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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 4 v 0 i . e o • � P . . BCIS Home { Log In { User Registration Hot Topics { Submit Surcharge { Stats&Facts { Publications { FBC Staff { BCIS Site Map { Links { Search { Florida r Product Approval a � (@ND--1--'-' USER:Public User .��.a tam Product Approval Menu>Product or Application Search>Aoolication List>Application Detail FL# FL17022-R7 Application Type Revision Code Version 2017 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 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 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. ❑d Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Referenced Standard and Year(of Standard), Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 3/12/2018 Florida Building Code Online Page 2 of 4 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 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 17022.1 5 V CRIMP 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. 17022.2 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 assembly in compliance with the Installation method listed in ALUM ssr.pdf this report and applicable code sections of FBC. Refer to Created by Independent Third Party:Yes manufacturer's installation instructions. 17022.3 3-"1.5"Mechanical Seam"(R5) 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 24aa ssr.ndf 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 FL17022 R7 AE FL 17022.3 1.5 MECHANICAL the installation method listed in this report and applicable seam 24aa ssr.pdf code sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 17022.4 4-"1.5"Mechanical Seam"(R5) 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 FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM the installation method listed in this report and applicable ALUMINUM ssr.odf code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 17022.5 5-"1 in.Nail Strip"(R5) 1"rib height, 16"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 FL17022 R7 II FL 17022.5 1.0 NAILSTRIP 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 and FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.pdf limitations of use.Install the assembly in compliance with Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 3/12/2018 Florida Building Code Online Page 3 of 4 the 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"(R5) 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.Ddf 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 FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 the installation method listed in this report and applicable ALUM ssr.Ddf code sections of FBC.Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.7 7-"1.5 In.Nail Strip"(R5) 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 FL17022 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.odf limitations of use.Install the assembly In compliance with Created by Independent Third Party:Yes the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.8 8-"EMAX Rib"(R5) 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.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 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 Created by Independent Third Party:Yes the 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 Created by Independent Third Party:Yes the installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. Baric Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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),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 M ® M M Credit Card Safe_ https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 3/12/2018 i . • Report 2160 SW Poma Drive Palm City, FL 34990 _. 2-0034 florida . .uctApprova Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule#61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min. 15/32" plywood or Wood Deck,w/ min.0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1 (Method 1 Attachment):#9 x 1-1/2" Hex-Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, &4 Attachment):#10 x 1-1/2" Hex-Washer Head wood screw*to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications.above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 „METHOD 4 DESIGN PRESSURE* _,. -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING _ _._ 16"ox. 16" o.c._ _ 8"O.C. _ 6"o.c. FASTENER SPACING (ALONG Panel width) 12"o.c. a .._ _12"o.c. _ 12"o.c. 12"o.c. FASTENER SIZE #9 #10 #10---T #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#: 1527 UL 580-06& 1897-041 Test Report 1013893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2.1 Locke Bowden,P.E.does not have,not will acquire a financial int ir3 a jtcq�jj0'199facturing or distributing products under this evaluation. = �'• %' ''� Locke Bowden,P.E.is not owned,operated,or controlled by a_&coiAparillprnbilifatturep,or distributing products under this report. SrTC f � 3 '� lit% FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details 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 61 G20-3. 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 in compliance 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. Fasteners- #9 x 1-1/2"Min. or #10 x 1-1/2"Min.perT"e A"for Row 5-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws �:\. •.�/•.:,:/`.;i�.:�;.i�/r::,:,��' _\��\ii;'...�i�.�i^•.