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HomeMy WebLinkAboutProduct approvals to rionoa bunaing uoae uniine SCIS Home ; Login User Registration Hot Topics Submit Surcharge I Stats&Facts ) Publications 11 FBC Staff BCIS Site Map Links Search 1 Fiarida Product Approval x ,� USER:(Public User ' j �tECEIVer, - Product Approval Menu>Product or Application Search>Aooiication List>Application Detail MAR 0 5 71.'M FL# FL17022-117 Application Type Revision Permitting.Depari.;', Code Version 2017 St.Lui;i@-90ur. Application Status Approved Comments 08/18/2017v.date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com i Authorized Signature Richard McKuhen Rvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 YIe CODY 872-8034 richard@emfab.net E nV,F I FOR �a Quality Assurance Representative S DE COMPLIANCE Address/Phone/Email ST. LUCIE COUNTY 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 LOCKE BOWDEN the Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R.Priest,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP sscodf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 II Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%p2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/4 /2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 17022.1 1-"5V Crimp"(116) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel mechanically attached to 15/32"plywood or Wood Deck with fasteners Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.1 5 V CRIMP ssnodf Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.pdf assembly in compliance with the Installation method listed in Created by Independent Third Party:Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.2 2-"5V Crimp"(116) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof panel, mechanically attached to 15/32"plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf assembly in compliance with the Installation method listed in Created by Independent Third Party:Yes .this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.3 3-"1.5"Mechanical Seam"(115) 1.5"rib height,16"wide,24 gauge steel,standing seam roof panel mechanically attached to 15/32"plywood or wood deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ:Yes seam 24ga ssr.odf Impact Resistant:No Verified By: Locke Bowden,P.E.49704 Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions and Evaluation Reports limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code seam 24oa ssradf sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 17022.4 4-"1.5"Mechanical Seam"(115) 1.5"rib height,16"wide,0.032"aluminum,standing seam roof panel mechanically attached to 15/32"plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ:Yes ALUMINUM ssr.odf Impact Resistant:No Verified By: Locke Bowden,P.E.49704 Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions and Evaluation Reports limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM Installation method listed in this report and applicable code ALUMINUM ssr.odf sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 17022.5 5-"1 in.Nail Strip"(115) 1"rib height, 16"wide,26 gauge steel,standing seam roof j panel mechanically attached to 15/32"plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.odf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +N/A/-Table A Evaluation Reports https:/Iwww.floridabuilding.org/pr/prpp_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d°/a3d 2/4 R- L201. 8 Florida Building Code Online Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.Ddf limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.6 6-"1 in. Nail Strip"(115) 1"rib height, 16"wide,0.032"aluminum,standing seam roof panel mechanically attached to attached to 15/32"plywood or Wood Deck with fasteners, Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032 Approved for use outside HVHZ:Yes ALUM ssr.odf Impact Resistant:No Verified By:Locke Bowden,P.E.49704 Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions and Evaluation Reports limitations of�use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 installation method listed in this report and applicable code ALUM ssr.Ddf sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 17022.7 7-"1.5 in.Nail Strip"(115) 1.5"rib height, 19"wide,26 gauge steel,standing seam roof panel mechanically attached to 15/32"plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No EL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.Ddf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.Ddf limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.8 8-"EMAX Rib"(115) 29 gauge steel,lapped roof panel mechanically attached to 15/32"plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 177022.8 EMAX Rib ssr oddf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 177022.8 EMAX Rib ssr.Ddf limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed