The URL can be used to link to this page

Home My WebLink AboutProduct Approval fit aCIS Home 1 Log in ; User Registration Hot Topic j Submit5urcharge Stats&Facts Publications Contact Us BCIS Site Map i Links i Search i a Product Approval a USER:Public User db,10lidpr Product Approval Menu>Product or Ap,pj cation Search>Application List>Application Detail - FL# FL30343-R2 Application Type Revision Code Version 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 Product Manufacturer Premier Metal Address/Phone/Email 17613 South Hwy.475 Summerfield,FL 34491 (352)356-1609 fivalidatlon@yahoo.com Authorized Signature Ray Bowen fivalidation@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 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 j El Validation Checklist-Hardcopy Received Certificate of Independence FL30343 R2 COI 26oa SVCrimppywood.pdf Referenced Staridard and Year(of Standard) Standard Year UL 580 2006 ! Equivalence of Product Standards Certified By i Sections from thle Code I I 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 Summary of Products FL# Model,Number or Name Description 30343.1 01: 269a 5V 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 SVCrimp p�ood.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/-108.5 Evaluation Reports Other:108.5psf with 12"-12"pattern at 12"oc FL30343 R2 AE 26ga 5VCrimo psywood.Ddf Created by Independent Third Party:Yes 30343.2 02: 26ga PermaShield over plywood 26ga(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.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/-116 Evaluation Reports Other:116psf fastener every hole WITH sealant,71psf FL30343 R2 AE 26ga PermaShield Dlywood.odf 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 plywood.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/-153.5 Evaluation Reports Other:153.5 with fastener every hole WITH sealant,86psf FL30343 R2 AE 032AI PermaShield olywood.odf 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 II 26ga TuffRib DI 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.Spsf with 6.S"-2.5"-6.5"-2.5"fastener pattern @ FL30343 R2 AE 26ga TuffRib pllywood.adf 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 Installation Instructions Approved for use in HVHZ:No FL30343 R2 II 032A1 DuraSeam Dlywood.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/-108.5 Evaluation Reports Other:108.5 psf with clips @ 18"oc FL30343 R2 AE 032AI DuraSeam plywood.odf 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 R2 II 26ga DuraSeam Dlvwood.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/-93.5 Evaluation Reports Other:93.5psf with clips @ 12"oc,63.5psf with clips @ 16" FL30343 R2 AE 26ga DuraSeam Dlywaod.pdf oc Created by Independent Third Party:Yes r 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 f 'C, 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 08:29ga TuffRib on ix4 battens over 29ga(min)TuffRib on ix4(nom)battens over 15/32"(min) plywood plywood Limits of Use Installation Instructions Approved for use in HVHZ:NO FL30343 R2 II 29ga TuffRib 1X4.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/-131 Evaluation Reports Other:131 psf with 9"-9"-9"fastener pattern @ 12"oc, FL30343 R2 AE 29ga TuffRib 1X4.Ddf 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_Plvw_ood.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/-93.5 Evaluation Reports Other:93.5 psf with 9"-9"-9"fastener pattern @ 12"oc,56psf FL30343 R2 AE 29ga TuffRib Plywood.adf @ 24"oc Created by Independent Third Party:Yes e:ck Next Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.CopMdaht 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-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 mail.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 email. 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 455,F.S.,please dicki ere. Product Approval Accepts: MEW ® R Credit Card Safe I I I 0 PPPP ti FL10343.01-R2 PG I FLORIDA PRODUCT APPROVAL 26GA 5V Crimp over 15/32 Plywood Premier Metal Roof manufacturing 17613 S. Hwy 475 1 Surnmerfield FL 34491 www.PMRoof.com 1352-356-1609 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: 26-ga (min) steel 26ga is nominally 0.0185"with yield strength of at least 50ksi, and 5 V tr 'ID' shall be corrosion resistant per FBC 1507.4.3 where required 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 813771 FL CA 33344 www.TimberLakeCove.com -.0 M'Vid E Eng No.81377 '02 0 10.18 5-57722.2 :32+01'W This item has been digitally signed and -)3 sealed by D.E.Eng,PE,on the date -,0 STATE OF indicated.Printed copies of this document ORID are not considered signed and sealed and the signature must be verified on any 9 /0NAL V�\\ electronic copies 11#1 PMP010RCOM pop -FL: 30343.01 R2 gm. .-� PG 2 e i'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 K9550.03-450-44. 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 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. i i 1111 PMROOR OM I ' r -FL30343.01-R2 PG 3 2 2 3 �.y - " \ 1 1 2 Instructions.-- -' 2 Select-the appropriate load table that applies to the structure in 2 1 2 2 3 a a question. 2 Determine the design wind speed for the project location. 2 1 1 2 Use the attachment method indicated for that windspeed within 3 3 a each roof zone. —�+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 xIV.CP LEAST ROIZONTAL DOJENSION OR°K,,I1QIEVFR IS SMALLER.BUT NOT LESST 4 ERHER4:.OF LEAST HOR ONTAL MENSION OR]Fr LO WJL Zones 1-2-3. OR AS DETERLELNED BY DESIGN OR OTHER APPLICABLE CODE Zone 1 includes zones 1 and V ROOF ZONES FOR GENERIC BUILDING 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. 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 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 FL30343.01: 26 a 5V Crimp on 15/32" plywood FL30343.01: 26 a 5V Crimp on 15/32 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 AIM Zone 2: A A A A A Zone 3: A A A 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 1.5:12,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 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 Crim on 15132"plywood FL30343.01: 26 a 5V Crimp on 15/32"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 EEMMI 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 jJill PMROORCOM 1