�.a\ice .i=-c:/i•: 1 Deck: 15/32"or greater Plywood,or Wood plank 24- 318" OPTIONAL S7RIATfONS Panel Profile Nominal 12" Nominal 12" O.C. D.C. Fasten 9_x'r1/2"Min. or #10 X 1-1/2"Min.per Table"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Wdth Panel Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or -Wood plank • ,;Product ReportFabricators, 2160 SW Poma Drive' . Palm City, FL 34990 772);872-8034 "Florida ' • • • • • 1 . NON i r j Compliant with Florida Building Code 2017 (61h ed.) Compliant with Florida Product Approval Rule#61G20-3 { Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min. 15/32" plywood or Wood Deck w/ min.OA2 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1 (Method 1 Attachment):#9 x 1-1/2" Hex-Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, &4 Attachment):#10 x 1-1/2" Hex-Washer Head wood screw*to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 -METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* _ _, 86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING _..- - -- 16"-o.c. 16" o.c._ 8"o.c. 6"o.c. FASTENERSPACING (ALONG Panel width) • 12" o.c. -__12"_o..c. - 12"o.c. 12"o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#: 1527 UL 580-06& 1897-041 Test Report 1315893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1? *Design pressure margin of safety 2:1 Locke Bowden,P.E.does not have,not will acquire a financial inIrl ajfacturing or distributing products under this evaluation. = �: Locke Bowden,P.E.is not owned,operated,or controlled by aj y coaipa0ornbb9fattures,or distributing products under this report. '. ' • V. . I FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code(FBC)2017 61h 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 wfjurisdiction 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 in compliance w/FBC 2017 60h 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. Fasteners- #9 x 1-1/2"Min. or #10 x 1-1/2"Min.per We A'for Row 5-v Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws i Q. ..�,:%' moi"\✓- ✓,.�\.%-�\...•\\i"�\...�\..^Jvl\�•�..v^.i wN v�<:vi'.v \i'w����. ip U �� ti i ..��_•.\/rte�•:•,�•�.�/�=\��%l\�G1/l`\�%/`\�//.��/'C�%/:. "%''-\l/�\i/:..;�/�1//:.1.�\�; Deck: 15/32"or greater Plywood,or Wood plank 14' 12' 3/9' OPTIONAL STRIATIONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten x-1/2"Min. or #10 X 1-1/2"Min.per Table"A" Hex Vlbsher Head Screw Spaced 12"o.c.across the Panel Wdth Panel Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or -V1bod plank t i i Product Report Manufacturer: Extreme Metal Fabricators, LLU 2160 SW Poma Drive ! Palm City, FL 34990 z ' 772)872-8034 ,Florida • • • • • 1 • i N HVHZ11i i` Compliant with Florida Building Code 2017 (6t''ed.) Compliant with Florida Product Approval Rule#61G20-3 Compliant: Keystone Certifications I E - j Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 i,. Yield strength: 50 ksi min.; Attached to min. 15/32" plywood or Wood Deck w/ min.0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1 (Method 1 Attachment):#9 x 1-1/2" Hex-Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, &4 Attachment):#10 x 1-1/2 Hex-Washer Head wood screw to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 __METHOD 2 METHOD 3_ _ METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF ..-101 PSF -228 PSF ROW S-PACING.._... 16"D.C. 16"o.c.. 8,,o.c. 6"o.c. FASTENER_SPACING (ALONG Panel width). , 12" o.c. 12".o.c. 12"o.c. 12"o.c. FASTENER SIZE _ #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527 UL 580-06& 1897-041 Test Report 135893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2:1 - •� fern► Locke Bowden,P.E.does not have,not will acquire a financial Int 'I. arcgn(�miWfacturing or distributing products under this evaluation. = • ' '� Locke Bowden,P.E.is not owned,operated,or controlled by a6 coAparlVornbbdflaturei,or distributing products under this report. W- 4 '� `''0 NA:L '� - FI-17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details 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 in compliance 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. Fasteners- #9 x 1-112"Min. or #10 x 1-112"Min.perTWe A'/erRoW 5-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws Deck: 15/32"or greater Plywood,or Wood plank 247 3ra" r OPTIONAL STRIATIONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten Lff-x—f--1/2"Min. or #10 X 1-1/2"Min.per Table"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Wdth Panel Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or -Wood plank Florida Building Code Online Page 1 of 2 li [it r,,.. BCIS Home I Log In I User Registration I Hot Topic ( Submit Surcharge I Stats&Facts I Publications I FBC Staff'I BCIS Site Map I Links I Search Florida Product Approval USER:Public User t,a Product Approval Menu>Product or Application Search>Application Lis[>Application Detail •� FL# FL21553-R1 Application Type Revision Code Version 2017 Application Status Validated Comments Archived ❑ Product Manufacturer Tri-Built Materials Group,LLC Address/Phone/Email PO Box 70 Rutherford,N]07070 (800)516-1485 david.ruiz@tribuiitmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL21553 R1 COI TBM16001.1 2017 FBC,Eva]Underlavment final.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 226 2009 ASTM D 4533 2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgtcQ%2f8oYOL... 3/12/2018 Florida Building Code Online Page 2 of 2 Date Submitted 02/21/2018 Date Validated 02/21/2018 Summary of Products FL# Model,Number or Name Description 21553.1 Tri-Built Materials Synthetic Mechanically attached,woven polypropylene underlayments Underlayments used as alternatives to ASTM D 226,Type I and Type II. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL21553 R1 II TBM16001.1 2017 FBC Eva]Underlavment Approved for use outside HVHZ:Yes final.odf Impact Resistant:N/A Verified By: Zachary R. Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL21553 R1 AE TBM16001.1 2017 FBC Eval Underlavment final.Ddf Created by Independent Third Party:Yes Back Next 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),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 herr-. Product Approval Accepts: ?2 ® RE Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtcQ`/D2f 8 oYOL... 3/12/2018 ." Certificate of Authorization bur 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T"EDITION(2017) Manufacturer: TRI-BUILT Materials Group Issued February 21, 2018 9050 Louisiana Street Merrillville, IN 46410 (800)516-1485 www.tribuiltmaterialsgroup.com Quality Assurance: Intertek Testing Services(QUA1586) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4 Properties: Physical properties REFERENCES Entu Report No. Standard Year Intertek Testing Services(TST1585) 102074565COQ-004 AC 188 2012 Intertek Testing Services(TST1585) 102074565COQ-004A AC 188 2012 Intertek Testing Services(TST1585) 102074565COQ-007 ASTM D 226 2009 Intertek Testing Services(CER1497) CCRR-1045 IBC,IRC 2012 PRI Construction Materials Technologies(TST5878) CMI-048-02-01A ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-048-02-01B ASTM D 226 2009 PRI Construction Materials Technologies(TST587,8) CMI-048-02-01 C ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-055-02-01 ASMT D 4533 2015 PRI Construction Materials Technologies(TST5878) CMI-056-02-01 ASMT D 4533 2015 'Determined to be equivalent to ASTM D 226(2009),Type I and II PRODUCT DESCRIPTION Tri-Built Synthetic 10 A mechanically attached, woven polypropylene underlayment (nominal weight = 1.74 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic 25 A mechanically attached, woven polypropylene underlayment (nominal weight = 2.05 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic Plus A mechanically attached, woven polypropylene underlayment (nominal weight = 2.46 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic MAX A mechanically attached, woven polypropylene underlayment (nominal weight = 3.69 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. TBM16001.1 FL21553-R1 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. CD TRI-BUILT MATERIALS GROUP jZ K Synthetic Underlayments TECHNICAL SERVICES,LLC APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. New construction in the HVHZ shall be minimum 19/32-inch plywood. Roof decks shall have no more than 1/8-inch gap at abutting joints. Attachment method Underlayment shall be attached in accordance with the FBC Table 1507.1.1 and (non-HVHZ): manufacturer's installation instructions. Attachment method Underlayment shall be installed with a minimum 4-inch head lap and minimum 6-inch (HVHZ): end lap and be fastened as specified in FBC Section 1518.2. Allowable roof coverings Mechanically attached roof systems as prescribed in FBC Section 1507.1.1. (Non-HVHZ): Allowable roof coverings Underlayment shall be used with mechanically attached asphalt shingles, metal roof (HVHZ): panels and shingles,composite shingles and wood shingles and shakes LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) Roof slope limitations shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 9) The underlayment shall not be installed over existing roof coverings. 10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. TBM16001.1 FL21553-R1 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK TRI-BUILT MATERIALS GROUP Synthetic Underlayments TECHNICAL SERVICES,LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6"'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. 2018.02.21 E 11 No 74021 = 13:42:11 _05'00' 3' STATE OF .:44/ A" Zachary R. Priest, P.E. 0 R IN% Florida Registration No.74021 ;E V' Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBM16001.1 FL21553-R1 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. Certificate of Authorization bur 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T"EDITION(2017) Manufacturer: TRI-BUILT Materials Group Issued February 21, 2018 9050 Louisiana Street Merrillville, IN 46410 (800)516-1485 www.tCibuiltmaterialsqroup.com Quality Assurance: Intertek Testing Services(QUA1586) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4 Properties: Physical properties REFERENCES ED-tilt Report No. Standard Year Intertek Testing Services(TST1585) 102074565COQ-004 AC 188 2012 Intertek Testing Services(TST1585) 102074565COQ-004A AC 188' 2012 Intertek Testing Services(TST1585) 102074565COQ-007 ASTM D 226 2009 Intertek Testing Services(CER1497) CCRR-1045 IBC,IRC 2012 PRI Construction Materials Technologies(TST5878) CMI-048-02-01A ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-048-02-01B ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-048-02-01C ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-055-02-01 ASMT D 4533 2015 PRI Construction Materials Technologies(TST5878) CMI-056-02-01 ASMT D 4533 2015 'Determined to be equivalent to ASTM D 226(2009),Type I and II PRODUCT DESCRIPTION Tri-Built Synthetic 10 A mechanically attached, woven polypropylene underlayment (nominal weight = 1.74 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic 25 A mechanically attached, woven polypropylene underlayment (nominal weight = 2.05 Roof Underlayment lb/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds.The underiayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic Plus A mechanically attached, woven polypropylene underlayment (nominal weight = 2.46 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic MAX A mechanically attached, woven polypropylene