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Home My WebLink AboutAPPROVED, Metal Product Approval1/18/2021 Florida Building Code Online BCIS Home Log In User Regtstratian Hot Topics Submit Surcharge stats & Facts r rLs= ^' Product Approval �t ;USER: Public User F ro e ct A praval Menu > Prod_ uct or A.oplicatian Search > App ica an List > Application Detail w FL #ON FL17022-R8 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated 5. Publications contact Us BCIS Site Map Llnk Search Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com Richard McKuhen 2160 SW Perna Drive Palm City, FL 34990 (772)872-8034 richard@emfat).net Roofing Metal Roofing 611 %. \ Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received David Eng PE-81377 Keystone Certifications, Inc. 04/22/2024 James R Wally, PE Validation Checklist - Hardcopy Received FL17022 R8 COI 26ga VMAX plywood odf Standard TAS 100 TAS 125 UL 580 Method 1 Option D 10/05/2020 10/12/2020 Year 1995 2003 2006 https://www.floridebuilding.org/pr/pr app_dtt•aspx?param=WGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR°lo2bd%2buNXXG%2bniRhGTtoBWM1aQ%3d... 112 1/18/2021 Date Pending F8C Approval Date Approved Date Revised FL # 17o2z.1 MOael, Number or Name 269a VMax on Plywood Limits of Use Approved for use in HVHZ: No i Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +N/A/-228 Other: Refer to evaluation report. Florida Building Code Online 10/25/2020 12/15/2020 12/16/2020 17022.2 102: 032 Aluminum VMax on Plywood Limits of Use -- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Prey Description_- 269a (min) VMax SV panel with 24" coverage on i5/32" (min) plywood or 3/4" (min) thick wood plank. Installation Instructions T-- FL1702.2 R8 II 26ga VMAX (pywoo .pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports i FL17022 R8 AE 26ggL_VMAX plyw f Created by Independent Third Party: Yes Nominally 0.032" aluminum (or thicker) VMax 5V panel with 21° coverage on 15/32 (min) plywood or 3/4" (min) thick wood plank, ---- Installation Instructions - - - _—' FL17022 R8 TI 032 VerVM ifieDA2T n pywood,pd ng,P1377 Created by Ind- d sure. +N/AJ-168.5 Other: Refer to evaluation report. pen ent Third Party: Yes Evaluation Reports "�------------ FL17022 R8 AE 032 VMAX i in piywood.pdf Created b rt . Yes y Independent Third Pa7022,3 i1 _. 26 03: 26ga VMax on Plywood 26ga (vim) VMax SV pane! with 24' coverage on 15/32" (min) plywood ; or 3/4" (min) thick wood plank. Option for fasteners in the flats and in Limits of Use - -- ^—___.. the ribs. ---.__..--- Approved for use in HVHZ: No - -- - - Installation Instructions Approved for use outside HVHZ: Yes s FL17022 R8 iI 26oa VMAX wood fla pdf Impact Resistant: N/A Verified By: David Eng, pE 8137j Design Pressure: +NJA/-114,25 Created by Independent Third Party: Yes Other: Refer to evaluation report. Evaluation Reports —�—_._.---------.--___---- FL17022 R8 AE 26oa VMAX olywoo¢ fiats pdf Created by Independent Third Pa rty: Yes ; 17022.4 04: 26ga CorMax on plywood Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: NIA Design Pressure: +N/A/-161 Other: Refer to evaluation report, 17022.5 t 05: 26ga CorMa:c on Battens Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: yes Impact Resistant: N/A Design Pressure: +N/A/-161 Other: Refer to evaluation report. 26ga (min) COrMax corrugated panel with 29.5" coverage on 15/32" (mm) plywood or 3/4' (min) thick wood plank. Installation Instructions 417022 R8 II 26_QA CorMax Plywood HVHZ pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17022 R8 AE 26ga CorMax Plvwood HVH7-r,df Created by Independent Third Party: Yes 26961 (min) CorMax Comegated panel with battens. 29.5" coverage on 2x4 (min) Installation Instructions FL17022 R8 II 26oa CorMax Battens pdf fled By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17022 Rg AE269 a CorMax 8attens.p Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road 1211ahassee FL 3 399 Phone: 850-4S7-1924 The State of Florida is an A VCM employer. CQgvr ght 2oo7-�n13 St - of pl -d :; prfvaw Stata,,,o+.. -- .