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Home My WebLink AboutAPPROVED EMF -5 V-MAX PRODUCT APPROVAL.pdf(1)4/2'U2021 Florida Building Code Online SCiS Home Log In User Registration Hot Topics Submit surcharge Stats & Facts Publications contact us BCIS Site Map Links Search ' I Product Approval V ��y dbpr { �= USER: Public User 5rtV Product Approval Menu n goRcarion Search n Appllc: tiur, Wi,[ n Application Detall FL # FL17022-R9 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Porna Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen fivalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, rL 34990 (772)872-8034 rchard@emfab.net 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 Referenced Standard and Year [of Standard] Equivalence of Product Standards Certified By FL17022 Rg Cot 26ga_VMAX_gLywoad,W StAndprd TAS 100 TAS 125 UL 58❑ ear 1995 2003 2006 Sections from the Code httnt•Ilfinrirtahllilriinn nmInrinr ann rill acnr7narnrn=wr,r—N/XC.]wtnnv9aPtnnHnr- n.A,nn71,A4l ICZ[PGLos,77Pn.,l�a�?l.,ee,,4..la...,,I „Aor-o.lor.0A 4 - A°N2021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summery of Products Method 1 Option D 12/16/2D20 12/16/2020 12/26/2020 02/09/2021 FL N Model, Number or Name I Description 17022.1 01: 269a VMax on Plywood 26ga (min) VMax 5V panel with 24' coverage on 15/32" (min) plywood or 3/4- (min) thick Wood plank. Limits of Use Installation Instructions Approved for use in HVHZ: No Approver) for use outside HVHZ: Yes FL12022 R9 II 26ca VMAX Rly tl df Verified By: David Eng, PE 81322 Impact Resistant N/A Createtl by Independent Third Party: Yes Design Pressure: +N/A/-228 Evaluation Reports Other: Refer o evaluation report. FL12072 R9 AE 2fiba VMAX alvwood.adf Created by Independent Third Party: Yes 17022.2 02: 032 Aluminum VMax on Plywood Nominally 0.032' aluminum (or thicker) VMax 5V panel with 21- coverage on 15/32' (min) plywood Or 3/4' (min) thick wood plank. Limits of Use Installation Instructions Approved for use In HVHZ: No FL12022 R9 If 032 VMAX 211n olvwnatl.odf Approved for use outside HVHZ: Yes Venfietl By: David Eng, PE 81327 Impact ResistanC N/A Created by Independent Third Parry: Yes Design Pressure: +N/A/-16B.5 IEvaluation Reports Other: Refer to evaluation report. FL17022 R9 AE 032 VMAX Ilin plkedagg W Created by Independent Third Party: Yes 17022.3 03: 26ga VMax on Plywood 26ga (min) VMax 5V panel with 24- coverage on 15/32- (min) plywood or 3/4' (min) thick wood plank. Option for fasteners In the Flats and in the ribs. Limits of Ufe Approved for use In HVHZ: lNo Approved for use outside HVHZ: Yes Impact Reassure: N/A OPressure: +N/A/-114.25 Other: Refer to evaluation report. 17022.4 04: 26ga CorMax on Plywood Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: +N/A/-161 Other: Refer to evaluation report. 17022.5 05: 269a CorMax on Battens Installation Instructions FL12022 R9 11 269a_-VMAX_,bng tl Rats.odf Verified By: David Eng, PE 81322 Created by Independent Third Party: Yes Evaluation Reports FL12022 R9 AE 26ga VMAX dyXQQd_fLgg,,Qdf Created by Independent Third Party: Yes 16ga5/3 (min))CorMaxplywood corrugatetl panel with ood coverage on 15/32" (min) plywootl or 3/4' (min) thick wootl plank. Installation Instructions FL12022 R9 Ii 26oa CorMax Plvwoatl HVHZOCf Verified By: David Eng, PE 81322 Created by Independent Third Parry: Yes Evaluation Reports FL17022 R9 AE 2§.ga CarMax PIVWootl HVH2.pdr Created by Independent Third Party: Yes _ 269a (min) CorMax corrugated panel with 29.5- coverage on 2x4 (min) battens. Limits of Use Installation Instructions Approved for use In HVHZ: No F IZQ2Z_R9 13ga CorMax Battens odf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81322 Impact Resistant; N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-I61 Evaluation Reports Other: Refer to evaluation report. F 12022 R9 AE 2fisa Cordlax Ramers.rLdf Created by Independent Third Party: Yes 00 cop av us;: zam aav sm„e am,e. n erne-n n yea ptsne: esoua�asoa The wteapanda .an euvFEo enev,. gppelnhr29Q2-rpun :: —ree, den,hn,:: e.,a, sere ea - order panne are. emas aen,tee are Ioak Weends..1, do has want awn--coala 1ftleaea a reserve to a walowft.ev yi do not and aaavann mall b ma enter. M ned. varied Me Nan by prune w ay ue0luonal nea. If you haft aw Mandoon, aeeae amn¢ 95OAa2. 