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Home My WebLink AboutPRODUCT APPROVAL ROOFING ASPHALT SHINGLESFlorida Building Code Online Page 1 of 2 z. CpM3 Dapar n°nt� BCIS Home Log In l User Registration Hot Topics Submit Surcharge I Stats & Facts j Publications FBC Staff BCIS Site Map f Links Search Busines �� Raa product Approval Profiessial z' - USER: Public User Regulation E C- V D Product Approval Menu > Product or Application Search > Application List > Application Detail 6 fl IE tl E n ��.... FL # FL16305-R3 DEC(� ry D12 201C Application Type Revision Code Version 2014 PER M1171ING Application Status Approved St. Lucie County, FL Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770) 946-4571 mcoll i ns@ atlasroofi ng. com Authorized Signature Meldrin Collins mcol I i ns@atlasroof i ng.com Technical Representative Ed Todd Address/Phone/Email 2000 Riveredge Pkwy Suite 800 Atlanta, GA 30328 (770) 933-4477 etoddCm atl asroofi ng. com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden R Validation Checklist - Hardcopy Received Certificate of Independence FL16305 R3 COI ATL13002 3 2014 FBC Product Evaluation Shinoles- Finalodf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 'File ®or Equivalence of Product Standards LA. �. "'" • Certified By https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUl j3NlTGPI... 7/1/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/19/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/22/2015 Date Revised 06/28/2015 Summary of Products FL # Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions FL16305 R3 11 ATL13002.3 2014 FBC Product Evaluation Approved for use in HVHZ: Yes Shingles- Final. odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL16305 R3 AE ATL13002 3 2014 FBC Product Evaluation Shingles -Final Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-9013 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 here . Product Approval Accepts: Im ® eChsG M https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUI j3N1TGPI... 7/1/2015 CREEK Technical Services, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) CrnpF Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 2014 FLORIDA BUILDING CODE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain RFFFRFNr-FS Enti PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Report No. ATL-079-02-01 ATL-083-02-01 ATL-086-02-01 Rev 1 ATL-104-02-01 ATL-106-02-01 ATL-106-02-01 Rev 1 ATL-107-02-01 ATL-107-02-01.1 ATL-109-02-01 ATL-116-02-01 ATL-118-02-01 ATL-119-02-01 ATL-123-02-01 ATL-125-02-01 ATL-127-02-01 Rev 1 ATL-132-02-01 ATL-133-02-01 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-143-02-01 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 PRI Construction Materials Technologies (TST5878) ATLA68-02-01 Standard ASTM'D 3161 TAS 107 TAS 100 ASTM D 3462 ASTM D 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 TAS 100 TAS 100 ASTM D 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 7158 TAS 100 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 Issued April 19, 2015 Year 2009 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 2008d 2008d 2009 1995 2009 1995 2009 1995 2009 2009 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATL13002.3 FL 16305-R3 Page 1 of 8 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. �- ATLAS ROOFING CORPORATION Asphalt Shingles REEK CREEK Technical Services, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRODUCT DESCRIPTION GlassMaster@30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, (Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, (Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a (Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, (Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTm Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle@ Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle@ Pristine architectural asphalt shingle with two dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. (Dangerfield, Hampton & Meridian) StormMaster@ Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Dangerfield) architectural modified asphalt shingle with two dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. INSTALLATION GlassMaster@ 30 & Basic Wind Speed (V i,): Tough -Master@ 20 Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-5/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or"6 Nail Pattern" detailed below. ATL13002.3 FL 16305-R3 Page 2 of 8 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 ' Technica I Services, LLC ATLAS ROOFING CORPORATION Asphalt Shingles y n §6➢! eeei '.bee! ®. e• am: • A =e rJ, T Y Figure 1. GlassMaster® 30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only) 36" T Nails n ®t � "a I sue[ tale � eew !: eew eew � 12" � �Q 12" Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern ATL13002.3 FL 16305-R3 Page 3 of 8 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 Technical Services, LLC ProLAMTm Architectural Basic Wind Speed (Vuit): Basic Wind Speed (V.,d): Deck (HVHZ): Deck (Non-HVHZ): . Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 39 3M" Min. 12 ge, gaNenized roofing nail withnun:3/3",head 112• r 12�.P O CD O OO O O O O O O O n 6114 n n Figure 3. ProLAMT"^ Architectural Shingle 4 Nail Pattern (non-HVHZ only) 39 Y9• Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.3 FL 16305-R3 Page 4 of 8 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. ye CREEK Technical Services, LLC Pinnacle@ Pristine & Basic Wind Speed (Vu,t): StormMaster@ Shake Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 393V Mm. 12 9.. gdvaidzed rac9n9 nso wM ndn.3lB• heed � TYP i I iR �1 C3 CJ C7 C J;s C =1 s• 3 � � � 1+ ! 1t � Figure 5. Pinnacle® Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HVHZ only) Figure 6. Pinnacle® Pristine and StormMaster@ Shake 6 Nail Pattern ATL13002.3 FL 16305-R3 Page 5 of 8 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 Technical Services, LLC Pro -Cut® Starter Strip Basic Wind Speed (V„ u): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. 36' ---__--.-- Ha peen 12 ga..1=1/2" ringshank nail. } -t Ia• I I 'o u Figure 7. Pro -Cut® Starter Strip ATL13002.3 FL 16305-R3 Page 6 of 8 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. t CREEK Technical Services, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (V it): Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12' 12 ga. 1-1/2" ring I shank nail I I / j• r 12" �er r Figure 7. Pro -Cut® Hip & Ridge ATL13002.3 FL 16305-R3 Page 7 of 8 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 � � � � ATLAS ROOFING CORPORATION Asphalt Shingles Technical Services, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) 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. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. W11► 11.R 1l11 A��i E NS� F 2015.04.1 No 74021 a....... STATE OF _04t00' O R `.Q.T N_,�. %`Zachary R. Priest, P.E. Florida Registration No. 74021 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 ATL13002.3 FL 16305-R3 Page 8 of 8 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. Florida Building Code Online Page 1 of 2 vh, t 4 D900=1 _ EMS Home Log In User Registration j Hot Topics Submit Surcharge I Stats & Facts' j Publications I FBC Stag BCIS site Map ( Links search bF0`a `ProductApproval P USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail «f FL # FL5680-R18 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (800)766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen I i ndareith @tri n ityerd.com Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.com PER.'0I1-T'ING St. Lucie County, FL Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof Syste Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/22/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5680 R18 COI 2017 01 COI Nieminen_odf Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 FM 4470 1992 FM 4474 2004 TAS 114 2011 Equivalence of Product Standards copav Certified By �.��pp V https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt45HI a2AP3IyZlwD... 8/24/2017 Florida Building Code Online Page 2 of 2 Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 04/13/2017 Date Validated 04/13/2017 Date Pending FBC Approval 04/14/2017 Date Approved 06/13/2017 Summary of Products FL # Model, Number or Name Description 5680.1 GAF Modified Bitumen Roof SBS and APP Modified Bitumen Roof Systems Systems Limits of Use Approved for use in HVHZ: No Installation Instructions FL5680 R18 11 2017 04 FINAL Al ER GAF MB FL5680- R18.pdf Verified By: Robert Nieminen PE-59166 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-465 Created by Independent Third Party: Yes Other: 1.) The DP noted herein pertains to one specific system. Refer to the ER Appendix for all systems and max. Evaluation Reports FI 5680 R18 AE 2017 04 FINAL ER GAF MB FL5680- R18.1)df design pressures. 2.) Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes Back Next nta t Us :: 2601 Blair Stone goad. FL 32399 Phone- 850-487-1826 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 smalls 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: ® E M 0 0 4ECUSli1 bt f•`ri'tTCa https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt45H1 a2AP3IyZ1wD... 8/24/2017 QOTRI.NITYIERD Table Deck Application Type Description Page 1A Wood New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 1 B-1 Wood New, Reroof (fear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 1 B-2 Wood New, Reroof (Tear -Off), Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 9-12 1C Wood New, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 