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Home My WebLink AboutProduct Approval 1-20-211/19/2021 Florida Building Code Online T--'T"--'--°---'--•T'4--'�^'—" r , r v y a J tee' x was 5 3 W. BCIS Home ' Log In 'User Registration Hot Topics I Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links I Search ��011dil JProduct Approval I S USER: Public User r Product Ago.tgydMen . > Product or Agolication search > Qpplicatlon List > Application Detail FL-* Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL1w702L--R8 Revision 2020 Approved File, Cory 9-# ozo I -6qqs R REVIEWED FORF�Ei�Fo CODE COMPLIANC 4N � STo LUCIE COU1NT°�t uc, ® 2021 e. W BOCC *32- rMjtt Ins my Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Richard McKuhen fivalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 rchard@emfab.het Roofing Metal Roofing 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 Sections from the Code FL17022 R8 COI 26ga VMAX pywood.odf Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 https:llfloridabuilding,orglprlpr app_dtl.aspx?param=WiSEVXQWtD4v2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG%2bnlRhGTtoBWMlaQ%3d%3d 113 1 /19/2621 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 FL # Model, Number or Name Description 17022,1 W 01: 26ga VMax on P,ly.4 od 26ga (min) VMax 5V panel with 24" coverage on 15/32" (min) plywood 6r'3/4" (min) thick wood plank. Limits of Use Approved for use in HVHZ: No Approved'for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions FL17022 R8 II 26ga VMAX piywood.pdf Verified By: David Eng; PE 81377 Created by Independent Third Party: Yes Design Pressure: +N/A/-228 Other: Refer to evaluation report. Evaluation Reports FL17022 R8 AE 260a VMAX .plywood df 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-168.5 'Other: Refer to evaluation report. Installation Instructions FL17022 R8 II '032 VMAX 21in p_ywood:pdf Verified By: David Eng, PE.81377 Created by Independent Third Party: Yes Evaluation Reports FL17022 R8 AE 032 VMAX 21in pjywood.pdf 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-114.25 Other: Refer to evaluation report. Installation Instructions FL17022 R6 -jr 26ga UMAX PiYAon fiats.odf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17022 R8 AE '26ga VMAX o1Ywood flats.pdf 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 Approved for use in HVHZ: Yes Approved for use.outside HVHZ: Yes Impact Resistant: N/A Installation Instructions FL17022 R8 II 26ga CorMax Plywood HVHZ.pdf Verified .By: David Eng, PE 81377 Created by Independent Third Party: Yes Design Pressure: +N/A/-161 Other: Refer to evaluation report. Evaluation Reports FL17022 R8 AE 26ga CorMax Plywood .HVHZ.odf 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions FL17022 98 II -26ga CorMax Battens.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes :Design Pressure: +N/A/-161 Other: Refer to evaluation report. Evaluation Reports FL17022 RB AE 26ga CorMax 'Battens.pdf Created by Independent Third Party: Yes tack Nnxt Contact Us :: 2601 Alair'Stone Road, Tallahassee Fl. 32399 Phone: 850.487-1824 The State of Florlda is an AA/EEO employer. Copyright 2007-2013 State of Florida.:-. Privacy ement :: Accessibility Statement :: Refund Statement Under Florida law, "email addresses are public records. Y 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 ofnce by phone or by traditional mail. If you have any questions, please contact 850.467.1395. *pursuant to Section 455.275(1), https://floridabuilding.org/pr/pr app_dtLaspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG%g2bnlRhGTtoBWM16Q%g30%3d 2/3 1/19/2021 Florida Building Code Online Florida Statutes, effective October 1,'2012, Ilcensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official'communlcation 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 email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hg er Product Approval Accepts: M �' l ® ECAGC m Credit Card Safe https://floridabuilding.org/prlpr_.app_dtl.aspxlparam=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoRa/o2bda/o2buNxXG%2bnlRhGTt6BWM18Qa/o3da/o3d' 3/3 XMMETAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFING SYSTt= M,S 26go (min) VMAX over 15/32" (min) plywood Extreme Metal Fabricators 2120 SW Roma Dr I Palm City FL 34990 Product Description 5V Crimp style exposed fastener panel with 24" max coverage and nominal rib height of 3/81. Product Mater`ia'l 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 RE 81377 1 FL CA 33344 www.Tim'berLakeCove.com .101111110/1, I � ■ ■!'l /\ 17. yY .� t! c 'r ,,� -.Y 4 a Y f� i' a 1., 'U F. ,. :i r A -' ua � � � � �. :r Y � bk a f -�5 � _ 1/.• s Sn s 1 ' n �' t �..��. ,.. }.._.................. ,... t�i�+...�...;_z....,r—.s,.'�:...a....y.1. fs::..:.,u. ._.r��:,�,...�.'1` " w.:..._..e �:. ..�:,._,.!._,,... .3^._......:...;3�::.r.r>. .:�.-: 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 [dyer 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 16f'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. e" 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 D'05893:02-450-18. As referenced in FL 17022.01-147 Compliance Statement: This product .as described has demonstrated compliance with Florida. Building Code 2020, 1504.3.2 (non-HVHZ) as required by FL Ru"le 61G20-3, method 10. 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 consideratlion 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 fln'oncial interest In any company manufacturing or distributing products under this evaluation. The same entitles 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 pla}ik).sholl be completed by others. Fire classification and'shea'r 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. tl r Lv t ram, K ° � f, - .i x VI♦ � J �'"� \� 4.;�� l� 7_E �'ys—k �.—e��: ,A4Y '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 a- 2. 2 3 2 I 1 2 2 2 1 2 2 2 2 3 3 a a 1 2 1 2 3 3 7 1.� WiP RMF rAR1 E RO6F "'^ 'a Combining these zones creates a clear, simple AI0%OFLEAST H02ONTALOWENS= OR 0 AA. WHICHEVER IS SWUM BUT NOT P LESS THAN EITHER A%OF LEAST HORIZONTAL OR@NSION OR 3FT(0 SM). scheme, at the expe'n'se of some design efficiency. ORASDETERMINED By DESIGN OR OTHER APPLICABLE COOS 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 U' O.C. r----12" (NOM) 12" (NOM)----I NR: NOT RATED. CONSULT DESIGN PROFESSIONAL AS NEEDED - r 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 He of 30 feet or less FL17022.01: 26ga 5V Crimp on 15/32" plywood 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 C D Iti D Zone 3: A A A A A A 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 30feet or less 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 ;D . r D;:. , 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: 26ga,_5V Crimp on 15/32 plywood. Wind 105 110 120 130 140 150 160 170 180 190,20 Zone 1: A A A A A A A j�C {L D r Zone 2: A A A A G D Zone 3: A A A r G D._: .D _,Q 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'7°, 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 Wind 105 110' 120 130 140 150 160.170 180 190 200 Zone 1: A A A A A A A Zone 2: A A A A A BDI Zone 3: A. A A .z }