1395. •eursuant to secean 455.2251D. Norka sbnnes, enMlve broader 1. 2012, IkMaee IdenaM under chapter 455, F.S. due gaNEe Me pepaNenr wlla an eons a4Erte if they have one. The meib hdps1i ondabuilding.orglpinpr_app_dd.aspx7pammzvGEV%Ow1D9v28BGOHDOOe6rMZMKUEOR%2b]ZBOaisB2inMvn,lflawl vAaLBdopn I am 4Y112021 Florida Building Code Online promded may be used forof dual communication with the Redness. However emad ademsea: arc public record. If you do not wen to armory a piumnal add—, Meese pmvlda the Depertmate wIM an small eddm. wMN can be made avellable to Me public To determine If you art a Ilmn[ee under [haprer455, F.S., please tllckye¢. Ismdua approval a:amen Credit Cam Safe hVIIJ/Bondabuilding.orgli amp dg.aseX7oammwGEVXQw Dov2aBOoH000eBrMZMkDEOR%2b MZ icR2inWilliAmul on%sn%aH vc MAX FL17022.01-R8 EXTREMEMETAL FABRICATORS SKILLEOCRA RS O6 nl FAt B0.»In/GStt/£nm' 26ga (min) MAX over 15/32" (min) plywood Extreme Metal Fabricators 2120 SW Poma or I Palm City FL 34990 Product Description 5V Crimp style exposed fastener panel with 24" max coverage and nominal rib height of 3/8". Product Material 26ga (min) steel Corrosion resistant per FBC 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 _q ww Tim berLa ke Co_vg.com .,11111111/,. MAX FL17O22.O1-R8 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 maybe 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: .5" f Pattern at " o.c.. 86 PSF Meth pattern at 1 " o.c.: 93.5 PBF Method C• #10 8" o.c.: 102 l Method D: u30 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 Intel Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-Ie. 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-HVNZ) 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 some entities do not have, n will acquire, a financial interest in any other entity involved in the approval process of the products Exclusions and Limitations: Design of deck and roof structure (to include attachment of plywood orwood plank) shall be completed by others. Fire classification and shear diaphragm design a 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 Coven r themanufacturer 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 mplied 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. FL17022.01-R8 Instructions: Select the appropriate load table that applies to the structure in question. „ \ Oetermine 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 one and reported using the standard zones 1-2-3: Zone 1 includes zones 1 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, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. METHOD A: METHOD B: METHOD C: #9 AT 16" O.C. #10 AT 16" O.C. ill 8" O.C. L- a 2 2 3 2\ \ 2 2 1 2 1 \ 2 _ 2 3 a 2 2 3 2 % 1 1 2 31 i3 e _ II III NPNOJF6,01E,IWF �8� ROOF ZONES FOR GENERIC BUILDING METHOD D: #10 AT 6" O.C. —12"(NOM)�12"(NOM)NR: NOT RATED, CONSULT DESIGN —^ a PROFESSIONAL AS NEEDED Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a Oat roof, or gablelhip roof with max slope of 12:12 Have a mean Roof Height at 30 feet or less FL17022.01: 26aa 5V Crimo on 15132" olvwood 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 2: A A A A A A A A C D D Zone 3: A A A A A A B C D D D Use this load table far structures which meet the following criteria: Are located in B, C, or D exposure area Have either a Oat roof, or gablethip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less FL17022.01: 26aa 5V Crimo on 15132" olvwood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A C D D D Zone 2: A A A A C D D D D D D Zone 3: A A A C -D D D D D D Use this load table for structures which meet the following criteria: the this bad 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 Bat roof less than 7', hip roof with Have either a flat roof less than 7, 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