 9" 9"-9"fastener pattern @ 12"oc, Created by Independent Third Party:Yes 56psf @ -4"oc rApproved o6: 29ga TuffRib on lx4 battens over 29ga(min)TuffRib on Jx4(nom)battens over 15/32" (min) plywood plywood Installation Instructions se in HVHZ:No FL30343 R2 II 29ga TuffRib IX4.pdf Verified By: David Eng,PE 81377 Approved for use outside HVHZ:Yes Impact Resistant:N/A Created by Independent Third Party:Yes -131 Evaluation Reports Design Pressure:+N/A/ 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 Installation Instructions Limits of Use F13n343 R2 iI 29ga TuffRib Plywood.pdf Approved for use in HVHZ: No Verified By: David Eng,PE 81377 Approved for use outside HVHZ:Yes Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-93.5 Evaluation Reports Other:93.5 psi with 9"-9"-9"fastener pattern @ 12"oc,56psf Created byIndependent TPy hird Palmy�Yespdf @ 24"oc Caclt � ' i Contact Us::76o1 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1924 i The State of Florida is an AA/EE0 employer.CODyri privaGy statement::Accessibility Statement::Refund Statement ' Under Florida law,emall 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 hone or by traditional mail.If you have any questions,please contact 8S0.487.1395.*Pursu they have one.ant to section 455.275(1), 1I. Florida Statutes,eeff dive,October communication,2012, cswith es licensed the IlcenseeerHowever email addresseter 455,F.S.Must s are public recide the rOvord.If you do not wish to supplyrtment ith an email address fa personal address,please provided may b provide the Department with official 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: Credit Card Safe i l �i. https://floddabuilding-org/pr/pr app_dtI.aspx7param=wGEVXQwtDgvH%2bff4fjjpUCYkVDshJcBdKAmGMcj6Xf7g3obLlgxVr3Qa/e3d°/a3d 313 FL30343.07-R2 PG 1 s rMil � FLORIDA PRODUCT APPROVAL 29GA TuffRib over 15132 plywood Premier Metal Roof Manufacturing 17613 S. Hwy 475 Summerfield FL 34491 www.PMRoof.com 352-356-1609 Product Description Exposed fastener, rib style panel. Panel coverage is nominally 3/4"HIGH 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 TUFF shall be corrosion resistant per FBC 1507.4.3 where required Fastener: #10 x 1.5 inch fastener with sealing washer Exposed Fastener Ribbed Panel 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 aC� 24" oc. 56 PS Method B' •#10 x 2"fastener in 9"-9"-9"-9" pattern through the rib 12n oc:: 123.5 PSF A factor of safety of 2 has been applied. I Evaluated by: �I David Eng, PE I Timberlake Cove, LLC 3324 W Univ Ave#206 1 Gainesv FL PE 81377 1 FL CA 33344 ��. �� ... . www.TimberLake',ove.com OP'��cENSF'' David E Eng No.81377 22:19:56+01'00' This item has been digitally signed and CV sealed by D.E.Eng,PE,on the date STATE OF <(/ indicated.Printed copies of this document %'�� _ �CORIOP•. ' \_� are not considered signed and sealed and s the signature must be verified on any electronic copies Jill PM ROOF.COM i J - F00343.07-R2 01010101prp 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- j 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 i Certification of Independence: e, nor will acquire a financial interest in any company David En_g, PE and Timberlake Cove, LLC do not hav 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 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. - - - -- - --- - M ROORCOM 1 FL30343.07-R2 j PG 3 2 2 ---'3 a— I . 2 12 I 2 f i 2 2 3 i2; 1 2 a Instructions: Select the appropriate load table that applies to the structure in I 2. 12 PP 2 question. �! ._--2 1 — Determine the design wind speed for the project location. �— I a 13 13 i Use the attachment method indicated for that windspeed within —a� HIP ROOF�GABLEROOF p�•:,1cGiE•/EIt 15 Sl:.LLEIt.9'Ji::01 each roof zone. a:,0'•CT LEAS T,1WLQ11.LL O:LUGCiI OR 1 1L55THly ElT„CR•:OF EL1UT,fORZWITAt CatC15.'O!1 OR)Fi 0 fJl 00.as P'[EWJHEO 9Y pES1011 OR OTnER APPL,CAS.E CCOE. FBC 2020 adopt a 7-zone concept.For the load tables E 7.16 and P NOTE:ASC . 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 creates a clear,simple scheme,at the expense of some Combining these zones c P Comb g 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 gll g++ g" 9"---1 PROFESSIONAL j Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: JI Are located in Exposure B area 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 either a flat roof,or 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 FL30343.07: 29 a Tuffrib on 15/32" 1 ood FL30343.07: 29 a Tuff-rib on 15/32" I&Moocl Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 137;,4 0 150 160 170 180 190 200 - - --- .... g g B 8 BZone 1: A A A A A A A B B B B Zone 1: A A A A Zone2: A A A A .B B B B B .B Zone2: A B B B BZone3: A A A B . 8 B_ B B B . Zone3: B B' B _ - I,. 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 1.5:12,hip roof with Have either a flat roof less than 1.5.12,hip roof with roof with max slope of 12:12,or gable roof with slope between 4.4:12-12:12 rHna e a meanslopef Roof Height of12:12,or130 feet or lesspe between 4.4:12-12:12 Have a mean Roof Height of 30 feet or less 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 In:e7A 5 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A B . B 'B A A _A B B BB B B B Zone 2: A A A A A ..B B B B B B A B B; B B B BZone 3: A A A A B B B BB B B _B B B s `�� PMROOF.COM