underlayment (nominal weight = 3.69 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. TBM16001.1 FL21553-R1 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use, or other product attributes that are not specifically addressed herein. CREEK TRI-BUILT MATERIALS GROUP ASynthetic Underlayments TECHNICAL SERVICES,LLC APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. New construction in the HVHZ shall be minimum 19/32-inch plywood. Roof decks shall have no more than 1/8-inch gap at abutting joints. Attachment method Underlayment shall be attached in accordance with the FBC Table 1507.1.1 and (non-HVHZ): manufacturer's installation instructions. Attachment method Underlayment shall be installed with a minimum 4-inch head lap and minimum 6-inch (HVHZ): end lap and be fastened as specified in FBC Section 1518.2. Allowable roof coverings Mechanically attached roof systems as prescribed in FBC Section 1507.1.1. (Non-HVHZ): Allowable roof coverings Undedayment shall be used with mechanically attached asphalt shingles, metal roof (HVHZ): panels and shingles,composite shingles and wood shingles and shakes LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) Roof slope limitations shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 9) The underlayment shall not be installed over existing roof coverings. 10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. TBM16001.1 FL21553-R1 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK TRI-BUILT MATERIALS GROUP Synthetic Underlayments TECHNICAL SERVICES,LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6"'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. 2 018.0 2.21 No 74021 :. 13:42:11 _05'00' STATE OF 4U 4 P,.'���: Zachary R. Priest, P.E. .........ILRegistrationFlorida 21 ��%% Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBM16001.1 FL21553-R1 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 " TECHNICAL SERVICES LLC (813)480-3421 TH EVALUATION REPORT FLORIDA BUILDING CODE 6 EDITION(2017) Manufacturer: TRI-BUILT Materials Group Issued February 21, 2018 9050 Louisiana Street Merrillville, IN 46410 (800)516-1485 www.tdbuiltmatedalsgroup.com Quality Assurance: Intertek Testing Services(QUA1586) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4 Properties: Physical properties REFERENCES Entity Report No. StandardYear Intertek Testing Services(TST1585) 102074565COQ-004 ACS_ 2012 Intertek Testing Services(TST1585) 102074565COQ-004A AC 188' 2012 Intertek Testing Services(TST1585) 102074565COQ-007 ASTM D 226 2009 Intertek Testing Services(CER1497) CCRR-1045 IBC,IRC 2012 PRI Construction Materials Technologies(TST5878) CMI-048-02-01A ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-048-02-01B ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-048-02-01C ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-055-02-01 ASMT D 4533 2015 PRI Construction Materials Technologies(TST5878) CMI-056-02-01 ASMT D 4533 2015 'Determined to be equivalent to ASTM D 226(2009),Type I and II PRODUCT DESCRIPTION Tri-Built Synthetic 10 A mechanically attached, woven polypropylene underlayment (nominal weight = 1.74 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic 25 A mechanically attached, woven polypropylene underlayment (nominal weight = 2.05 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds.The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic Plus A mechanically attached, woven polypropylene underlayment (nominal weight = 2.46 Roof Underlayment Ib/100ft) used an alternative to ASTM D 226, Type I and Type 11 with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic MAX A mechanically attached, woven polypropylene underlayment (nominal weight = 3.69 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. TBM16001.1 FL21553-R1 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TRI-BUILT MATERIALS GROUP Synthetic Underlayments TECHNICAL SERVICES,LLC APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. New construction in the HVHZ shall be minimum 19/32-inch plywood. Roof decks shall have no more than 1/8-inch gap at abutting joints. Attachment method Underlayment shall be attached in accordance with the FBC Table 1507.1.1 and (non-HVHZ): manufacturer's installation instructions. Attachment method Underlayment shall be installed with a minimum 4-inch head lap and minimum 6-inch (HVHZ): end lap and be fastened as specified in FBC Section 1518.2. Allowable roof coverings Mechanically attached roof systems as prescribed in FBC Section 1507.1.1. (Non-HVHZ): Allowable roof coverings Underlayment shall be used with mechanically attached asphalt shingles, metal roof (HVHZ): panels and shingles,composite shingles and wood shingles and shakes LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) Roof slope limitations shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 9) The undedayment shall not be installed over existing roof coverings. 10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. TBM16001.1 FL21553-R1 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use, or other product attributes that are not specifically addressed herein. CREEK TRI-BUILT MATERIALS GROUP Synthetic Underlayments TECHNICAL SERVICES,LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ``,`����a�►►►►►��� �� RY R. p 2018.02.21 No 74021 = 13:42:11 _ _.._. -05'00' �'.• STATE OF ���T••.A� O P ��.` Zachary R. Priest, P.E. RegistrationFlorida 021 '9/0 N** Organization No.A E9641 nnn� CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBM16001.1 FL21553-R1 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not specifically addressed herein.