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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFING'Florida Building Code Online Page 1 of 4 �►� rnr � . Eli Prof° ° ° uC�� Coun�r '` ,I •� '� •Search BCIS Home Log In User Registration Hot Topics t Submi Surcharge Stats & Facts Publication FBC Staff BCIS Site Map I Links l Florida �{ ' Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aoolica[lon 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 rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category I 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 I Zachary R. Priest, P.E. 2 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 UL1897 2012 UL 580 2006 Equivalence of Product Standa Certified By Sections from the Code I https://www.floridabuilding.org/pr/pri I_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 3/12/2018 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 17022.1 1 - "5V Crimp' (116) I 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 FBI . Refer to manufacturer's Installation instructions. 17022.2 2 - "5V Crimp" (R6) I 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.odf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes 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.odf this report and applicable code sections of Refer to Created by Independent Third Party: Yes IBC. manufacturer's installation instructions. 17022.3 3 - "1.5" Mechanical Seam" (115) 1.5" rib height, 16" wide, 24 gauge steel, standing seam I 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. df 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 co ditions and Evaluation Reports limitations of use. Install the assembly incompliance with FL17022 R7 AE FL 17022.3 1.5 MECHANICAL the Installation method listed in this report and applicable seam 24aa ssr.odf code sections of FBC. Refer to manufacturer's Installation Created by Independent Third Party: Yes Instructions. 17022.4 4 - "1.5" Mechinical 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 I 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 ALUMINUM ssr.odf the installation method listed in this report and applicable code sections of FBC. Refer to manufaicturer'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 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 Other: Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.odf 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 ins lallatlon 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" I plywood or Wood Deck with fasteners, Limits of Use Approved for use in HVHZ: No I Installation Instructions FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A I Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with Evaluation Reports FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.Ddf Created by Independent Third Party: Yes the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's in stallation Instructions. 17022.7 7 - "1.5 in. Nail Strip' I (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 Approved for use in HVHZ: No I Installation Instructions FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.pdf 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" (115) 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Approved for use in HVHZ: No Installation Instructions FL17022 R7 II FL 177022.8 EMAX Rib ssr.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this reportlland applicable code sections of FBC. Refer to manufacturer's installation Evaluation Reports FL17022 R7 AE FL 177022.8 EMAX Rib ssr Ddf Created by Independent Third Party: Yes .instructions. I 17022.9 9 - " PBR MAX" (jt5) 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.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 17022.9 PBR RIB 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. Back Next :: 2601 Blair Stone Road. Tallahassee & 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 mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective 04.ober 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 Depi rtment 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: Credit Card Safe http s://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv2aB QpHpQ Q, .. 3/ 12/2018 Compliant with Florida Building Code 2017 (.6t" ed.) Compliant with Florida Product Approval R le # 61G20-3 Compliant: Keystone Certifications i Product: 5 V Crimp 26GA Steel Roof Panel Yield strength: 50 ksi min.; Attac Deck w/ min. 0.42 specific gravitj Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 9 Fastener 1(Method 1 Attachment): #9 x 1 3/16" min. thru deck or 5/8" embedment requirements) Fastener 2 (Method 2,3, & 4 Attachment): penetrate 3/16" min. thru deck or 5/8" er to meet requirements) I Underlayment: To be compliant with FBC Slope: Shall be in compliance with FBC :BC Sec. 2507.4.2 ed to min.15/32" plywood or Wood with screws. 24" Coverage 507.4.3 -1/2" Hex -Washer Head wood screw* to penetrate into wood plank. (*or sufficient length to meet #10 x 1-1/2" Hex -Washer Head wood screw* to Ibedment into wood plank. (*or sufficient length Sec. Chart 1507.1.1 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads 'j 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. ! 12" o.c. _ 12" o.c. 12" ox. