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HomeMy WebLinkAbout5V metal docsFlorida Building Code Online �g N alit- Subrnit5L'rcharge ' Stats & Facts � Publications .Contact Us BUS Site Map Units Search Product Approval USER: Public User Product Approval Menu ? Product or Appilcation Search > Application List o- Application Detail FL # FL17022-R9 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Fxtreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Roma Drive Palm City, FL 34990 (772)872-8034 fivalidation@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 Duality 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 FL17022 R9 COI 269a VMAX plywoodpdf Standard TAS 100 TAS 125 U L 580 Year 1995 2003 2006 Sections from the Code https:llfloridabuilding.orglprlpr app_dti.aspx?param=wGEVXQwtDgv2aBQPHpQQe6rMZMkUEoR%2b7ZBOgjsB2joMvlui8gwLyA%3d%3d 1/3 1 /412021 Florida Building Code Online ®r 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 10/12J2020 10/25/2020 12/15/2020 12/16/2020 FL # Model, Number or Name Description 17022.1 01: 26ga VMax on Plywood 269a (min) VMax 5V panel with 24" coverage on 15/32" (min) plywood or 3/4" (min) thick wood plank. Limits of Use Approved for use in HVHZ: No Installation Instructions FL17022 R8 II 26ga VMAX plywood.pdf it Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 I 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 1?1 Lyood.ji Created by Independent Third Party: Yes 117022,2 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 evaluatior report. FL17022 R8 AE 032 VMAX 21in plywood.pdf Created by Independent Third Party: Yes 17022.3 03: 26ga VMax on Plywood 269a (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 11jyyy_god flats pdf i Approved for use outside HVHZ: Yes Verified By: David Engr PE 8137-1 I 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 04 26ga CorMax on Plywood 26ga (min) CorMax corrugated panel with 29.5" coverage on 15/37" (min) plywood or 3/4" (min) thick woad plank. Limits of Use Installation Instructions Approved for use in HVHZ; Yes FL17022 R8 II 269a 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 I Other: Refer to evaluation report. EL17022 R8 AE 26ga Cor-Max Plywood HVHZ,pdf Created by Independent Third Party: Yes 17022.5 j 05: 26ga Corli on Battens 26ga (min) CorMax corrugated panel with 29.5" coverage on 2x4 (min) battens. Limits of Use Installation Instructions {I Approved for use in HVHZ; No FL17022 R8 II 26ga CorMax Battens.pdf I Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 l Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161 Evaluation Reports jl Other: Refer to evaluation report, FL17022 R8 AE 26ga CorMax Battens.pdf Created by Independent Third Party, Yes r3.nCli t+3 L: xt Contact Us :: 2601 Blair stone Road Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida is an AAJEEO employer, Cgpyright 2QQ7-Z013 Stake a€ Flgrida :: PrlO cy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your a -mail address released in response to a puhlic-i'eeords request, do hat send electronic man 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 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emaif address if they have one. The emails https:/lfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR°/u2bd%2buNxXG%2bnlRhOTtoBWMIaQ°/`3d°/`2d 2/3 1/4/2021 Florida Building Code Online provided may oe used for ress, please provide he Department wih an email address which can becmade available to he publicSTo deterrmiges are ne ff you aric record, e a�lice see under Chapter 45u do not wish to supply a 5 personal click here . Product Approval Accepts: check Credit https:llfloridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBOpHpQQe6rMZMkUEoR°/Q2bd°/a2buNxXG°lo2bnlRhGTtoBWMIaQ%3d°fo3d 313 26ga (min) ,!MAX over 15/32" (min) plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34990 Product Description Sv 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 B1377 I FL CA 33344 www-TimberLakeCove com tiy�llfl!!/// E. David E Fng 2020.10.06 : No. 81377 00:08-33+01-00_ bob.0 STATF OF ((� II 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. #9 x 1 5" fastener in 12"-12" attern at 16" o.c.• 86 P5F -- 7Ul�q Method B: #lox 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 of 8" o.c.: 101 PSF Method D_ #10 x 1.5" fastener in 12"-12" pat tern at 6" a.c.: 228 PSF A factor of safety of 2 has been applied. Z� a 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 1=nglneering 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 raof 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 spry 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_ 1. MAX FL1.7022.01 R-8 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. METHOD A: METHOD B: #9 AT 16" O.C_ #10 AT 16" O.C. METHOD C: #10 AT 8" O.C. 12%OF LEAST HOIZONTAL DIMENSION ORO.6h. WHICHEVER tS SMALLER. BUT NOT LESS T"AN EITHER 4` OF LEAST HORIZONTAL DIMENSION OR lFT (0 9M(. OR AS DETERMINED SY DESIGN OH OTr[Rn IDADL[ CODE. ROOF ZONES FOR GENERIC BUILDING METHOD D: #10 AT 6" O.C. r- -12" (NOM) 12" (NOM) - -1 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 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 criteria: 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 a FL17022.01: 26 a 5V Crimp on 15132" P11 ood FL17022.01: 26 a 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 t� Zone 2: A A A A A A A A C Zone 2: A A A A C Zone 3: A A A A A A 8 C :� a _L'? ©'i, Zone 3: A A A C Q.� '�• , `. Cj �(��' • .. Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 70, 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: 26 a 5V Crimp on 15132" plmood 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: A A A A A A A B Cn 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 79, 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: 26ga 5V Crimp on 15/32" Dlvwood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A B C[ Zone 2: A A A A A B DD G L? D Zone 3: A A A B .