13 1 D Wood New, Reroof (fear -Off), Recover C Mech. Attached Insulation, Bonded Roof Cover 13 1 E Wood New, Reroof (Tear -Off), Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 14 1 F-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 14-15 1 F-2 Wood New, Reroof (fear -Off), Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16 2A-1 Steel or Structural concrete New, Reroof (Tear -Off), Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 17-22 2A-2 Steel or Structural concrete New, Reroof (fear -Off), Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 23 2B-1A Steel or Structural concrete New, Reroof (fear -Off), Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 24-32 213-1 B Steel or Structural concrete New, Reroof (fear -Off), Recover C-1A Thermal Barrier with Vapor Barrier, Mech. Attached Insulation, Bonded Roof Cover 33 213-2 Steel or Structural concrete New, Reroof (Tear -Off), Recover C-2 Bonded and Mech. Attached Insulation, Bonded Roof Cover 33 2C Steel or Structural concrete New, Reroof (fear -Off), Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 34-37 3A-1 Structural concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover (Base Insulation Layer Only) 38-40 3A-2 Structural concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover (Base and Top Insulation Layers) 41-49 3B Structural concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 49 4A LWIC New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 50-51 413 LWIC New or Reroof (Tear -Off) A-2 Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 4C LWIC New, Reroof (fear -Off) E Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover 53-56 4D LWIC New, Reroof (fear -Off) F Non -Insulated, Bonded Roof Cover 56 5A CWF New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 57 5B CWF New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 58 5C CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 59 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 60 613 Gypsum Reroof (fear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 60 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 60 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 61 7A-1 Various Recover A-1 Bonded Insulation, Bonded Roof Cover (Base Insulation Layer Only) 62-70 7A-2 Various Recover A-1 Bonded Insulation, Bonded Roof Cover (Base and Top Insulation Layers) 71-85 The following notes apply to the systems outlined herein: The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report 01506.11.04-R18 for FIL5680-1118 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION;I;AF Modified Bitumen Roof Systems Revision 18: 04/12/2017 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Appendix 1, Page 1 of 85 ➢ Steel: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only); Drill-Tec ASAP 3S; Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate; Drill-Tec Extra Heavy Duty ASAP Roofing Fastener - Insulation. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only) or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate. Minimum 1-inch embedment into pilot hole in accordance with the fastener manufacturer's published installation instructions. F- 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral wool roof board that meets the QA requirements of F.A.C. Rule 61G20.3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. VersaShield® Solo- Fire -Resistant Slip Sheet may be used as a non -load -bearing, fire -barrier slip -sheet component within any system outlined herein. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt: Full coverage at 25-30 Ibs/square ➢ OMG OlyBond 500 (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. using PaceCart or SpotShot. Note: OlyBond Classic or OlyBond 500 Green may be used where OlyBond 500 is referenced. ➢ GAF LRF Adhesive M (LRF-M): Continuous 1-inch wide ribbons, 12-inch o.c ➢ Millennium One -Step Foamable Adhesive (M-OSFA): Continuous 1-inch wide ribbons, 12-inch o.c. ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3-inch wide ribbons,12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boardjoints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. ➢ Hot asphalt: MDP -240.0 psf (Min. 0.5-inch thick) ➢ OlyBond 500 (013500): MDP -292.5 psf (Min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) ➢ OMG OlyBond 500 (OB500): MDP -485.0 psf (Min. 0.5-inch thick EnergyGuard RA) ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP -117.5 psf (Min. 1.0-inch thick) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD-1. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1.29 (January 2016) for Zone 2/3 enhancements. 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 11. For existing substrates in a bonded recover installation, the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or ANSI/SPRI IA-1. