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Home My WebLink AboutAPPROVED, Extreme Metal 5V VMax Product ApprovalCollins Rcckln� Inc. 4V BC.IS t+anle Wq In User RegKMWn Hot-ropls SutRnB Surcharge Stals 8 Facts Publimlions Contact Us 1505 511e Map LinIts Se-1, Product Approve! N.,,bpr ugelit Pbk us& t t &12,gval Menu > A—, akon U:[ > Appll"Mon Detail FL f FL17022-RB 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 flvafidation@yahoo.com Authorized Signature Richard McKuhen flvaIidation@yahoo com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 rlchard@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 Ent; 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) quivalence of Product Standards Certified By Sections from the Code FL17022 R8 COI 26ga VMAX Rl)Wood.p.�f Standard TAS 100 TAS 125 UL 580 YM 1995 2003 2006 • 4 .. ' Al ProcW Appraia Mesrtod Date 5utd Dace v4F4& d Date aeinding FBC Approegt Date Appro"ild Date Ctevtsedl Summary of Products FL s 17C22 Nodal, Mumber or !lame 4 ` rtetl,od I Option o 10111 S/2020 10/12/2020 10/25/2020 12 I512 O 12/16/2020 01: 269a VMax on Plywood 26ga (min) Wax 5V pane! with 24' amera9a on 1S/72' (tom) -- --.. _ ph+eood! or 314' (min) ithkk nand plunk. Limits of Use Approved for use in HVHZ: No Approved for use outside (HVHZ: Yes Impact Resistant: NjA Design Pressure: +N/A/-228 otner, Re`.er to evaluation report Installation Insitvctions P ' 2:I 'zla 01A\ Vjw2od Dd Verified By. David Eng, PE 81377 Created try Independent Third Party: Yes Evaluation Reports EL12021 R8 AE 26oa VM66 uixzWA.Cdf Cleated by Independent Third Party: Yes -- - 02, 032 Aluminum VMax on Plywood Nominally 0.032' akimmum (or thicker) VMax 5V panel with 2I' cove -age on IS/32' (min) plywood or 3/4' (min) thick mood plank, Limits of Use Installation InsWetions Approved for use In HVHZ: No FL17022 RB II 032 VMAX Zlnt ntvwood.ndf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 impact Resistant; WA Created by Independent Third Party: Yes Design Pressure: +N/A/-168 S Evaluatlon Reports Other. Refer to evaluation report M I21f L Created by Independent Third Party: Yes 17022.3 03: 269a VMax on Plywood Limits of Use - — - - - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-114 25 other: Refer to evaluation report. 17022.4 O4 269a 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. 26ga (min) VMax 5V panel with 24' coverage on 15132' (min) plywood or 3/4' (min) thick woad plank. Option for fasteners in the flats and in the rites. Installation Instructions FL17022 RS 11 26aa VMAX plywood flats.ndf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17022 R8 AE 269a vmAX olywapd na_ts,od_f Created by Independent Third Party: Yes 26ga (min) CorMax corrugated panel with 29.5' coverage on 15132' (min) plywood or 3/4' (min) thick wood plank. Installation Instructions FL17022 f18 11 26a rMax P Verified By: David Eng, PE 81377 Created by independent Third Party: Yes Evaluation Reports 1`117022 RB AE 21ga_CorMax Plywood HVIIZ.Qsu 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. Llmfts of Use Installation Instructions Approved for use in HVHZ: No FL17022 IRS 11 269a Cor-- Batten-29f Approved for use outside HVHZ: Yes Verified By: David Eng, PE 01377 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 269aSgLMax Battens Created by Independent Third Party: Yes e•cir tveEt Contaid Us 2601 Bleb Stolz -J&bhMjMjjjLM phom, 850-Ally-1824 The state of Florida is an TWEED ernpioyb. "nxtiaht 20D7-2013 slat, er trnnaa. Pnvecv Stattment AcotfiLiptllty statement Refund Sutruxnt under FWMa law. email addresses ate pvblw records, It you do nol want your e-mM addrrss released n response to a public -records req.M, do not send eLcearac snarl to this entity Instead, contact the ofrr[e br phone or t>y MKWAD1,41 m 14 If yaf have any 0ueSta0n.. please contact 050 467 13915, 'Yutsuant tp Sedon 455.275(11, Florida Statute,. effective October 1. 2012, lunsees IKensed under Chapter 455, 1.5 must provide the Depenmahl with en emaill address 0 they have one. The ern.Rs MAX FL17022.01-RB EXTREM EMETAL FABRICATORS WruEaoaaFTERS • • i- rn,Gsrsrrre� 26ga (min) VMAX over 15/32" (min) plywood Extreme Metal Fabricators 2120 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._Ti_mberLakeCove_corn . % I k I I I I I , . MAC FL!7022.01 R'8: 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: u9 x 1.5" fastener in 12"-12"_p-attern at, 16" o_.c :_86._PS_F Method B: ul0_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"-gattern at 8" o.c.: 101 PS_F Method D_.A__-12�ter6" o.c.; ��SEtern ?'F 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 10. This product as described has been tested and demonstrated compliance with: UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Upfift 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 mode 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 FIRC 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 I and V Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r ` r^ -- -z _ 3 2 � 1 1 2 2 2 2 3 2 7 3 —+— 2 t i 2 2 L 2 a 3i — i I � a ^� HIP ROOF GABLE ROOF -'J 8 L� i- Combining these zones creates a clear, simple A :� rw� en.�,. c.IrRs*'.�• r-.rK �.,snh � ,•- , •." 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. T METHOD A- METHOD B METHOD C METHOD D #9AT16"0C #1OAT 16"C!C #10AT8"0C #10AT6"0C 12" (NOM) 12" (NOM)� NR' NOT RATED. CONSULT DESIGN PROFESSIONAL AS NEEDED .jse this load table for structures which meet the following criteria Are located in Exposure I3 area Have either a flat roof, or gablelhip 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 cntena. Are located In B, C, or D exposure area Have either a flat roof, or gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 51J Crirnp cin 15132" plywood rL17022.01: 26a 5V Crimp 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 C U D D Zone 2: A A A A A A A A C p f3.:. Zone 2: A A A A C 6 t-3 D D D Zone 3: A A A A A A B C Zone 3: A A A C °[)' p D D Use this toad 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 rnax 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 FL17022.01: 26aa 5V Crimn 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 A B C Zone 3: AAAAAAA B DOD 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 FL17022.01: 26aa 5V Crimp on 15132" plvwood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A R C 0 D Zone 2: A A A A A B 0 r, r) r, n Zone 1 A A A B D 0 D D D (, 1)