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Home My WebLink AboutAPPROVED Extreme Metal 5V Product Approval Er Business & Professional • + BCIS Home ; Log In ) User Registration j Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us BCIS Site Map Links Search i bProduct Approval P r USER:Public User ProductApproval Menu>Product or Application Search>Application List>Application Detail �' '- FL# FL17022-R8 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 Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 richard@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 R8 COI 26ga VMAX piywoo .Qdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/05/2020 Date Validated 10/12/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/15/2020 Date Revised 12/16/2020 Summary of Products FL# Model,Number or Name Description 17022.1 01: 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 FL17022 R8 II 26ga VMAX 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/-228 Evaluation Reports Other:Refer to evaluation report. FL17022 R8 AE 26ga VMAX plywoo pdf 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 j wood plank. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 032 VMAX 21in &w Qo f 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/-168.5 Evaluation Reports Other: Refer to evaluation report. I FL17022 R8 AE 032 VMAX 21in plywood,pdf Created by Independent Third Party: Yes 17022.3 03: 26ga VMax on Plywood 1 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 I FL17022 R8 II 26ga VMAX plywood flats.pff Approved for use outside HVHZ:Yes ! Verified By: David Eng, PE 81377 Impact Resistant: N/A j Created by Independent Third Party: Yes Design Pressure: +N/A/-114.25 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga VMAX plywood flats.psif Created by Independent Third Party:Yes 17022.4 i 04: 26ga CorMax on Plywood 26ga (min)CorMax corrugated panel with 29.5"coverage on 15/32"(min)plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17022 R8 II 26ga CorMax Plywood HVHZ.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/-161 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga CorMax Plywood HVHZ,pd Created by Independent Third Party:Yes 17022.5 (05: 26ga CorMax on Battens 26ga(min)CorMax corrugated panel with 29.5"coverage on _ 2x4(min) battens, Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 26ga CorMax Battens.odf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant: NIA Created by Independent Third Party:Yes Design Pressure: +N/A/-161 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga CorMax Battens.odf 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.Copyright 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(t), 'Wes paeo P910 mE3wnz :s4da3:)y]enoaddVlOnpoJd is 3o(lo aseald',SA'ssb jaideyo Japun easuaoil a aae noA it aulwaa;ap o,,•opgnd ay;cq algellene apew aq ueo 4o14M ssaUppe jiewa ue gaim WOLUliedad 044 apinoid aseald'ssaippe leuosaad a Alddns oa ys!m 4ou op noA;i•piooai xlgnd we sassalppe yews janaMoH'aasuaoy ag3 ipm uoiaeo±unwwoo lepW jo;pasn aq Aew papinaad s}iewa aul•auo aneq Aayl;1 ssaippe Ilewe ue tpim 4uaw:aedao aLp 2piAo id asnw•Sy'SSb aadey:)Japun pasuaay saasuaoy'ZTOZ IT jagopo OAI:PD}a'sa;nMS epiJOIA l • t IV X dola0i' nit :0 3177 t�ris w�t� `0030+M90:00 GEL8'oN as L aG ozoz- T 6u3 3 pine0 J � uJoo ano:)a>1p-11agw! I-mm n ti-0£££ VZ) -1d 1 LL£I8 3d -1d "id 9111nsau!DO 1 90Z# any nlun M tiZ££ Z)-j-') `ano' a� DI-49quJ11 3d `5u3 pinpa :Aq pa.�on 1 on3 (Z•b'O jo '9's ulw) >luold pooh >1o14.. (u,Lu) Jo poomAid (uiLu) ttZ£/Si >IoaC]/a- D- .�sgnS paJ!nbaJ aJaynn 9.90SI :)9d u.�!M 4.uo!1dLuo:) J94SOM 5U1109S 144. !M JOU94.SD.. a9'i X Oi# JO 6# Jauaa.so3 pe.a!nbaJ 9J9L4m E•t•LOSI :)9:1 Jad �uD.4slsaj uolsoJJoo 1;994s (ulw) DBgZ 101Ja.�gW �onpoJd '«8/E 30 44F1ay q!J loulUJou pua, a6gJ9noO XDUJ ,tZ 44!M lauDd f9ua4sDj pasodxa 91Ats dLUlJ0 AS uoi � diJosaa 4:Dnp0Jd 066VE '1d A-�!o w!pd 1 Ja nUJod MS OZTZ sJo.� oopglo-j ( p-�aW 9W9-1-�x3 pooMAId ( u i ua ) ,Z£/Gj aano XVWA ( u i w) 069Z SW3tSAS!tvljo0d 7VJ.3W 30 Sd3 dVHJ 0377XNS saoidoiaadi 1d.L3w3w3zd.LX3 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 instal►ed 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" pattern at 16" o.c.: 93.5 PSF Method C: #10 x 1.5" fastener in 12"-12" pattern at 8" o.c.: 101 PSF Method D: #10 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 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-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 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/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. EYTREMEMETALFABRICATORS.COM ENGINEERING e , a xs Instructions: Select the appropriate load table that applies to the a structure in question. X \Determine the design wind speed for the project 2 2 3\ location. 2 1 1 2 Use the attachment method indicated for that 2 windspeed within each roof zone. 2 2 3 J�' 3 NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. 2 2 For the load tables below, the worst case was taken /2 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 I3 a Zone 2 includes zones 2e, 2r, and 2n -J.L HIP ROOF GABLE ROOF -+aL Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple 110%OF LEAST HORONTAL DIMENSION OR 04.WHICHEVER IS SMALLER,BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 0FT(D.SM). 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: METHOD C: METHOD D: #9 AT 16"O.C. #10 AT 16"O.C. #10 AT 8"O.C. #10 AT 6"O.C. C- 12"(NOM) 12" (NOM) —1 NR: NOT RATED. CONSULT DESIGN PROFESSIONAL AS NEEDED 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 FL17022.01: 26 a 5V Crimp on 15/32" Plywood FL17022.01: 26cia 5V Crimp on 15/32" 121vwood 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 Zone 2: A A A A A A A A C Zone 2: A A A A C n Zone 3: A A A A A A B C ' Zone 3: A A A C 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 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 15/32" p1mood FL17022.01: 26 a 5V Crimp on 15/32" Plvwood 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 B G Zone 2: A A A A A A A A A B C Zone 2: A A A A A B Zone 3: A A A A A A A B __GROWZone 3: A A A B TORS. •