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Home My WebLink AboutEMF -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 flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 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 FL17022 Rg COI 26ga—VMAx_pLywood,W Referenced Standard and Year[of Standard] StAndprd ear TAS 100 1995 TAS 125 2003 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code httnt•Ilfinrirtahi iNriinn nmInrinr ann rill acnr7narnrn=wr,r—N/XC.]wtnnv9 PtnnHnr-n.A,nn71,A4l ICZ [POLos,77Pn-il 0a?l.,ee,.4..10 .,,1„A or-o.lor.0A a- 4,`n12O21 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/16/2D20 Date Validated 12/16/2O20 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 Summery of Products FL# Model,Number or Name I Description 17022.1 111: 26ga 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 FL12022 R9 11 26ca VMAX gly tl tlf Approved for use outside HVHZ:Yes Vedfied By:David Eng,PE 81322 Impact Resistant;N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-228 Evaluation Reports Other:Refer o evaluation report. FL12O12 R9 AE 2fi0a VMAX alvwootl.otlf 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 FL17022 R9 11 032 VMAX 211n olvwaatl.odf Approved for use outside HVHZ:Yes Verified By:David Eng,PE 81327 Impact ResistanC N/A Created by Independent Third Parry:Yes Design Pressure: +N/A/-16B.5 IEvaluatlon Reports Other:Refer to evaluation report. FL17022 R9 AE 032 VMAX Im plylagaiA df j 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 Use Installation Instructions Approved for use In HVHZ:No FL17022 R9 11 260iI_-VMAX_plywootl fiats.otlf 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/-114.25 Evaluation Reports Other: Refer to evaluation report. FL12022 R9 AE 2figaa VMAX dy XoQd fi d,,,Qjf Created by Independent Third Party:Yes 12022.4 09: 26ga CorMax on Plywoe0 26ga(min) )CorMaxplywood d or 3atetl panel with Woos" lank. eon 15/32"(min)plywootl or 3/4'(min)thick wootl plank. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL12022 R9 11 2fioa CorMax Plvwoatl HVH2 otlf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81322 j Impact Resistant. N/A Created by Independent Third Parry:Yes Design Pressure: +N/A/-161 Evaluation Reports Other: Refer t0 evaluation report, FL17022 Re AE 2§.ga CarMax PIVWootl HVH2.pdr Created by Independent Third Parry:Yes _ 17022.5 05: 269a CorMax on Battens 269a (min)CorMax carrugmed panel with 29.5-coverage on 2.4(min)battens. Limits of Use Installation Instructions Approved for use In HVHZ: No F IZQ22_R9 13ga CorMax Battens otlf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81322 Impact Rhou stanti N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-I61 Evaluation Reports Other:Refer to evaluation report. F 12022 R9 AE 2fioa CorMax RathenessrLdf Created by Independent ThInd Parry:Yes 00 iman us;:zam elan smn<aaaE.n i.naa-n n son Pear e.esona�asoa me sure afrarwaisan Aveto employer.gypnmhesnm-zaun :; ::all sue urcon crow ours.W.,wsm admen.ea as pualc remm...1,da—sour I--man—1 maims m repass a a wH..yi so na seae as locos mall m mk may.know.clean the NPa by prone P W madis rel mail,avail na ve am aueuam,Neax meta¢asoAa2.Ises.•eow.am a semen,s55.27n u, taMa Norea s ,eaMlve ocmter 1.2012,M[Mren Il..pnptt as5,I.S.man PONE,ae isepaoaenr Men as email asones it m,,Nve one,me my, hgps:/IOodtlabuilding.orglpdpr_app_OB.aspX7PeremavGEVXOWID9V28BGOHDOOe6rMZMKUEOR%2b7ZBaaisB9inMvmlwawl vAuanapan an 4Rl Y2021 Florida Building Code Online promded may be used foromdal communication with the Reuters.However emaR addresses are public random.If you do rem wlsb to auppry a personal add—,pease pmvma the Depertmate wIM ea email eddm.wmN can be made awalabie to Me public To detamAne If you art a limner under[haprer455,F.S.,please cadcod¢. Product approval ar.epr.r Credit Cam Safe hVIIJ/fioridabuilding.orglpr/pr app dg.aseX70ammwGEVXQw DUV2aBO0H000eBrMZMkOEOR%2b MZ ic82inWilliarwm on%sa%ad vc MAX FL17022. 01-R8 p //M64 EXTREMEMETAL FABRICATORS S rLLEOCRA RS06nfCFit sPP lNG cvSfFn,S 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 p w.T mberLak a Cov_g,corn \D I E I Fy''•, %r ENS le •.G Davie E Eng =202010.03 NO.81377 - Ones 33.01-60c , o STATE OF (V=C(� . .p G RCORIDP . ' \ (�S ' ........... 70NAL EN ON Crimpand assets by D.E.Eng,PE,on me date indicated.Printed copies of this donument am not considered!signed VMAX and sealed!and the slitnature must be wnfied an any electimnic copies Exposed Seam 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 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: .5e f Pattern at ^ o.e.. 86 PSF Method B- tt pattern at 1 ^ o.c.: 93.5 PSF Method C• # O 8^ o.c.: 102 l Method D: u10 x 1.5e fastener in 12"-12" pattern at 6- ..a.- 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 D05893.02-450-18. 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-HVMZ) 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 or wood 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. • ' MAX FL17022.01 - R8 Instructions: Select the appropriate load table that applies to the /I structure in question. Determine the design wind speed for the project a-�` 2 2 3 location. Use the attachment method indicated for that \2 \ windspeed within each roof zone-2 2 3 a 2 1 2 — 2 3 NOTE: ASCE 7-16 and FBC 2020 adopt a ]-zone concept. For the load tables below, the worst case was taken :Z for each one and reported using the standard zones 'y/ 1 1 2 Zone I includes zones 1 and V a I3 _ ,3II a Zone 2 includes zones 2e, 2r, and 2n ��a wv � a,eu soar Zone 3 includes zones 3e and 3r J=; Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A: METHOD B: METHOD C: METHOD D: #9 AT 16"O.C. #10 AT 16"O.C. #10 AT 8"O.C. #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: Use this load table far structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a Oat roof,or gablelhip roof with max slope of 12:12 Have either a Bat roof,or gablethip 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 FL17022.01: 26 a 5V Crimp on 15132" plywood FL17022.01: 26 a 5V Crimp on 15132" olvwood 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 C D D D Zone 2: A A A A A A A A C D D Zone 2: A A A A C D D D D D D Zone 3: A A A A A A B C 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: Use 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 Oat 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 FL17022.01: 26 a 5V Crimp on 15132" plywood FL17022.01: 26 a 5V Crimp on 15132" I ood 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 AlZone 1: A A A A A A A 8 C D D Zone 2: A A A A A A A A A B C Zone 2: A A A A A B D D D D D Zone 3: A A A A A A A B D D DJ.JZDne 3: A A A B D D D D D D D 0CMEf-1EMETALFABRXCAT0RaCi