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Home My WebLink AboutAPPROVED 20215VExtremeMetalFlorida Building Code Online -i J 1122/2021 111A V j j 50S Home Log In User Registration Hot Topics submit Surcharge stats & Facts puilicaucins Contact Us 5CIS Site Map Links Search dtorProduCt Appiroval USER, putsUser Rro`iull 41NUI-10041-1 > 4:2euct or i?4ca-t!Q �Se�rch > -APP Appfic'!Man Detail 4, FL # FL17022-RB Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/PhonelEmail Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 fivalidatjQn@yahoo.com Richard McKuhen fivalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL.34990 (772) 872-8034 richard@emfab.net Roofing Metal Rooting Evaluation Report from a Florida Registered Architect or a Licensed Florida PrQfQs5!una1 rrigineer 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, RE ValidaWn Checklist - Hardcopy Received Certirlcate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FA,1.7022 R8 Col 26cia VMAX olvwogd.pdf standw TAS 100 TAS 125 UL 580 Year 1995 2003 2006 httP$:Itwvnv:flojidebuilding.orgiprlpr_aPPitI.aspx?param=wGEVXQwtDqv2aBOpHpQ.Qe6rMZMkUEoR%2bd%2buNxXG%2bnlRhGTtoBWMlaQ%3d.,. 1 1/22/2021 Product Approval Method Date Submitted Date Validated Date Pending F5C Approval Date, Approved Date Revised FL 4 17022,1 Rorida Building Code Online Model, Number or Name 01: 26ga Wax on Plywood Limits of Use Approved for use in HVHZ.- No Approved for use outside H`VHZ, Yes Impact Resistant, N/A Design Pressure: +N/A/-228 Other., Refer to evaluation report. Method I Option D 10/05/2020 10/12/2020 10/25/2020 12115/2020 12/16/2020 26ga (min) Wax 5V panel with 24" coverage on 15/32" (min) Plywood or 3/4" (min) thick wood plank. Installation Instructions FI-17Q22 R8 11 2§ jj VMAX P_Lyhlood p Verified By: David Frig, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17022 28 AE _26ga VMAX pLy&p d. Created by Independent Third Party; Yes Icker) VMax 5V panel with 121" coverage on 15/3211 (min) plywood or 3/41(min) thick Limits of Use, I wood Plank, Instructions iImOtiWation ' Approved fearH use in VHZNo FL17022 RS 11 03Z VMAX 2lip RLy ! Approved for use outside HVHZ.- Yes Verified By David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes tIj Design Pressure, +N/A/-168,5 Evaluation Reports Othen Refer to evaluation report. FLIZO22 R8 AE Q2 VMAX 21in pLyygoq.pd Created by Independent Third Party; Yes 17022.3 i 03. 26ga VMax on Plywood i 269a (min) VMax 5V panel with 24" coverage on 15/32" (min) 1 1 plywood or 3/4', (min) thick wood plank, Option for fasteners in i the Flats and in the ribs. Limits of Use Approved for use In HVHZ.- No Approved for use outside Hv*fZ- Yes Impact Resistant: N/A Design Pressure. +N/A/,114,25 Other. Refer to evaluation report. 17022.4 i 04: 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/-j61 Other, Refer to evaluation report, 17022.5 105: 26ga CorMax on Battens -Installation Instructions FL1702 j;�,pjff 2 R8 11 26a VMAX a Verified By., David Eng, PE $277 Created by Independent Third Party. Yes Evaluation Reports FL17022 R5 6E 26ga MM6X pjyWDad flats.p f Created by Independent Third Partyt Yes 269a (min) CorMax corrugated panel with 29.7 coverage on 15132" (lnln) plywood or 3/4" (Mtn) thick woad plank, Instaliation Instructions FL17022 R8 11 26ga CorMax Plywood !JVUZ. Verified By. David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FI-17Q22 R8 6E 26ga CorMax Plywood HVHZ,p_df Created by Independent Third Party: Yes 26ga (min) CorMax corrugated panel with 29.5" coverage on 2c4 (min) battens, Limits of use l Installation Instructions Approved for use in HVNZ, No FLIZO22 Rg 11 �&ga p CorMax Batteps4 Approved for use outside HVHZ. Yes Verified By: David sling, PE 81377 gf Impact Resistant. N/A j Created by Independent Third Party: Yes Design Pressure; +WA/-161 l Evaluation Reports Other., Refer to evaluation report, FL17022 R8AE26ga CorMax Sattens,p�f Created by Independent Third Party: Yes The State, of anda is an AAeE-EQ omplayer, right 2007-2013 State of Uorlda. Zdv�.cy gtktement f R atem Z-YUA 2 g2t UnlerRoTi0o law, amall addresses are pubitcnwr(is, If you de not want your e-mQ address naleased 1r) response toa public -records request, de not send elQ,(;trunic - 4t. thig �Rtft, 4y Ph—, — 4y t-dttt—1 -.11. tfy.. have —Y gtieaficnss Pl—,—t— 850,-67.13--' '4?utsuantt—�-W— -55.775(1), httpslAvww,loridabuilding.orgtprIpUpp_,Atl.aspx?param=wGEVXQwtDqv2aBOpHpQQe6rMZMkUEoR%2bd%2buwXG%2bntRhGTt,oBWMIaQ%3d... 213 1122/2021 Florida Building Code Online Florida Statutes, effective October 1, 412, licensees licensed under Chapter 455, F.S. must provide the Department with an email address !Fthey have one. The ematis provided may be used for official communication with the ilcensee, However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Tb determine If you are a licensee under Chapter 455, CS„ please click ,,, Product Approval Accepts: M �t'C#.6i�C'�tiin9'f3,ICS https liviww,floddabu lding.org(prlpr app_dti,aspx?param=wGEVXQwt[1gv2aBQpNpQQe6rMZMkLJEoR%2bd°lo2buNxXGOlo2bnlRh(3TtoBWM1aQ%3d.., 313 _,'' L 7022� 1mR P _ l " METAL (i ) ",'MA over 1 / " (min) ily oo Extreme Meta a r1 5r,-> 2120 SW Pomc Or I Palm City F3. 