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Home My WebLink AboutAPPROVE,D Extreme 5V 2020 merged1 /7/2021 Florida Building Code Online n BCIS Home I Log In User Registration i Hot Topics Submit Surcharge Stats & Facts Publications Contact Us I BCIS Site Map !, Links Search °s=i011t�d Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL20378-R2 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 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 richard@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 lames 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 FL20378 R2 COI 29ga EMax wood. p lf Standard UL 580 Year 2006 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNV4ZYkew5ZoaFJGST9MKkUIW7YaeCcWK9A%3d%3d 1/2 1/7/2021 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 10/05/2020 10/16/2020 10/20/2020 12/16/2020 12/16/2020 FL # Model, Number or Name Description 20378.1 01: 29ga EMax on Plywood 29ga (min) EMax Ag Rib panel on 15/32" (min) plywood or 3/4" (min) thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20378 R2 II 29ga EMax plywood.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/-146 Evaluation Reports Other: Refer to evaluation report. FL20378 R2 AE 29ga EMax plywood.pdf Created by Independent Third Party: Yes 20378.2 02: 29ga EMax on Plywood 29ga (min) EMax Ag Rib panel on 15/32" (min) plywood or 3/4" (min) thick wood plank. With 1/4" fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20378 R2 II 29ga EMax plywood d.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/-69.25 Evaluation Reports Other: Refer to evaluation report.— Create 8 y I de 29ga EMax plywood d.pdf Created by Independent Third Party: Yes (I --- — � 20378.3 03: 26ga PBRMax on Plywood i 26ga (min) PBRMax panel on 15/32" (min) plywood or 3/4" L (min) thick wood plank. jLimits of Use Approved for use in HVHZ: No Installation Instructions FL20378 R2 II 26ga PBRMax p1yWOOd.Ddf 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/-119.5 Evaluation Reports Other: Refer to evaluation report. FL20378 R2 AE 269a PBRMax plywood.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: $50-487-1824 The State of Florida is an AA/EEO employer. Cop�ght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen 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(i), Florida Statutes, effective October 1, 2012, licensees 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 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 email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: cw�^la:ck ,. Credit Card Safe https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqua%2flMZ8n5CNV4ZYkew5ZoaFJGST9MKkUIW7YaeCcWK9A%3d%3d 2/2 '1--X'rTR E ME METAL FABRICATORS SKILLED CRAFTERS OFMETAL POOFING SYS71E-WS 29ga (min) EMAX over 15/32"' (min) plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34990 Product Description Rib Ag exposed fastener panel with 36" coverage and a nominal rib height of 0.75" Product Material 29ga (min) steel Corrosion resistant per FBC 1507.4.3 where required Fastener #10 x 1.5" fastener with sealing washer Compliant with FBC 1506.6 where required. #14 sidelap fastener at 12" o.c. max Substrate/Deck 15/32" (min) plywood or 3/411 (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 .'10111111'. Unxder/uoymn*anf: Comply with local building code or FBo 1507.1'1where required' Slope: Comply with local building code or FeC 1507'4'2w»ere required' Re -Roofing: This panel may be installed over single layer ofexisting shingles as permitted by local building code or FBo zszz, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & Installation Requirements: A factor orsafety of2 has been applied. Technical Documentation: This product has been tested to the uL 580stqndard by Architectural Testing {now zntertek Tes,ing,TeT-zsu7}, report F72*7.01-450-*4,os referenced in FLz,002'oa-R7. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code xo2n, 150*'3.2 (non-nwHZ), as required by FL Rule *1s20-3, method zD' This product psdescribed has been tested and demonstrated compliance with: ^ uLsao-Tes+ 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 FaC 1609, AoCc 7, or other design code in force, using allowable stress. These load tables are based on AaCs 7-/6' Use of these tables assumes that the structure is: ^ Enclosed and conforms to wind-borne debris provisions and is o regular shaped building ° Is not subject to across -wind loading, vortex shedding, or instability; nor does it have o 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: oo"/u Eng, ps and rirnuer|oxe cove' LLc do not have, nor will acquire o nno"cm/ interest in any company manufacturing or distributing products under this evaluation. The some entities do not have, no, will acquire, o financial interest in any other entity involved in the approval process or the product. Exclusions and Limitations: Design of deck and roof structure (to include attachment or plywood or wood plonk) shall be completed by others. Fire classification and shear diaphragm design are outside the scope or this evaluation. Accelerated weathering/salt spray /s outside the scope or this evaluation. This report is limited to compliance with structural wind load requirements or FoC 1504.3.2. as required by Rule 61e20-3. Neither Timberlake cove nor the manufacturer shall be responsible for any conc/usions, interpreto:ons, or designs moue by others based on this evaluation report. This report /s limited solely to documenting compliance with Rule 61e20-3, and makes no express or implied warranty regarding performance of this product. Installation s»on be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. 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 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. I��u1a.�l�wzycz.� a- -a �\ 2 ......_ 2 3 \ --- 2\ 1 \2 1 2 � 2 \ 2 12 I/Y2�� 2 2 3 3 T—T 1 // 2 1 2 a 31 23 a 7-(,N #10 FASTENER, (1) PER RIB 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 a: 10%OF LEAST HOIZONTAL DWENSION OR OAi,. WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTALDIMENSION OR 3FT (0.9M) OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. ROOF ZONES FOR GENERIC BUILDING NR: NOT RATED CONSULT DESIGN PROFESSIONAL AS NECESSARY 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 FL20378.01: 29 a Emax on 15/32" Rlywood FL20378.01: 29 a Emax on 15/32" 12lywood 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: AAAA AAA B B B B Zone 2: A A A A A A A A 13 BB Zone 2: A A A A 13' B 13- Zone 3: A A A A A A B B B B' B' Zone 3: A A A B B 13'IMIM01=013. 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 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 FL20378.01: 29 a Emax on 15/32" plywood FL20378.01: 29 a Emax on 15/32" plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A B B B 13 Zone 2: A A A A A A A A A 13 B' Zone 2: A A A A A B B B • Zone 3: A A A A A A A B B 13 B: Zone 3: A A A B B B B • i