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Home My WebLink AboutPRODUCT APPROVAL 1/22/20ZI Florida Building Code Online 'A [per I�1yp'm- { ECEIVED ". p r; Bcis Home i Log In i User Registration i Hot Top i S m Su arge ( Stab Q Facts { Y E i ' t i 13 a ��Links. i .Search- 4 I ibfI St.Lucie County r ' Product Approval Permltting � A F USER::Pubic CODE, PUANCE Product Approval Menu>Product or Application Search>Application List>Application Data o Y �r"I FL# FL17022-R8 a r 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•)8724034 fiva lidation @yahoo.co m Authorized Signature Richard.McKuhen fIValidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City;FL 34990 (772)872-8034 richard@em%b.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 flodda License PE-81377 Quality Assurance Entity Keystone Certifications,Inc. QualityAssurance Contract Expiration Date 04/22/2024 Validated By James R Wally,PE Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R8 COI 26ga VMAX pLXZMgd.p_df Referenced Standard and Year(of Standard) standard Year TAS 100 3995 TAS 125 2003 UL 580 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.loddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG%2bnlRhGTtoBWMlaQ%3d... 1/3 1/22/20A Florida Building Code Online Product Approval Method Method 1 Option D Date.Submitted 10/05/2020 Date Validated 10/12/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/15/2020 Date Revised 12/16/2020 Summary of Products 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 H 26ga VMAX P1ywood•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 Ev.aluation Reports Other:Refer to evaluation report. FL17622 R8 AE 26ga VMAX pLyw2odpdf 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 15/3211(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 RJywood.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/-158.5 Evaluation Reports Other: Referto•evaluation report. 17L17022 R8 AE 032 VMAX 21in plywood•pdf Created by Independent-Third Party:Yes 170,22.3 0.3: 26ga VMax on Plywood .26ga(min)VMax5V panel with 24'`coverage on 1.5/32"(min) plywood or 3/4"(mlhl thick wood plank.Option for fasteners in. the flats and in.the ribs. Limits of.Use Installatlon Instructions Approved for use.in HVHZ:No FL17022 R8 11 26ga VMAX olywood 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. FL11022 R8 AE 26ga:VMAX plywood flats, df Created by Independent Third Party:Yes i7022.4 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 Plywood HVHZ.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 26go CorMax Plywood HVHZ odf Created by Independent Third Party.:Yes 17022.5 05:.26ga CorMax on Battens 269a(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 BatteftLpdf 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:Referto evaluation report. FL17022. R8 AE 26ga CorMax Battemodf Created by Independent Third Party:Yes Bac'.: idexi, Contact Us::2601 BIWr Stone Road,Taliahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employee Copy ht 2007-2013 State of Florida.:::Privacy Statement E;Acceulbility.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 thls.entlty.Instead,contact the omce by phone—by t-dltional mall:If,you have any.cl—dons,please cantact 8S0.487.139S.'"Piusuant to Section 455.275(1), https:/fwww:floddabuilding.org/pr/pr app dtl.eispx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG%2bnlRhGTtoBWM1aQ%3d... 2/3 11221202.1 Florida Building Code Online Florida Statutes,effective October-1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an.emall address If they have one.The emails provided may be.used for official communication with the licensee.However email addresses are public record.If you do not wish to;supply a personal.address,please provide the Department with an,emall address which can be made avallable to the public.To determine If you area licensee under Chapter'45S,F.S.,please click here. Product Approval Accepts: Credit Card Safe httpS:l/www.floddabuilding.org/prlpr app_dticaspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNXXG%2bnlRhGTtoBWMlaQ°lo3d. 3/8 S �` A' , F02 Q'1 �4G SMEMETAL ,�,T FABRICATo�s 26ga (min ) ` MAX over 15/32"" (min ) plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34.990 Product Description 5v Crimp style exposed fastener panel with 24" max coverage and nominal rib height .of 3/8". Product Material 26ga (min)_ stee] 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 (rain S.G. of 0.42) Evaluated by: David Eng., PE Timberlake Cove, LLC 3324 W Univ Ave #206 I Gainesville FL F'L PE 81377 1 FL CA 33344 www.TimberLakeCove.com —David Et g NA.