34990 Product Description 5V Crimp style exposed fastener panel with/24" max coverage and nominal rib height of 3J 8". Product Material 226ga (mien) steel Corrosion resistant per FSC 1507.4.3 where required Fastener or #10 x 1o5" fastener with sealing washer Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plyiovaad or 3/ "p (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake wave, LLC 5324 W Univ Ave #206 l Gainesville FL, FL. PE 81377 1 FL. CA 33344 wwW.TI Mi:?.OrL a keCoye.go tYI _ F t t t 1 4 i r r' Wnderlayment, Comply with local building code or FBC 1507,1.1 where required, SIOPO.' Comply with local building code or FBC 1-907.4.2 where required. Re -Roof 1 ng: This panel may be installed over a single foyer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code, Mqximum Allowable Loads Si Installation Requirements- Kethod, A. #9 x 1.5" fastener in 1,211-12" pattern at 16" O.C.: 86 PsF R!g�thctd B: A;10 x 1,5" fastener in 12"-12" pattern at 16" o.c: 93.5 PSF Method C: 420 x 1-5" fastener in 12"-12" pattern at 8" q.c.: 101 PSF Me 6"o G 228 PSF A factor of safety of 2 has been applied, Technical Documentation: This product has been tested to the UL 580 standard by Arqhitecturcil Testing (now Intertek Testing, TST-1527), report 005893,01-450-IS, F3366.01-450-18, and D05893.02-450-28. As referenced in FL 17022-01-R7 Compliance Statement. This product as described has demonstrated compliance with Florida Building Code 2020, 2.504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method ID. This product as described has been Tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • VL 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 FSC 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 9i Is not subject to across -wind loading, vortex shedding, or instability, nor does it have as 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. Certific.aflan of lrtd�-_pendance! Davici Eng, PE and Timberlake Cove, LLC do not have, nor wilt acquire a financial interest in any company manufacturing or distributing products under this evaluation, The same entities do not have, nor wilt acquire, a financial interest in any other entity involved in the approval process of the product, Exclusions and LIMitations.- Design of deck anct roof structure (to include attachment of plywood or wood plank) shall be completed 1ay others, Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/soft 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 6IG2Q-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 C.Pmpliqnce with Rule 61.r,20-3, 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, In tructions: 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. NOTF: ASCE 7-16 and FEaC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zane and reported using the standard zones 1-2-3: Zone I includes zones I and 11 Zane 2 includes zones 2e, 2r, and 2n zone � Includes zones 3e and Sr Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult as licensed design professional. a — 9 —T-a "-"i CIA kka DAYMAR40 a, ON QTM`O k`�'O�AK.CQPL, ROOF ZONES FOR GENERIC BUILDING METHOD A- METHOD B: METHOD C: METHOD 0: #9 AT 16" O,C' #10 AT 16" O.C. #10 AT 8" O.C. #10 AT V'O.C, NR. NOT RATED. CONSULT DESIGN PROFESSIONAI,, AS NEEDED Use this [Qad table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located In Exposure 5 area Are located in 3, C, or D exposure area Have either a flat roof, or gablelhip roof with max slope of 12:12 Have either a flat roof, or gablelhip roof with wax. slope of 12- 12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less 1W!g'!-a3JaV P!!Ro - - ? Wind 105 110 120 130 140 1,50 1160 170 180 190 200 W n d 105 110 120 130 140 150 160 170 180 190 200 Zone 1: AAA A A A A A AAA Zone 1: A A A A A A A C 6 D Zone 2, A A A A A A A A C D 0 one 2., A A A A C D D D D D 0 Zone 3: A A A A A A 8 0 D D D on 3. A A A C Use this load table for structures which rneet the following criteria: Are 1008ted in Exposure B area Have either a flat roof less than 70, hip roof with max shape of 12:12, Or gable roof Will slope between 4.4:12 & '12:12 Have a mean Roof Height of 30 feet or less -FLA7022.01: on 15132" olveyood Wind 105 110 120 130 140 150 160 170 180 1190 200 Zonel: AAAAAA A AAA A Zone 2; A A A A A A A A A B C Zone 1 A A A A A -A A B , D D 0 wise ft, s load table for structures which meet the follovAng criteria: Are iocated in B, C, or D expasure area Have, either a flat rocks, less than 71, hip roof with imax slope of 12:112, or gaWs roof vslope behueen 4Ai2 & 12.12 Have a mean Roof Height off 30feetor less Wind 105 110 120 130 140 150 160 170-180 190200 Zone 1. A A A A A A A 5 C D D Zone 2- A A A A A B D D D D D Zone 3. A A A B D ' D D D D D D