- pse� ibll'b e t :: Refunds 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 Mali 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 octoher 1, 20e 2s licensees licensedmail 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 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 click here . Prodott Approval �7rov)ACCept3: r`:1 Card SAM https:IlWw rflo idabuilding.org/pripr app d l.aspx?param=wGEVXowtDgv2aBQPHpQQe6rMZMkUEoRd/o2bd%2buNXXG%2bnlRhGTtoBwmiaQ%3d... 2/2 26ga (min) MAX over 15/32" (min) Plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34990 Product Description 5V Crimp style exposed fastener panel with 24" max coverage and nominal rib height of 3/811. Product Material 26ga (min) steel Corrosion resistant per FE3C 1507.4.3 where required Fastener #9 or #10 x 1-5" fastener with sealing washer Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) Plywood or 3/4" (min) thick wood plank (min S.G. Of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC 3324 W Univ Ave #2061 Gainesville FL FL PE 81377 1 FL CA 33344 "0111111' MAX F'L7A-R Underlayment: Comply with local building code or FBC 1507.1.1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re -Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & Installation Requirements: Method A: #9 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 86 PSF Method B: #10 x 1.5" fastener in 12"-12" gatter,n at 16" o.c., 93.5 PSF Method C: #10 x 1.5" fastener in 12"-12" pattern at 8" o.c.- 101 p5F Method D: #Jo x 1.5" fastener in 12"-12" pattern at 6" o.c.: 228 PSF A factor of safety of 2 has been applied. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and 005893.02-450-18. As referenced in FL 17022.01-R7 Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method ID. 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 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. 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 some 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. Accelerated weathering/sait spray is 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 61G20-3. 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. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. Instructions: Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project location. Use the attachment method indicated for that windspeed within each roof zone. 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 I includes zones I and V Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, of the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. METHOD A: #9 AT 16" O.C- METHOD B: #10 AT 16" O.C. 3' a J a 121 a a HIP ROOF GABLE ROOF -4 A, -,a,, QP LEAST Hp1 1% S!— BUT NOT OF LEAST HORIZONTAL oi ORAS�TER"Et) mE,4s1on0R.�Tj,9,1, �DMGNOR-. —PLIC .LCC0— ROOF ZONES FOR GENERIC BUILDING METHOD C: METHOD D: #10 AT 3" O.C. #10 AT 6" 0, C. r-12" (NOM)----T--12" (NOM)-------, NRi NOT RATED. CONSULT DESIGN PROFESSIONAL AS NEEDED Use this load fable 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 E—L17022.01: 2.6.qa_5V C_ rim on 15/32" @IVW00d Wind 105 110 120 130 140 1.50 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 2-, A A A A A A A A C D, Zone 3: A A A A A A B C Use this load table for structures which meet the following criteria: Are located in Exposure a area Have either a flat roof less than 7°, hip roof with max slope of 12:12, or gable roof with slope between 4.412 & 12:12 Have a mean Roof Height of 30 feet or less M A--7-Aoq n-i. ex i Wind ( 105) 110 120 130 140 150 160 170 180190o -20-0 Zone I A 'A A A A A A A A A A Zone. 2: A A A A A A A A A 6 0 Zone 3: � A A A A A A A R 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 gablelhip roof with max slope of -12:12 Have a mean Roof Height of 30 feet or less FL17022.01: 26ga 5V.... --rjffw on 15M2" 12bMood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A C Zone 2: A A A A Zone 3: A A A C All 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 7*, hip roof with niax 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 FL17022.01: 26ga LV_Cam_g on 15/32" 01VW00d Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A B Zone 2: A A A A -A