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report i3b893.01-450-18 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 t t t *Design pressure margin of safety 2;1 30 Locke Bowden, P.E. does not have, not will acquire a financial Ints��q 0,1,cqra4 rniafacturing or distributing products under this evaluation. = '� Locke Bowden, P.E. Is not owned, operated, or controlled by any coatpar(jorT Afiafaaturer, or distributing products under this report., . r • _ . ru r Yo FL17022.1 5V Crimp (26GA 1), 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Buildii 2. Minimum slope to be compliant with Florida Building Code 3. Products are compliant for State of Florida product approv 4. Engineering analysis for "project specific approval by local 5. Fire classification is not part of this acceptance. Shear dial 6. Support framing in compliance w/FBC 2017 69, ed., Chapt, Structural Loading. 7. This report does not imply warranty, installation, recomme, Panel Overlap Deck. 15/32" or greater Plywood, or Wood plank 12" #9X1 #10 x Sp Hex V Code (FBC)2017 6th ed. )17 6th ed., and per with Manufacturer's installation reference. per Rule 61 G20-3. Compliance Method: 1-D ithorities w/jurisdiction is allowed by other registered engineers. ragm values are outside this report. 22 for Steel, Chapter 23 for Wood and Chapter 16 for product use outside of this report. I IQ J' Min. or Min. per Table A° for Row I/- 5-V Crimp Roof Panel 1 and Design Pressures .r Head Wood Screws 24- 1 .0Fn0NAL STRIATIONS Panel Profile Nominal 12" 1 1 Nominal 12" Fasten f xJT=1/2" Min. or #10 X 1-1/2" Min. per -fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel 1lWdth Refer to Table "A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or -Wood plank Compliant with Florida Building Code 2017 (6t' ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel Yield strength: 50 ksi min.; Attacl Deck w/ min. 0.42 specific gravity Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. i Fastener 1(Method 1 Attachment): #9 x 1• 3/16" min. thru deck or 5/8" embedment requirements) Fastener 2 (Method 2,3, & 4 Attachment): penetrate 3/16" min. thru deck or 5/8" en to meet requirements) I Underlayment: To be compliant with FBC Slope: Shall be in compliance with FBC :1bo 5W Poma Drive Palm City, FL 34990 Sec.1507.4.2 to min.15/32" plywood or Wood h screws. 24" Coverage 07.4.3 ./2" Hex -Washer Head wood screw* to penetrate ito wood plank. (*or sufficient length to meet l #10 x 1-1/2" Hex -Washer Head wood screw* to ibedment into wood plank. (*or sufficient length Sec. Chart 1507.1.1 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads J METHOD 1 _ __METHOD 2 METHOD 3, . ;, ,. METHOD 4 DESIGN PRESSURE*., ___ _ ,__. ,, ;� -86 PSF_ -_. -93.5 PSF _. -101 PSF ? -228 PSF ROW SPACING__ - ._o.c._ , _16" o.c.. 8" o.c. -- 6" O.C. FASTENER SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" ox. 12" o.c. FASTENER SIZE _.. �.- #9 #10 A _ #10 #10 Reference Data: ARCHITECTURAL TESTING, IINC.TSTID#:1527 - UL 580-06 & 1897-041 Test Report Da5893.01-450-18 05/OZ/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 1897,1rn*Design pressure margin of safety 2.1 i 41411 trip-. Locke Bowden, P.E. does not have, not will acquire a under this evaluation. Locke Bowden, P.E. is not owned, operated, or contr report. cial Int "I a �cq ` q�►'m %Wiacturing or distributing products by a& cornpari11Un-A8aCsaturer, or distributing products under this .fJ� - �.. 7�e f, r, �• r / ' 0 ' . ' FL17022.1 5V Crimp (26GA 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Buildin 2. Minimum slope to be compliant with Florida Building Code: 3. Products are compliant for State of Florida product approve 4. Engineering analysis for "project specific approval by local � 5. Fire classification is not part of this acceptance. Shear diap 6. Support framing in compliance w/FBC 2017 6th ed., Chapt Structural Loading. 7. This report does not imply warranty, installation, recommelr #9X1 #10 x SP Hex N Deck: 15132" or greater Plywood, or Wood plank g Code (FBC)2017 61h ed. Z017 6th ed., and per with Manufacturer's installation reference. d per Rule 61G20-3. Compliance Method: 1-D authorities wrurisdiction is allowed by other registered engineers. hragm values are outside this report. r 22 for Steel, Chapter 23 for Wood and Chapter 16 for product use outside of this report. fib - Min. or Min. par Table A' for Row 5-V Crimp Roof Panel i and Design Pressures ar Head wood Screws 24 318" "�I OPTIONAL SI-RIA n0NS Panel Profile Nominal12" 1 1 Nominal12" I Fasten =1/2" Min. or #10 X 1-1/2" Min. per -fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel 1/Wdth Panel Refer to Table "A" for Spacing Along Panel Overlap I Length Deck-15/32" or greater Plywood, or - Vlbod plank 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 Yield strength: 50 ksi min.; Attac Deck w/ min. 0.42 specific gravit, Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. Fastener 1(Method 1 Attachment): #9 x I 3/16" min. thru deck or 5/8" embedment requirements) i Fastener 2 (Method 2,3, & 4 Attachment) penetrate 3/16" min. thru deck or 5/8" e to meet requirements) i Underlayment: To be compliant with FBC Slope: Shall be in compliance with FBC abU 5w Noma urive Palm City, FL 34990 :BC Sec. 1507.4.2 ed to min.15/32" plywood or Wood with screws. 24" Coverage .507.4.3 -1/2" Hex -Washer Head wood screw* to penetrate into wood plank. (*or sufficient length to meet #10 x 1-1/2" Hex -Washer Head wood screw* to mbedment into wood plank. (*or sufficient length Sec. Chart 1507.1.2 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 __METHOD 2 1 METHOD 3_ ;, METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF ._ _ _ ,. - 401 PSF -228-PSF- ROW SPACING_. 