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Home My WebLink AboutAPPROVED Extreme Metal 5V Product Approval3/19/2021 Florida Building Code Online d b'"'Pr protect Approval vcaw Q-- �w aAW�SatieRliB' Appxuam two FL* FL17022.119 Application Type Revision Code Verslon 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Fiends Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Data Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Data Submitted Data Validated Date Pending FBC Approval Date Approved Extreme Metal Fabricators, LLC 2160 SW PermitDrive Pain City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard MCKuhen flvalldatim@yahm.com Richard MCKuhen 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 richardl@emfab.net Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Ucensed fiends Professional Engineer Evaluation Report - Hardcopy Received David Eng PE-81377 Keystone Certification, Inc. 04/22/2024 James R Wally, PE Validation Checklist - Hardoopy Received %1]022 R9 GOI 26aa VMAX oivwo_od,Rgf a iSRL TAS 100 1995 TAS 125 2003 Ill. $80 2006 Method 1 Option O 12/16/2020 1u1'2020 12/26/2020 O2/0917on 54 summit r FL* Nadel, eh.mb.r er Name Description 17022.1 itimits 101: 26ge VMax on Plywood 1269a (min) VMax SV panel wah 24• coverage on 19/32" (min) plywood or 3/4' (mih) thick wood plank. Instructions H2a2daRn9 --jf Of I • uIn HVHLNo Approved 0uxr mvwrotl.odf Approved for use outside HVNZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes P re: +N/A/-2ep 6veluatltm ROPOrts ODesignther; Other: Refer [0 evaluation report. Create 2 y I AE 26aa VMAX Party: esdf Created M Independent Third Party: Yes --� 17022.2 02: 032 Aluminum VMax on Plywood Nominally 0.032" aluMnum (or thikar) VMax SV panel with 21" coverage on 15/32" (min] plywood or 3/4' (min) thick wood plank. Limits of Use I .-- Installation Instructions Approved for use In HVNZ: No 17022 R9 II 032 VMAX u' plyw od odf Approved for use outside HVNZ: Yes Impact Resisumu WA Verified By: David Eng, PE 81377 Created W Indepentlent Third Party: Yes Design Pressure: +N/A/-168.5 EvaWatbn Report ' Other: Refer to evakianon report. eae Independent A e VMAY am olwvaed.odf created by Third Party: Yes I- 17022.3 --- 2alia VMax on Plywood 26ga (min) VMax SV panel with 24• coverage on 15/32" (min) pywdod or 3./4• (min) thick wood plank, Option for fasteners �.._.____-..--_— 103: i in the flats and In the obi. LImIN et Use -- Instalat on Insls cNp — Approved for use In HVHZ: Ntl Fl 1702 R li 6ea VMAX nNwoed flats.ndf Approved for ute outside HVHZ: Yes Venfled By: David Eng, PE 81377 Impact Resistant: MIA Created by Sndeperal—Third Party: YesD esign Pressure: +N/A/-114.25 Evisho tbn Reports F 170 Rl 22, 9 AE 26aa YMAx woad nats.Odf Other: Refer to evaluation report. p1 Created by Independent Third Party: Yes F -- — 17022.4 04: 26ge Corti- on %ywooa_ 26ge (min) CowMax conuge[ed pane cam 29.5" Coverage on 15/32" (min) ptywood or 3/4" (m n) thick Wood plank. Limits of Use Installation Iastructiorls Approved for use in NVNZ: Yes FL17022 0.9 ][ 26ge [orhtax Plyy(ood HVHZ.odf Approved for use outside HVHZ. Yes Verified By: David Eng, PE Third Pa Created by Independent Third Pony: Yes Impact Rssstant: N/A Design pressure: +N/A/-161 EvaluaHOn Reports Othert Fisher to evaluation report R9 AE ends Co,Md% %vw Yet HVHZ.odf Cleeated by InOeperWent Third Party: Yes Created 37b22.5 �—.____.—_ O5: 26ge CorMax on Battens ^.M— 26�ga (min) CorMax conuga[ee panel with 29S• coverage on 2z4 (min) Oaltsns. --__. Limits of Use use in NVHZ: No I Approved for1 Approved for use omslde HVHZ: Yes Inatsllatton irlatructlons FLl]022 R9 D 26e C M1 Raft otlf Verified By: David Eng, PE 81377 Impact Resistam: N/A Created by IndependentndThine Party: Yes Design Pressure: +N/A/-161 a FLI7022 R9 AE 26aa Codeaz Battens odf Other: Refer to evaluation report:. Created by Independent Third Party: Yes https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2b7ZBOgjsB2joMv1ul8gwLyA' load 1/2 3/19/2021 Florida Building Code Online (� C The Slate Mflarltla kan A�IEEO ¢irybyer. ('gyyntlM1 ]-2a135+[[�of Flo_:: privan 5[amme Na�tlechonk manor Mkaapay.ImhaE. mnta¢Me opke Oy plmneaOY tratlinanal matl. If You as uaaions.d wnbtt 85p.aBJ.339s. vlLrsuantm5ectlon <55.2J5(1)FlfbMa S[Mums, Mara"ve OkoCerl�20]2, 11Itaveas lKenseJ untlu CNpfer1455, i.5. rtw.S pmvitle Me Oepeetemlt wnM1 an —11 aN��r-y ltlaytwew¢. ]M1eemalls pmv gl My. usatl Por oPitlN mmmmlanon xnM1 Ne fcensce. Mvxevicenwll aEolesec are pudic mmra.lf you tla no[wisM1 to supplyapersunal atltlres, die povitle llle DepartmeMwlM an email aed� wM1i li mn to made avaAabk to lire WM1lic h UeRmllne Yyou are a licensee under C11ada955, F.S., daise tlkkpg@. Vrotlllct flpplaval KexOa: Creel Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2b7ZBOdsB2joMvlul8gwLyA%3d%3d 212 ETEMEMETAL. -- - - — FABRICATORS SKILLED CRAFTERS Or METAL ROOFING SYSTEMS 26ga (min) °MAX over 15/32" (min) plywood Extreme Metal Fabricators 2160 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 3/8". 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 #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com \\I\tlilltt/I, 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: 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 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. 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 1 includes zones 1 and 1' 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. i a at01 OF LEAST HOIZONTAL DIMENSION OR 0 bh. W1IICHEVER IS SMALLER. BUT NOT LESS THAN EITHER - OF LEAST HORIZONTAL DIMENSION OR 3FT (MEM). OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE GODE, ROOF ZONES FOR GENERIC BUILDING 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) - l NR: NOT RATED. CONSULT DESIGN PROFESSIONAL AS NEEDED '41�- Use this load table 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 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 gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 5V Crimp on 15/32" E21=ood FL17022.01: 26cia 5V Crime on 15/32" 121=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 A Zone 1: A A A A A A A Zone 2: A A A A A A A A C D D Zone 2: A A A A t gn s Cy= Zone 3: A A A A A A B C D D D Zone 3: A A A C £!. Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 7°, hip roof with max slope of 12:12, or gable roof with slope between 4*12 & 12:12 Have a mean Roof Height of 30 feet or less r1 A9nnn nA. 'I&-- CAI -- 4C141"-hnunnrl 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 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 ra 4711" n7 . ' — RV (rimn nn 4 FI3?" nlxrwnnrl 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 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. fl,:. Zone A A A B D D D D D D D