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Home My WebLink AboutAPPROVED Jonker PA's SS 4/26/2021 Florida Building Code Online r r Professional Business r E i . Regulation b BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map I Links Search � Product Approval > r 4USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL28059-RI Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@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 Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally, PE Validation Checklist- Hardcopy Received Certificate of Independence FL28059 R1 COI 24ga PeakMax plywood pdf Referenced Standard and Year(of Standard) Standard Year UL580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvGtOxVMlgT%2bNijbbnUi,7fTtlB%2f6BLAfkO%2fN2vMzCgcMw°/a3d%3d 1/3 4/26/2021 Florida Building Code Online Date Submitted 12/16/2020 Date Validated 12/19/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 Summary of Products FL# Model,Number or Name Description i 28059.1 f 01: 24ga PeakMax on Plywood 24ga (min) PeakMax 1.5"mechanical seam on 15/32"(min) I plywood or 3/4" (min)wood plank Limits of Use Installation Instructions i Approved for use in HVHZ: No FL28059 R1 II 24ga PeakMax 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/-191 Evaluation Reports Other: Refer to evaluation report FL28059 RI AE 24ga PeakMax pjywood.pdf Created by Independent Third Party: Yes r28059.2 02: 032 PeakMax on Plywood Nominally 0.032"aluminum (or thicker) PeakMax 1.5" mechanical seam on 15/32"(min)plywood or 3/4"(min)wood }— ;plank 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 RI II 032 PeakMax plyw-% 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/-191 Evaluation Reports Other. Refer to evaluation report FL28059 RI AE 032 PeakMax pAywood,= Created by Independent Third Party: Yes 28059.3 03: 032 PeakMax 20-inch on Plywood Nominally 0.032"aluminum(or thicker) PeakMax 1.5" mechanical seam with 20"coverage on 15/32"(min)plywood or 3/4" (min)wood plank Limits of Use N Installation Instructions Approved for use in HVHZ: No FL28059 R1 II 032 PeakMax 20in p-lywood.p!jf 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/-159.25 Evaluation Reports Other: Refer to evaluation report FL28059 R1 AE 032 PeakMax 20in plywood.pdf I Created by Independent Third Party: Yes 128059.4 04: 16oz Copper PeakMax on Nominally 16oz copper(or thicker)PeakMax 1.5"mechanical Plywood seam 20"coverage on 15/32"(min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 R1 II 16oz PeakMax 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: -i-N/A/-159.25 Evaluation Reports Other: Refer to evaluation report FL28059 R1 AE 16oz PeakMax plywood.pdf Created by Independent Third Party: Yes 28059.5 05: 24ga PeakMax 20-inch on 24ga(min)PeakMax 1.5"mechanical seam with 20"coverage Plywood on 15/32"(min)plywood or 3/4"(min)wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 R1 II 24ga PeakMax 20in 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/-189.25 Evaluation Reports Other: Refer to evaluation report FL28059 R1 AE 24ga PeakMax 20in piywood.pdP Created by Independent Third Party: Yes 28059.6 06: 249a PeakMax on Plywood 24ga(min)PeakMax 1.5"mechanical seam with sealant option on 15/32"(min)plywood or 3/4" (min)wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 RI II 24ga PeakMax sealant p&,ywoo 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/-159.25 Evaluation Reports 1 Other: Refer to evaluation report FL28059 R1 AE 24ga PeakMax sealant pLywood.pjf i Created by Independent Third Party: Yes 28059.7 07: 24ga SupremeMax on on B Deck 24ga (min)SupremeMax 2.0" mechanical seam on 22ga (min) ! B Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL28059 R1 II 24ga SupremeMax BDeck.p lf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvGtOxVMIgT%2bNljbbnUr7fTt1B%2f6BLAfkO%2fN2vMzCgcMw%3d%3d 2/3 4/26/2021 Florida Building Code Online 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/-181.75 Evaluation Reports Other: Refer to evaluation report FL28059 RI AE 24ga SupremeMax BDeck.Ddf Created by Independent Third Party: Yes 28059.8 08: 032 SupremeMax on on B Deck Nominally 0.032"aluminum (or thicker)SupremeMax 2.0" mechanical seam on 22ga (min) B Deck Limits of Use I Installation Instructions Approved for use in HVHZ: No FL28059 RI II 032 SupremeMax BDeck.Qdf 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/-166.75 Evaluation Reports Other: Refer to evaluation report FL28059 R1 AE 032 SupremeMax BDeck.pdf Created by Independent Third Party: Yes Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CopyYlght 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 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 emails 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, Product Approval Accepts: ®= M E'y'hELk Ma Credit Cara S 0— https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvGtOxVMlgT%2bN[jbbnUr7frtlB%2f6BLAfkO%2fN2vMzCgcMw%3d%3d 3/3 PEAK EXTREMEMETAL FABRICATORS SKILLEO CRAFrERS OF Nk rALQCk.'XF-1NG SYSrEMS 032 Aluminum (min) PEAKMAX over 15/32-"-' (min ) plywood Extreme Metal Fabricators 2160 SW Poma Dr I Palm City FL 34990 Product Description Mechanical standing seam panel with 20" maximum coverage and a nominal rib height of 1.5" Product Material Nominally 0.032" aluminum or thicker Fastener #10 1-inch pancake style fastener, 2 per clip Compliant with FBC 1506.6 where required. Clip 24ga, 3" long fixed clip 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, L L C \ I" 3324 W Univ Ave #206 1 Gainesville FL 0 E. firs FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com No,81377 Digitally signed by David E Eng:: Date:2020.12.16--0 11:07:37+0 1,00, 0 STATE OF C4- /ONAL 41M 10/1111100 This item has been digitally signed and seated by D.E-Eng. PE.on the date indicated Printed copies of this M AX document are not consideted signed and seated and the signature must be verified on any electronic copies 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: (2) #10 x 1" fasteners per 3" clip ( 16" o c and panel seamed to 900: 118 PSF Method B• C2) #10 x 1" fasteners per 3" clip Cad 8" o c and panel seamed to 180': 159.25 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 D9470.01-450-18, as referenced in FL 25621.01-RO. 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 1D. 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 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. Accelerated weathering/salt 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. PEAK ENGINEERING LOAD TABLES Instructions: Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project a— 2 II 2 3 location. 1 2 1 ( 1 \\\ 2 Use the attachment method indicated for that 2 windspeed within each roof zone. 2 1 2 2 3 - 1 2 3 NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. /` 2 --4 a For the load tables below, the worst case was taken for each zone and reported using the standard zones 2 1 1 2 1-2-3: Zone 1 includes zones 1 and 1' a 3 2 3 a I If Zone 2 includes zones 2e, 2r, and 2n --�a �- HIP ROOF GABLE ROOF --JaL Zone 3 includes zones 3e and 3r —�—p Combining these zones creates a clear, simple a:10%OF LEAST HOIZONTAL DIMENSION OR 040.WHICHEVER IS SMALLER.BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3FT(0.9M). scheme, at the expense of some design efficiency. OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A METHOD B NR: NOT RATED. LJO`SEAPot 180"SEAh1 CONSULT DESIGN PROFESSIONAL AS NEEDED CLIP WITH 3"BASE @ CLIP WITH 3"BRSE(W 161,0C g"0C 010 F ASTE,NL:RS (2)#10 FAS T r HERS PER CLIP PER CUP 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 fiat 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 FL28059.03: 032 PeakMax on 15/32" Plywood FL28059.03: 032 PeakMax 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 B B Zone 2: A A A A A A A A A A A Zone 2: A A A A A A B B B Zone 3: A A A A A A A A A B B Zone 3: A A A A A B B 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 70,hip roof with Have either a flat roof less than 70,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 FL28059.03: 032 PeakMax on 15/32" plvwood FL28059.03: 032 PeakMax 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 A B Zone 2: A A A A A A A A A A A Zone 2: A A A A A A A B B B Zone 3: A A A A A A A A A A BEXTREMEMETAL Zone 3: A A A A A B B B _ • # -