16"_ox. 16" o.c._ 8" O.C. --- 6" o.c. FASTENER SPACING (ALONG Panel width) 12" o.c. J__ 12" o.c..__. 12" o.c. 12" o.c. FASTENER SIZE __ f; _ #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report DM893.01-450-18 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 under this evaluation. Locke Bowden, P.E. is not owned, operated, or can report. financial intAj :ir6e� Q` or distributing products by a& coAparNorrigilfaaturer, or distributing products under this A'r TE f �` r FL17022.1 5V Crimp (26GA ), 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Buildin 2. Minimum slope to be compliant with Florida Building Code 3. Products are compliant for State of Florida product approve 4. Engineering analysis for "project specific approval by local 5. Fire classification is not part of this acceptance. Shear diap 6. Support framing in compliance w/FBC 2017 6th ed., Chapte Structural Loading. 7. This report does not imply warranty, installation, recommer, 318" Panel Overlap #sx1 #10 ■ SP Hex V Deck: -1 MZ' or greater Plywood, or -Wood plank I Code (FBC)2017 6th ed. )17 6th ed., and per with Manufacturer's installation reference. per Rule 61G20-3. Compliance Method: 1-1) ithorities w/jurisdiction is allowed by other registered engineers. ragm values are outside this report. 22 for Steel, Chapter 23 for Wood and Chapter 16 for product use outside of this report. 1.IpO- "' Min. or 12" Min. perMle "Al for ROW 5-V Crimp Roof Panel 7g and Design Pressures ier Head Wood Screws 12" I 24" OPTIONAL STRIATIONS Panel Profile Nominal 12" Nominal 12" O.C. I O.C. Fasten -1/2" Min. or #10 X 1-1/2" Min. per -fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Wdth Refer to Table "A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or - V1bod plank Florida Building Code Online Page 1 of 2 BCIS Home I Log In I user Registration I Hot Topics I Florida �) 'r'� 'Product Approval gopr - USER: Public User Product Approval Menu > Product or Aoolicatlon Search > A •e�- FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Surcharge I Stats & Facts I Publications I FBC StaffBCIS Site Map I Links I Search -ids > Application Detail FL21553-RI Revision 2017 Validated IN Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuiltmg.com 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[ Underlayment final.Ddf Referenced Standard and Year (of S ndard) Standard Year ASTM D 226 2009 ASTM D 4533 2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method I Method 1 Option D https://www.floridabuilding.org/pr/pr�app_dtl.aspx?paratn=wGEVXQwtDgtcQ%2f8oYOL... 3/12/2018 Florida Building Code Online Page 2 of 2 Date Submitted I 02/21/2018 Date Validated 02/21/2018 Summary of Products FL # Model, Number or Name Description 21553.1 Tr[ -Built Materials Synthetic Underlayments I Mechanically attached, woven polypropylene underlayments used as alternatives to ASTM D 226, Type I and Type II. Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL21553 R1 II TBM16001.1 2017 FBC Eval Underlavment final.Ddf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of us . Evaluation Reports FL21553 R1 AE TBM16001.1 2017 FBC Eva[ Underlavment final.Ddf I Created by Independent Third Party: Yes Back Next KTi[�Iiir 3Y�i.UF]fidi�Ti[1:FFI.1lrFlIFJ�fFi%S-1i.�LFFx ��I•rc-ta:ll�sr•7oi�r_s: 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 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 I Chapter 455, F.S., please clickhsLS-. Product Approval Accepts: L0W® Credit Card Safe sCCUrlt}'METRICS' https://ww,w.floridabuilding.org/pr/pr lapp_4tl.aspx?param=wGEVXQwtDgtcQ%2f8oYOL... 3/12/2018 CREEK TECHNICAL SERVICES, Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813)480-3421 EVALUATION REPORT I 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.t(builtmaterials-groui).com Quality Assurance: Intertek Testing Services s (QUA1586) SCOPE Category: Roofing I Subcategory: Underlayments Code Sections: 1507.1.1. 1518.4 Properties. Physical properties REFERENCES Enti 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-048-02-01 B 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 I 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.1l 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 P 4533 of 20 pounds. The underayment 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 anlalternative 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 This evaluation report is provided for State of Flor Technical Services, LLC of any product changes c This evaluation report does not express nor imply specifically addressed herein. FL21553-R1 Page 1 of 3 a product approval under Rule 61 G20-3. The manufacturer shall notify CREEK quality assurance changes throughout the duration for which this report is valid. iarranty, installation, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC APPLICATION INSTRUCTIONS TRI-BUILT MATERIALS GROUP Synthetic Underlayments 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 (Non-HVHZ): Allowable roof coverings Underlayment shall (HVHZ): panels and shingles, LIMITATIONS roof systems as prescribed in FBC Section 1507.1.1. used with mechanically attached asphalt shingles, metal roof mposite shingles and wood shingles and shakes 1) Fire Classification is not within the scope Hof 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, anI free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and or prior to underlayment application. Roof slope limitations shall be in accordance with FBC requirements. 