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Home My WebLink AboutAPPROVED 5V Metal Roof 1/6/2021 V Ne�(p"` Florida Building Code Online Business & Professional Regulation BCIS Home I Log In `,: User Registration Hot Topics 'ISubmit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search * Product Approval dbor z. USER:Public User Product Approval Menu>Product or Application Search>Appl�tion LiSt>Application Detail all FL# C20203 Application Type Code Version Application Status 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/ 2—/2024 Validated By James R Wally, PE Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R8 COI 26ga VMAX plywo pdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR°/`2bd%2buNxXG%2bnlRhGTtoBWMIaQ%3d... 1/3 1/6/2021 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�# C Model,Number or Name ;Description j 17022.1 j 01: 26ga VMax on Plywood f 26ga (min)VMax 5V panel with 24"coverage on 15/32" (min) If plywood or 3/4"(min)thick wood plank. i Limits of Use Installation Instructions j 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 i Created by Independent Third Party:Yes Design Pressure: +N/A/-228 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga VMAX plywood.pdf j Created by Independent Third Party:Yes 17022.2 02: 032 Aluminum VMax on Plywood I Nominally 0.032"aluminum(or thicker)VMax 5V panel with 121"coverage on 15/32" (min) plywood or 3/4" (min)thick I 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 i 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.pdf LCreated by Independent Third Party: Yes i 17022.3 03: 26ga VMax on Plywood j 26ga(min)VMax 5V panel with 24"coverage on 15/32" (min) plywood or 3/4"(min)thick wood plank. Option for fasteners in I the flats and in the ribs. Limits of Use j Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 26ga VMAX plywood flats.pdf Approved for use outside HVHZ:Yes I 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 R Created by Independent Third Party:Yes II 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 i Installation Instructions Approved for use in HVHZ:Yes I FL17022 R8 II 26ga CorMax Plywood HVHZ.pdf Approved for use outside HVHZ:Yes j Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party:Yes I Design Pressure: +N/A/-161 Evaluation Reports i 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 i Created by Independent Third Party:Yes 0 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(1), https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkU EoR%2bd%2buNxXG%2bnlRhGTtoBWM 1 aQ%3d... 2/3 p EXTREMEMETAL FABRICATORS SKILLED C•RAFTCRS OFMETAL ROOFING SYSTEMS 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 #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com Q,• �.10ENS�• .� David E Eng NO. 81377 ..h - 2020.10.06 —_ 00:08:33+01'00v ''0 STATE OF `ONIAL�� digitallyThis item has been . . and seated . date indicated . copies considereddocument are not signed and seated and the signature must be MAX verified on any electroniccopies r II �■ ■ I � ■I ' � I I I . , � I 4 YAw ■ �I mm I i i ti ■ ENGINEERING LOAD TABLES Instructions: Select the appropriate load table that applies to the structure in question. X � Determine the design wind speed for the project a 2 2 13 location. 1 2 Use the attachment method indicated for that 2 P winds eed within each roof zone. \1\ 2 2 3 a 2 1 2 2 NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. //"/ _ } For the load tables below, the worst case was taken �//Z 1/ 1 1 2 for each zone and reported using the standard zones 2/ — a 3 2 2 3 a Zone 1 includes zones 1 and 1} I Zone 2 includes zones 2e, 2r, and 2n aL HIP ROOF GABLE ROOF -aL Zone 3 includes zones 3e and 3r ---t> Combining these zones creates a clear, simple fl:101;OF LEAST HOIZONTAL DIMENSION OR 0 dh,WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER A°e OF LEAST HORIZONTAL DIMENSION OR 3FT(OSM). scheme, at the expense of some design efficiency. OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE 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 AT 16"O.C. #10 AT 16"O.C. #10 AT 8"O.C. #10 AT 6"O.C. Ir —12" (NOM) 12"(NOM)— NR: NOT RATED. CONSULT DESIGN 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 in B,C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 12:12 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 Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 5V Crimp on 15/32" plywood FL17022.01: 26 a 5V Crim on 15/32" 121=ood 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 D D D Zone 2: A A A A A A A A C D D Zone 2: A A A A C D D D D D D Zone 3: A A A A A A B C D D 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 70,hip roof with 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 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 15/32" plMood FL17022.01: 26 a 5V Crimp on 15/32" 121=ood 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: A A A A A A A B D D D Zone 3: A A A B D D D D D D D TORS. s