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Home My WebLink AboutPRODUCT APPROVAL METAL ROOF1/22/2021 Florida Building Code Online z Business& Professional Regulation BCIS Home Log In User Registration Hot Topics y Submit Surcharge Stats & Facts Publications Contact Us j BCIS Site Map ( Links ( Searche ?: b 3 { Product Approval '= USER: Public User Product Approval 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 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 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 Standard TAS 100 TAS 125 UL 580 Year 1995 2003 2006 Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG°/p2bnlRhGTtoBWM 1 aQ%3d... 1/3 1 /22/2021 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 I I FLU # Model, Number or Name Description 17022.1 01: 26ga VMax on Plywood 26ga (min) VMax 5V panel with 24" coverage on 15/32" (min) k plywood or 3/4" (min) thick wood plank. Limits of Use Installation Instructions f Approved for use in HVHZ: No FL17022 R8 II 26ga VMAX pLywood.p_if ! Approved for use outside HVHZ: Yes i Verified By: David Eng, PE 81377 Impact Resistant: N/A I Created by Independent Third Party: Yes 4 Design Pressure: +N/A/-228 Other: Refer to Evaluation Reports 1 FL17022 R8 AE 26ga VMAX 1 I evaluation report. p1vwood.pd 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 aywood.p_df 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 p1Ywood.p ff 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.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/-114.25 Evaluation Reports Other: Refer to evaluation report. ( FL17022 R8 AE 26ga VMAX plywood flAj&pdf I! 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 !^ 1 Approved for use in HVHZ: Yes Installation Instructions FL17022 R8 II 26ga CorMax Plywood HVHZ.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-161 Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 269a CorMax Plywood HVHZ.12df Created by Independent Third Party: Yes 17022.5 115::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.pd 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. FL17022 R8 AE 26ga CorMax Battens.pdf E I 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-Z013 State of Florida.:: Pr v y 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(1), https://www.floddabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG%2bnlRhGTtoBWM 1 aQ%3d... 2/3 £/£ •••pC%oelWM8oUE)qu jlugZ%EJXxNngZ%pqZ%2103n�WZWa9aDDdHdbSsZAb4lMDXA3E)m=weiedZxdse'I}p dde ad/id/6ao•6ulplingepuol - mmm//:sdl}y ales :s;de*oyleAOJddV:pnPo-ld •�i —q 1o11:) aseald '•S'j 'SSb aaadey:) japun aasuaoil a aje nod;! aulwiaaap of •ollgnd all of algel!ene *pew aq ue:) goigm ssaappe pewa ue 41!m juawzjedap ayj apinoid aseald Issauppe leuosiad a Alddns of gs!M lou op noA II piooau ollgnd aae sassauppe !!ewa aanaMOH 'aasuao!l aql g31m uolleolunwwoo le!olyo uoj pasn aq Aew papinoud sllewa agl'auo aneq Aagl d! ssauppe pewa ue gllM luaw:wedao aql ap!noid lsnw S•d 'SSb aa3de4D aapun pasuaol! saasuaoil 'Z OZ 'T jagoloo aA13oa4a IsalnlelS epuolj sulluo epoo 6ulplinS eppoj� IZOZ/ZZ/4 Jo 3ivls Z:X boo. W+cV90:00 90'ovoZOZ LMR 'ON 6u3 3 Plnea f Lu VJ C/%u,)CJ Jl{J I.1 CJ lALu!1 /hMM tt£££ V0 -ld I LL£T8 3d "I=1 -!d all!nsaulo-:) 190Z# a^V A!un M tZ££ -1 `ano' 9),I10lJ9gLUI I 3d `6u3 pinDa :Aq pa-�onjon3 (ZV*O.o •V•g uluJ) MuDld pooM NOIL44 (ulua) «�/£ Jo poomAld (uiLu) «Z£/ST >joaa/a�oa4sq nS •paa!nba.i aJaynn 9.90ST 09d u4!M 4uolldwo0 Jal{sDM 6ullDas Na.!M J9u94sD4 ,G-T x OT#>: JO 6## aaua.�SDJ pa.i!nbaa 9.194m £'iv'LOST 09d .aad �uo4-sls9-1 uo!soJJoO 1994S (uiuJ) Df9Z joi.aa4oW 4.onpo.ad '«8/£ 40 4.t161a4 qlJ IouluJOu puo 960J9n00 xoua „tZ q4!M lauod Jaua4so� pasodxa al/\4s dual -Jo AS uoi4.duos9a 4onpoad 066-V£ -Id A-lO uJlod I JQ owod MS OZTZ s.lo.�oolago=1 10.�9W 9ua9.l4x3 pooMAld (u i LU) ,Z£/ST .aano Xb'W r', (u i ua) D59Z saolvolselvA 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" 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. "--MAX L / FL17022.01. R - - 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 wi ndspeed 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: #9 AT 16" O.C. METHOD B: METHOD C: #10 AT 16" O.C. #10 AT 8" O.C. , 10/ OF LEAST HOIZONTAL DIMENSION OR 0.4h. WHICHEVER IS SMALLER. BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3FT (0 4M). OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE 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 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" olywood FL17022.01: 26 a 5V Crimo on 15/32" Plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A C _19D _200 D D Q Zone 2: A A A A A A A A C D' Zone 2: A A A A C D D D D D D Zone 3: A A A A A A B C E f3 ` D. ; Zone 3: A A A C D D D D D D 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 C1 4 MOVI n4. 9G..... =I / ..... .-. .-... ^ ... ..... _ .,. — . - . .- . 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: AAA AAAA 13., Q D;l 0 Zone 3: A A A B D D D D D D D