$#3i'7 08 334Q1'00_ 7 _ 0 STATE OF <ff �f OR@P. `O 1ONA1-'F�r`�. rt This itern has been digitally signed and sealed by D.E.Eng, PE,on the date indtcated. Printed copies of this %VjrMXA •. sealed signed TA ffand and the signature must be electronicverffip�d on any r s. �J kri +��,'�:��`0��. ��s�� , a , ''��d a� gs` � t �.�,y tom , � �! � ♦ -,^� Unde'ri.ayment: Comply with Focal building Code or FBC 1507.1.1 where required. S=IOpe: Comply with local building code or FBC `1507.4.2 where required. Re-Roof in9: 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 PSP Method B: #10 'x 1.5" fastener in.12"-127 pattern at 16" o.c.: 93:5 .PSF Method C: #10 x 1.5" fastener in 12"-12" pattern at 8.11 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 ha.s been applied. Techn;i-cal Documentationo This •p'rod:uct has been tested to the UL 580 standard' by Architectural Testing (now Intertek Testing, TST-1527), report 005893.01-450-18, F3366,01-450-.18, and D05893.02-450-18. As referenced in FL 17022.01-R7 Compliance Staterinerit: This p:ro,d:uct as described has demonstrated compliance w.i-t:h Florida Building Code 2020, 1504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method 1D. This .prod:uct 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 land 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 1"isted 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 ass•uhies that the structure. is: o E'nclosed 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 channe'l_ing or buffeting warrant consideration. Engineering analysis maybe completed by .other licensed engineers for project specific approval by local: authorities having jurisdiction. Certification of Indepandence: David 'Eng, PE and Timberlake Cove, LLC do not have, nor wi:11 acquire a financi`a.1 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. Exclu.si'ons and Limitations: Design of deck and roof structure-.(to include attachment of plywood'o.r 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 libnited to compliance with structural wind load requirements of FBC 2504.3.2, as required by Rule 61G20=3. Neither Timberlake Cove nor the manufacturer shall be responsible,for any conclusion's, 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-procluct. Installation shall be subject to the loco'I building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. �rJ��/�" * ,� j �r 43 '' 14P _ t• F I'• C } -+ 4.I !1i4S�% M1U l,.1 11� r U.VL.rl.a1, .:,L�1`:•� J !.t-U I� ��. !.n....v.._..,--,......�.+«.::-�.-.saae.`�»...,ice - v....... ..-_.....a:1.b....,...J.+.....!i;;+a....,..•-.�.-.+....�-.�..• *.,+...�._.....,:....-...-.--:.++,.•,-.-�,.-,�-�r,...._-..-..,.,.,wJ....'_„-..-.�..,....u-....-.....s._ Instructions: Select t:he .appropria:te load table that applies to the structure in question. Determine the design wind speed for the project 2 2 3 location. 2 1 t 2 Use the attachment method indicated for that 2 . windspeed within each roof zone. 2 2 3 2- 1 2. Z. 3 a 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 11 2 1 2 1-2-3: L Zone 1 includes zones 1 and 1' a 33 a Zone 2 includes zones 2e, 2r, and 2n _al— HIP ROOF I.IE16.1 — I ^"a'L .Zone- 3 includes zones 3e and 3r Combining these zones creates a clear, simple 1J?i CFLEWTHOIZONTALOIMENSIONOROA.WHICHEVERBSMALLMBOTNOT LESSIHMI ErTHFR4!60F LEAST HORIZONTAL OINFNSION OR 3FT tOAM). scheme, at the expense of some design efficiency. ORAS OETERANED BY DESIANOR OTHER.AP_FYICABIE CODE. Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A: METHOD B: METHOD C: METHOD.D: #9 Al'16"O.C. #10 AT 10"O.C. #10 AT 8"Q.C. #10 AT V'O.C. s- r--—12"(NOM) 12"(NOM) � NR:NOT RATED..CONSULT DESIGN 15 PROFESSIONAL AS.NEEDED 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 1h B,C,or.D-exposure-area Have either a#lat roof,or gable/hip roof with max slope of 12:12 Have either flat roof,or gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have.a mean Roof Height 030 feet or less FL17022.01: 20 a•5_V Crorn on 1.5/32' Pl=ood FL17022.01:16 a 5V Crimp on 1'5I32" phWood Wind 1.05 110 12G 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 Jr: A AAA A ,A A C_; € `_ D.�.D Zone 2: A A A A A A A A i. s DD Zone 2: A A A A C=� D D Dr: 'D 'D D Zone 3: A A A A A A 1bI� . Zone 3: A A A- C- C 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.dther-a flat roof less than 70,hip roof with Have either a flat roofless,than 70i 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 FL17022 01:26 a 5V Crimp on 151132" 1 ood FL17022.01: 26 a 5V Crimp.om 15/32" ohmoodr Wirid 105 110 120 130 140 150 160 170 180 190 200 !Mind 1.05 110 120 130 140 1-50 160 170 180 190 200 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 A A A A A B`` C~ Zone 2: A A A A A B I^O D D• D . D Zone 3: A A A A A A A B i,:D t?'; Ll Zone 3: A A A B ( D _ D. D: ,..D D., TORS. !