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Home My WebLink AboutEMF - 5V Crimp 20201/20/2021 Florida Building Code Online BCIS Home Log In 1 User Registration ! Hot Topics ! Submit Surcharge ; Stats & Facts 's Publications Contact Us BCIS Site Map is Links Search lodd3 raProduct Approval USER: Public User Product Approval Menu > Product or Application Search > Application Checklist > 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 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 Sections from the Code FL17022 R8 COI 26ga VMAX ptywood.pef Standard TAS 100 TAS 125 UL 580 Year 1995 2003 2006 https:/lwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG%2bnlRhGTtoBWM 1 aQ%3d... 1 /3 1 /20/2021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 10/05/2020 10/12/2020 10/25/2020 12/15/2020 12/16/2020 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.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/-228 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga VMAX ptywoo .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 wood plank. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 032 VMAX 21in plywood.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/-168.5 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 032 VMAX 21in plywood.odf 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 R8 II 26ga VMAX plywood flats.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/-114.25 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga VMAX plywood flats.pdf Created by Independent Third Party: Yes 17022.4 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 PlywoodHVHZ.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/-161 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga CorMax Plywood HVHZ.pdf 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.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 Battens.pdf 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(i), https://www.floridabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG%2bnlRhGTtoBWM1aQ%3d... 2/3 EXTREMEMETAL FABRICATORS SKXLI—ED CRAFTERS OF MErAl— ROOFS SIKSTFsA itS 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 #2061 Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com E. . 'alp.. ... ......... No. 81377 1-00� STATE OF 4ORVDP'-'*0 /,/ZONAL. - 01111110\\\ Undosr|«oynnaynt: Comply with |000( building code or Fac 1507.1'1 where required. Slope: Comply with local building code or Fac 1507'4.2where required. Re -Roofing: This panel may be installed over o single layer ofexisting shingles as permitted by local building code or poc zszz, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads& Installation Requirements: Method D:#1nx z'o~fastener in 12~-12~ oottern ota~ o'c.: 228PoF Afactor ofsafety ofuhas been applied. Technical Documentation: This product has been tested tothe uLsaostandard bvArchitectural Testing (now zntertek Testing,Tar-zsc7), reportouou93.oz-4uo-ze, F3366.01-450-18` and o05893'02-450-18'As referenced in pLz7ouu.oz'R7 Compliance Statement: This product as described has demonstrated compliance with Florida Building Code cocn, 1504.3.2("pn-HV*Z)os required by FL nu|euzo2o-3, method zo. This product osdescribed has been tested and demonstrated compliance with: ^ uLsao-Test+or Uplift Resistance of Roof Assemblies ^ uL 1e97- 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 FBc1mop,AooE7, or other design code in rorce, using allowable stress. These load tables are based on ASce7-uu' Use ofthese tables assumes that the structure is: , Enclosed and conforms towind-borne debris provisions and is regular shaped building ~ Is not subject to across -wind loading, vortex shedding, or instability; nor does it have site location for which channeling qrbuffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by |ocpl authorities having jurisdiction. Certification ofIndependence: oovm sne.pEand Timberlake Cove, LLcuv not have, nor will acquire o financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will ocnuire, o nnonc/o/ interest in any other entity involved /n the approval process orthe product. Exclusions and Limitations: Design ordeck and roof structure (to include attachment of plywood or wood p|anx)shon be completed by others. 'Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weather/ng/oo/tsnrov /soutside the scope o+this evaluation. This report /s limited to compliance with structural wind |ooa requirements of roc 1504.3.2'ps required by Rule 61G20'3. Neither Timberlake cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs moue by others based on this evaluation report. This report /s limited solely to documenting compliance with ev/e 61s20-3' and makes no express o, implied warranty regarding performance of this product. znato}|ot/on shall besubject to the local bu//a/ne code and authority having jurisdiction; this report shall not ueconstrued tnsupersede local codes /n 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 11 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. #10 AT 8" O.0 a - f a! MICHEVER IS SMALLER. BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DRAENSION OR 3 T (O.W). OR AS DETERIANED BY DESIGN OR OTHER APPLjCABLE CODE. ROOF ZONES FOR GENERIC BUILDING METHOD D: #10 AT 6" O.C. —12" (NOM) 12- (NOM) NR: NOT RATED. CONSULT DESIGN PROFESSIONAL AS NEEDED 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 13, 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: 26ga 5V Crimp on 15/32" plywood FL17022.01: 26ga 5V Crimp on 15/32" elywood 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 Zone 2: A A A A i A A A A rO n"00100 Zone 2: A A A A Zone 3: A A A A A A 'B, Zone 3: A A A 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 13, C, or D exposure area Have either a flat roof less than 70, 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 4.412 & 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less