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. The underlayment may be used as described in other current FBC product approval documents. Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. The underlayment shall not be installed over existing roof coverings. The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. TBM16001.1 This evaluation report is provided for State of Technical Services, LLC of any product chant, This evaluation report does not express nor ii specifically addressed herein. ' FL21553-RI Page 2 of 3 rida product approval under Rule 61G20-3. The manufacturer shall notify CREEK or quality assurance changes throughout the duration for which this report is valid. warranty, installation, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TRI-BUILT MATERIALS GROUP Synthetic Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referencedldocuments submitted by the named manufacturer. `��trttalllU��i No 74021 ' : 3 :. STATE OF A,4 O R,OP, NamN CERTIFICATION OF INDEPENDENCE ` 13:42:11 . -05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, i financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or Zachary R. Priest, P.E. does not have, nor will acquire, a financial Zachary R. Priest, P.E. does not have, nor will acquire, a financial TBM16001.1 This evaluation report is provided for State of Flc Technical Services, LLC of any product changes This evaluation report does not express nor impl specifically addressed herein. by any company manufacturing or distributing products under this evaluation. in any company manufacturing or distributing products under this evaluation. in any other entity involved in the approval process of the product. END OF REPORT FL21553-Rl Page 3 of 3 da product approval under Rule 61 G20-3. The manufacturer shall notify CREEK r quality assurance changes throughout the duration for which this report is valid. warranty, installation, recommended use, or other product attributes that are not CREEK17520 Certificate of Authorization 29824 Edinburgh Drive Tampa, FL 33647 (813) 480-3421 TECHNICAL SERVICES, LL.0 EVALUATION REPORT I 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 I Quality Assurance: Intertek Testing Services (QUA1586) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4 Properties: Physical properties REFERENCES En& Report No. Standard Year Intertek Testing Services (TST1585) 102074565COQ-004 AC 188' 2012 Intertek Testing Services (TST1585) 102074665COQ-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-048-02-01 B ASTM D 226 2009 PRI Construction Materials Technologies (TST5878) 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 I Tri-Built Synthetic 10 A mechanically attac�ed, 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 altemative 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. I 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.l 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 I D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long; TBM16001.1 I 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,iquality 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. 1 CREEK TECHNICAL SERVICES, LLC APPLICATION INSTRUCTIONS TRI-BUILT MATERIALS GROUP Synthetic Underlayments Deck Type: The.roof deck shall be bonstructed of closely fitted, solid sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. New construction in the H IHZ 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 (Non-HVHZ): Allowable roof coverings Underlayment shall (HVHZ): panels and shingles, LIMITATIONS 1) Fire Classification is not within the scope 2) Wind uplift resistance is not within the sc 3) Installation of the evaluated product shall application instructions. Where discrepi compliant installation detail shall prevail. 4) Deck substrates shall be clean, dry, am shall be checked for protrusion and corre 5) Roof slope limitations shall be in accorda 6) All underlayments shall be installed withl in success courses installed up the deck 7) The underlayment may be used as descr 8) Roof coverings shall not be adhered dii fastened through the underlayment to the 9) The underlayment shall not be installed i 10) The underlayment shall be exposed on kl 11) All products listed in this report shall be Rule 61G20-3. TBM16001.1 This evaluation report is provided for State of Flora Technical Services, LLC of any product changes c This evaluation report does not express nor imply specifically addressed herein. roof systems as prescribed in FBC Section 1507.1.1. used with mechanically attached asphalt shingles, metal roof mposite shingles and wood shingles and shakes this evaluation. B of this evaluation. rmply with this report, the FBC, and the manufacturer's published ;ies exist between these sources, the more restrictive and FBC i free from any irregularities and debris. All fasteners in the deck cted prior to underlayment application. nce with FBC requirements. the roll length parallel to the eave, starting at the eave, and lapped in a manner that effectively sheds water from the deck. ibed in other current FBC product approval documents. -ectly to the underlayment. Roof coverings shall be mechanically roof deck. aver existing roof coverings. ie roof deck for a maximum 30 days unless otherwise stated. ianufactured under a quality assurance program in compliance with FL21553-Rl Page 2 of 3 a product approval under Rule 61G20-3. The manufacturer shall notify CREEK quality assurance changes throughout the duration for which this report is valid. iarranty, installation, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TRI-BUILT MATERIALS GROUP Synthetic Underlayments The products evaluated herein by Zachary R. Priest,F.