In this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.9 9-"PBR MAX"(115) 26 gauge steel,lapped roof panel mechanically attached to 15/32"plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.9 PBR RIB ssr.Ddf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.9 PBR RIB ssr.Ddf limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturers installation instructions. Oack Nevt 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 mall 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: https:/Iwww.floridabuilding.org/pr/pf app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d°/a3d 3/4 • • • - • • • • 2160 SW Poma Drive Palm City, FL 34990 772)872-8034 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 611320-3 Compliant: Keystone Certifications Product: 5 V Crimp 0.032" Aluminum Roof Panel FBC Sec. 1507.4.2 Yield strength:0.032" Aluminum Min.; Attached to min. 15/32" plywood or Wood Deck w/min 0.42 specific gravity with screws. 21 Coverage (Max.) Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1: #9 x 1-1/1" Hex-Washer Head wood screw*to penetrate V 6" in. thru deck or 5/8" min embedment into wood plank. (*or of sufficient length t m equlr ents) Underlayment: To be compliant with FBC Sec. 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. Install Details: Table A Allowable Loads METHOD 1 DESIGN PRESSURE* -168.5 PSF ROW SPACING 10"O.C. FASTENER SPACING(ALONG ROWS) 10s,O.C. Reference Data: ARCHITECTURAL TESTIN ;INC.TST ID#: 1527 UL 580-06 & 1897-041 Test Report D5893.04- 50-18 10/24/1 *EQUIVALENCY: UL 1897-041 is equivalent to test standard UL 18 7-12. *DESIGN PRESSURE- ARGINOFSAFETY 2:1 Certificate of Independence: Locke Bowden,P.E.does not have,not will acquire a financial interest in any comp y manufac Ing or distributing products under this evaluation. XVIII IFF111 Locke Bowden,P.E.is not owned,operated,or controlled by aqf' a©f,2?eldacturer,or distributing products under this report. *'l)�°,`,`�+`. ' . „r •,�,' ST-1T6 OF _= deal -vNA L I Limitations 1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6th ed. 2.Minimum slope to be compliant with Florida Building Code 2017 6th ed.,and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3.Compliance Method: 1-D 4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance.Shear diaphragm values are outside this report. 6.Support framing compliant w/FBC 2017 6th ed.,Chapter 22 for Steel,Chapter 23 for Wood and Chapter 16 for Structural Loading. 7.This report does not imply warranty, installation,recommended product use outside of this report. FL17022.2 5V Crimp (0.032" Alum), 21" Wide Roof Panel - Details Fastener-/Wx-1-1/2"1-1/2"Minimum Hex Washer Head Wood Screws 5 V Crimp Roof Panel Isometric View 's i:/,':i!=_�%i_; "itiE:a 562%_ :; c�/i.�r i-S :4 •/x4;�;.=��i:'r. :\i_�✓/.���i=;/5`i' Deck: -15/32"or greater Plywood,or -Wood plank 21" 10:5" on- 3/8" OPTIONAL STRIATIONS Panel Profile Nominal 10.5"o.c. Nominal 10.5"o.c. Fastener #9 x 1-1/5"Min. Hex Washer Head Screw Panel Overlap Spaced 10.5"o.c.across the Panel i ✓���;-;;:tip\f=.��"_�` Deck: -15/32"or greater Plywood,or -Wood plank 1/12/2018 Florida Building Code Online Fell f .w` _ � ✓�. ..fir .2' ) . 'i �-. 7 ;L BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge ! Stats&Facts I Publications I FSC Staff I BCIS Site Map I Unks I; Search Florida _ Product Approval USER:Public User dj r tr✓nTrr�'arX�' F.�c6^�aeeg;.�n Product Approval Menu>Product or Application Search>Application List>Application Detail s _; FL# FL16048-R6 Application Type Revision Code Version 2017 S��ti ®AGO Application Status Approved 1®h Comments o4� �> Archived .1 Product Manufacturer Tri-Built Materials Group,LLC Address/Phone/Email PO Box 70 Rutherford,NJ 07070 (800)516-1485 david.ruiz@tribulitmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz ©15z Address/Phone/Email 250 Route 17 North 003 East(201)8 2Ruth-rford2449 NJ 07073 1 lfle c® david.ruiz@tribuiltmateriaisgroup.com �p�® ��9' R Quality Assurance Representative Address/Phone/Email ,JrDE rOMPUA NCE Category Roofing ST. LUCE C®U N�� Subcategory Underlayments B C 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W.Knezevich,PE 'di Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 UL1897 2012 Equivalence lof Product Standards Certified By https://www.floridabuilding.org/pr/pr pp_dtl.aspx?param-nrGEVXQwtDgtFPmdYNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMwp/`3d`/`3d 1/2 I, I 1/12/20' Sections from he Code 18 Florida Building Code Online t Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-150 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to use Evaluation Reports of foam-on file systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI- underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-116.ndf 5,6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes Use. Back Nexe Contact Us n 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.::dyad 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),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 emalis 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 4S5,F.S., please click ere. Product Approval Accepts: M IMIN®RE M Credit Card Safe i hUps://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw%3d%3d 2/2 . I I i i EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 �RIN�� ERD 353 CHRISTIAN OXFORD,,CT 6478 (203)262-9245 EVALUATION REPORT Evaluation Report A42960.10.12-R'6 TRI BUILT Materials Group,LLC P PO Box 70 FL16048-R6 2012 Date of Issuance:10 25 Rutherford,NJ 07070 / / (800)516-1485 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the a Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE:This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Evaluation Report number preceded by the words "TrinityIERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: i r FLAK:'Robert J.M.Nieminen,P.E. I�',s�i�\?Vya`�, Thefacsiml{esealaDPearingwasauthorlxedbyRober[Nieminen, Florida Registration No.59166,Florida DCA ANE2983 �e.. ..r,rty g P.E.on 09/25/2017.This does not serveas an efecWnicall zi ned document j CERTIFICATION OF INDEPENDENCE: 1. Trinity)ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing;or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E.are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. i ` TRIN TY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the a Edition(2017)Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations] Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1SO4.6 Accelerated Weathering ASTM G155 2005 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 - Physical Properties FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: gniint Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD(TST6049) Wind Resistance SC14045.05.11-RS 06/07/2017 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015 UL,U.C.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced,SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SIBS modified bitumen roof underlayment;meets ASTM D1970. S. LIMITATIONS: S.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design;LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6m EDITION(2017)FBC NON-HVHZ EVALUATION FL1604"6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 2 of 6 i "'\,, TRINITY j ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: �'*' >,ja,-- y",�'i- "'<• �'` {r't -2 tt"..' -.c-�, '`4_, •a.. c'„','. '`":: .a r s.. ": r s` `" n� arm, ,.. �'IALE� f300F�LOVER OP7iO1>AS z.�.Kx .". Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. r_- TABLE3AL1ta1NA61.s;EiLE.AD}IVEl1NDfAf1411ENCOMt31fdAfONS���' �, `C-� „,�,''l AdhesiveT Florida Product Approval Underlayments ICP Adhesives Polysetm AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBondTM FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: D Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system In accordance with FM 4474,Appendix D or TAS 114,Appendix J. 3 Refer to Tile Manufacturers orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design;U.C. Evaluation Report A42960.10.12-116 Certificate of Authorization/!9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/2S/2017 Page 3 of 6 i i i �jTRINITYJERD' 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226,Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04- 12). , 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation:Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered;shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails(FSC 1517.5.1) and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c.in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. I Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/2S/2017 Page 4 of 6 TRINITY i ERD 5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck the assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. w kW TLEZ.T1Lfz1P�'AG_E�IMIT�TIOIVS:10111,0 IRECr 11ECKi JLTNS�ILLAtIOYSz _k,F v Underlayment� Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by S tiles high 6:12 on slope,as shown below) Tri-Built S/A HT TU " Underlayment Lugged . Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization 6503 6'H EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 5 of 6 i I "J\TR1N1TY1ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlavment• 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll,broom or hand-press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with TRI-BUILT Materials Group,LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation'of this product. 8. MANUFACTURING PLANTS: Gulfport,MS 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6TM EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments,(800)516-1485 Revision 6:09/25/2017 Page 6 of 6