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Home My WebLink AboutProduct Approval-•— ••--1 —• — • ••• riunua euuuing t,oae online mph ' ��'p"cil5�ry�Ld��" ,,ter -w �, y c"�'j •, `� r '�� 1 d 741 ' j 1.�R t i i Y'.:r � +ti+H x�� al�� "W t�" k ,� : �� l YN 41 _, aan� � �'t� ,n r�� ....•i..u.r ...� .%� .. mi BCIS Home Log In User Registration Hot Topics ; Submit Surcharge j Stats &"Ejl ications Contact Us BCIS Site Map Links Search Flod USER: Public User f�; Product Approval Product Aopmval Menu > Product or Application Search > Application List Search Criteria . . MAR 2 9 2022 St. Lydia County Permitting • Refine Search Code Version 2020 FL# 20378 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Rparrh Rocrrltc _ Annl:e•a••:nnc FL# Type Manufacturer Validated By Status FL20378-R3 Revision Extreme Metal Fabricators, LLC Category: Roofing James R Wally, PE (561) 379-3891 Approved HISto!y. Subcategory: Metal Roofing ^vr�•=� a •+ter ^vv�•�� y morn anau vo Ic 1c U ulm launcu uy Lne rU ana/ur Lne L-ommsson o necessary. Contact Us :: 26DI Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. ggpyrlght 2007-20[ 3 State of Florida.:: rIP vacv Statement :: AccesslbllIV 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), 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 emalls 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: M ® FS.he_ti -ar-c. Credit Card Safe XZe)3-CLG2_ REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY CCC FILE COPY https://www.floridabuilding.org/pr/pr app_Ist.aspx 1/1 --• —•- • •-• riunua ounuuig L oae vrnine r'A r,, 5 .i`7i � r i��,u rill ts.�y�t 45 �41} j 4Cj!rxr��ri,P' ��'7 i�r�il�igt��!4 S1 �Y�i �M11 �rr�>G I;W?I k p rr )hxi 4�>!'' r r d f� � • ,� G4 �.,J=��t^`F'!..-d � a ? �4.i � i" � r '' �." ro- �i Mire 7,I '`��r i�'�� t�liY i`•' i•i `� 5, 3 ai�.s �, �s� r� '' ,�; .,.,.P , r v ri ;r,Ti��c�`s j;5uao6r',rr�w�fr(rl.y1ki SE aUk� it ck^r.. s' _Il 41.'i, • Frr:: r V j,Y ..�i` i'"1 `e M3fi,��.�►ilk BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map Links I Search Florida Product Approval USER: Public User 9.•' Product Approval Menu > Product or Application Search > Application List• > Application Detail r i"1W1JH+i� FL # FL20378-R3 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 fivalidation@yahoo.com 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 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 04/22/2024 Validated By James R Wally, PE Validation Checklist - Hardcopy Received Certificate of Independence FL20378 R3 COI 29aa EMax olywood.odf Referenced Standard and Year (of Standard) Standard Year UL 580 2006 Equivalence of Product Standards Certified By Sections from'the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquap/o2flMZ8n5CNV4ZYkew5ZoaOmknJPS`/`2beuE3JleZ2gsl`/`2bg%3d*/o3d 1/2 rrUnua ouuuuiy �,uue vnune Product Approval Method Method 1 Option D Date Submitted 12/16/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 -Summary of Prndurtc FL # Model, Number or Name Description i — 20378.1 Ol; 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 R3 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 R3 AE 29ga EMax Plywood.pdf Created by Independent Third Party: Yes 20378.2 02: 29ga EMax on Plywood .......... --.--•--.._ _� _ __� _---y.—__..._. 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 R3 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. FL20378 R3 AE 29ga EMax pjywood d.pdf Created by Independent Third Party: Yes 20378.3 03: 26ga PBRMax on Plywood 26ga (min) PBRMax 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 R3 II 26ga PBRMax D11 wood.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 R3 AE 26ga PBRMax p1vwood.pdf Created by Independent Third Patty: Yes tollC Plu.1 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyr_ght 2007-2013 State of Florida.:: PrIvagy, 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), 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 emalls provided may be used for offlclal 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 do 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: Credit Card Safe https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNV4ZYkew5ZoaOmknJPS%2bcuE3JleZ2gsl%2bg°/r,3d%3d 2/2 FABRICATORS SKILLED CRAFMRSOFNET1L,cCt�ll}Vr 26ga (mi,n) PBRMAX over 15/32" (min) plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34990 Product Description Rib PBR exposed fastener panel with 36" coverage and a nominal rib height of 1.25" Product Material 26ga (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 3/4" (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.corn ,�lfllllr,. 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. METHOD A: 24" OC —M m 10:t OF LEAST HOLCONTAL DIMENSION ON O.AA. h"ICIEVER IS SMALLER, BUr NOT LESS THAN CIT14CR A% OF LEAST HORIZONTAL DIMENSION OR ]FT (D.&M). ON AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. ROOF ZONES FOR GENERIC BUILDING METHOQ B: 12" OC NR: NOT RATED �12"---- .." —12" 12" `\ �-#10 FASTENER, (1) PER RIB 1/4" FASTENER IN SEAM AT 12" O.C. 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 Height of 30 feet or less 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 gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less FL20378.03: 26 a PBRmax on 15/32" plywood FL20378.03: 26 a PBRmax 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 B B Zone 1: A A A A A B, B B. B Zone 2: AAA AAA B•. B B B B, Zone 2: A A A B B B';. Zone 3: A A A A A B B B B .: Zone 3: A A B .. B ..: B 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 Exposuie B area Are located in B, C, or D exposure area Have either a flat roof less than 7', 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 FL20378.03: 26 a PBRmax on 15/32" plywood FL20378.03: 26 a PBRmax 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 '.B Zone 1: A A A A A A B B B B Zone 2: A A A A A A A B B B B Zone 2: A A A A B B B Zone 3: A A A A A B B .B .. B B Zone 3: A A B B B B Underlayment: Comply with local building code or FBC 1507.1.1/1518.2 where required. Slope: Comply with local building code or FBC 1507.4.2/FBC 1515.2 where required. Re -Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511/1521, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1.5" fastener in 12"-12" pattern at 24" o.c.: 71 PSF Method B: #10 x 1.5" fastener in 12"-12" pattern at 12" o.c.: 119.5 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), F7247.02-450-44 as referenced in FL 17022.09-R7. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ), as required by FL Rule 61G20-3, method 1D_ 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 consideration 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 financial interest in any company manufacturing or distributing products under this evaluation. The some entities 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 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 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.