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced, documents submitted by the named manufacturer. ��uunhi p�-*i .`�;'VPG•� �'\ G E NSF. ��!•• No 74021 J =b: • Z �� '.• STATE OF Al 41 4 S % iP;� % CERTIFICATION OF INDEPENDENCE 13:42:11 -05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, i financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or contn Zachary R. Priest, P.E. does not have, nor will acquire, a financial Zachary R. Priest, P.E. does not have, nor will acquire, a financial TBM16001.1 This evaluation report is provided for State of Florid Technical Services, LLC of any product changes or This evaluation report does not express nor imply v specifically addressed herein. by any company manufacturing or distributing products under this evaluation. est in any company manufacturing or distributing products under this evaluation. est in any other entity involved in the approval process of the product. END OF REPORT FL21553-R1 Page 3 of 3 t product approval under Rule 61G20-3. The manufacturer shall notify CREEK luality assurance changes throughout the duration for which this report is valid. arranty, installation, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, EVALUATION REPORT Manufacturer: Quality Assurance SCOPE TRI-BUILT Materials 9050 Louisiana Stree Merrillville, IN 46410 (800) 516-1485 Intertek Testing Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4 Properties: Physical properties REFERENCES (QUA1586) Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE 6TH EDITION (2017) Issued February 21, 2018 Entity Report No. Standard Year Intertek Testing Services (TST1585) 102074665COQ-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-048-02-01 B 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.I Tri-Built Synthetic 26 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 I 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 lalternative to ASTM D 226, Type I and Type II with a minimum tear strength per AST� 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 AS D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. TBM16001.1 This evaluation report is provided for State of Flor Technical Services, LLC of any product changes c This evaluation report does not express nor imply specifically addressed herein. FL21553-RI Page 1 of 3 a product approval under Rule 61 G20-3. The manufacturer shall notify CREEK quality assurance changes throughout the duration for which this report is valid. warranty, installation, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC APPLICATION INSTRUCTIONS TRI-BUILT MATERIALS GROUP Synthetic Underlayments 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 HVrZ 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 installa,tion 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 1618.2. Allowable roof coverings Mechanically attached roof systems as prescribed in FBC Section 1507.1.1. (Non-HVHZ): Allowable roof coverings Underlayment shall fie used with mechanically attached asphalt shingles, metal roof (HVHZ): panels and shingles,lcomposite 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 I directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment toithe 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 I FL21553-R1 Page 2 of 3 This evaluation report is provided for State of Technical Services, LLC of any product thane This evaluation report does not express nor ii specifically addressed herein. rida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK or quality assurance changes throughout the duration for which this report is valid. warranty, installation, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TRI-BUILT MATERIALS GROUP Synthetic Underiayments The products evaluated herein by Zachary R. Priest, IP.E. have demonstrated compliance with the Florida Building Code, 6►' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. p�%, 2018.02.21 •� • •;, GE NsF •••��, u, .- ,,,�tiP• No 74021 13.42.11 -05'00' :53 '.• STATE OF 4u ��,�T••.;A�� R. Priest, P.E. P•J* -: Zachary �,�s'•• R C? % �� Florida Registration No. 74021 S/0N% Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, i financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or Zachary R. Priest, P.E. does not have, nor will acquire, a financial Zachary R. Priest, P.E. does not have, nor will acquire, a financial TBM16001.1 This evaluation report is provided for State of Florida Technical Services, LLC of any product changes or q This evaluation report does not express nor imply we specifically addressed herein. by any company manufacturing or distributing products under this evaluation. est in any company manufacturing or distributing products under this evaluation. in any other entity involved in the approval process of the product. .ND OF REPORT FL21553-R1 Page 3 of 3 ict approval under Rule 61 G20-3. The manufacturer shall notify CREEK assurance changes throughout the duration for which this report is valid. installation, recommended use, or other product attributes that are not