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 01506.11.04-R18 for FL5680-R18 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION; GAF Modified Bitumen Roof Systems Revision 18: 04/12/2017 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Appendix 1, Page 2 of 85 1"TRINITYIERD 12. - For Recover Applications using System Type D, the insulation is optional. Alternatively, min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or EnergyGuard Ultra, Structodek High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation, EnergyGuard NH HD Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board may be used as a separator board prior to base sheet installation. The existing roof system shall be suitable for a recover application. The separator component shall be documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover in Recover applications. 13. Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top- coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. 14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Reference `. ;' tapeF ' IlAateiial' ";, . ;' Applieatio BP -AA Base: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet Hot asphalt at 25 Ibs/square. Ply: One or more plies GAFGLAS Ply 4, Tri-Ply Ply 4, GAFGLAS FlexPly 6 (Base/ Ply sheets, Asphalt -Applied) BP -CA Matrix-102 SBS Membrane Adhesive (Base/ Ply sheets, Cold -Applied) Base: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet (formerly known as TOPCOAT MATRIX 102 SBS Membrane Adhesive) at 1.5 gal/sq. B-LL (Base sheet, Loose -Laid) Base: GAFGLAS Stratavent Perforated Venting Base Sheet Loose laid Base or Ply: One or two plies Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, Ruberoid Mop Plus Smooth Ruberoid 30 Granule, Ruberoid 30 Granule FR, Ruberoid EnergyCap 30 Granule FR, Ruberoid Mop Smooth, Ruberoid Mop SBS-AA Hot asphalt at 25 Ibs/square. (SBS, Asphalt -Applied) Cap: Smooth 1.5, Ruberoid Mop Plus Smooth, Ruberoid Mop Granule FR, Ruberoid Mop Granule, Tri-Ply SBS Granule, Intec Flex PRF, Ruberoid Mop Plus Granule FR, Ruberoid Mop Plus Granule, Ruberoid EnergyCap Mop Plus Granule FR SBS-CA Base or Ply: Ruberoid 20 Smooth Matrix'" 102 SBS Membrane Adhesive (SBS, Cold -Applied, Matrix'" 102 SBS (formerly known as TOPCOAT MATRIX 102 Cap' Ruberoid 30 Granule FR, Ruberoid EnergyCap 30 Granule FR, Ruberoid Mop Granule FR, Ruberoid Mop Plus Granule FR, Membrane Adhesive) Ruberoid EnergyCap Mop Plus Granule FR SBS Membrane Adhesive) at 1.5 gal/sq. Matrix'" 101 Premium SBS Membrane SBS-CA-1 Base: Ruberoid 20 Smooth or Ruberoid Mop Smooth 1.5 Adhesive (formerly known as TOPCOAT (SBS, Cold -Applied, Matrix-101 MATRIX Majorbond Modified Bitumen Premium SBS Membrane Adhesive) Cap: Ruberoid 30 Granule FR, Ruberoid EnergyCap 30 Granule FR, Ruberoid Mop Plus Granule FR, Ruberoid EnergyCap Mop Membrane Adhesive) at 1.5 —2.0 Plus Granule FR gal/square SBS-TA Base or Ply: One or two plies Ruberoid HW 25 Smooth, Ruberoid HW Smooth Cap: Ruberoid HW Granule, Ruberoid HW Granule FR, Ruberoid HW Plus Granule, Ruberoid HW Plus Granule FR, Ruberoid (SBS, Torch -Applied) EnergyCap HW Plus Granule FR Torch applied Base or Ply: One or two plies Ruberoid Torch Smooth, Tri-Ply APP Smooth APP-TA (APP, Torch -Applied) Cap: Ruberoid Torch Granule, Tri-Ply APP Granule, Ruberoid Torch Plus Granule FR, Ruberoid EnergyCap Torch Granule FR, Ruberoid EnergyCap Torch Plus Granule FR SBS-SA (self -adhering) Base or Ply: Liberty SBS Self -Adhering Base/Ply Sheet Self -adhered Cap Liberty SBS Self -Adhering Cap Sheet Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report 01506.11.04-R18 for FL5680-R18 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION; GAF Modified Bitumen Roof Systems Revision 18: 04/12/2017 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Appendix 1, Page 3 of 85 TTRINITYIERD ` TABLE 1F t WOOQ DECKS `NEW CONSTRUCTION oR [tER00F:(i aaAFl)-^ SYSTEM TYPE E NON=INSULATED, MECHANICALY:'FASTEDED BASE -SHEET, BONDED 1t00F CODER System Base Sheet Roof Cover (Note 14) MD P No. Dedt (Note 1) (psf) Type Faster Attachment Ply Cap Min. 19/32-inch GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent 32 ga., 1-5/8-inch dia. tin 9-inch o.c. at min. 4-inch laps and 9-inch (Optional) W-51. plywood at max. Eliminator Nailable Venting Base Sheet, Ruberoid 20 Smooth, caps with 11 ga. annular o.c. in two, equally spaced, staggered APP-TA APP-TA -60.0 24-inch span Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5 ring shank nails center rows Min. 19/32-inch GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 4-inch laps and 8-inch (Optional) W-52. plywood at max. Eliminator Nailable Venting Base Sheet, Ruberoid 20 Smooth, caps with 12 ga. annular o.c. at three, equally spaced, staggered BP -AA, SBS- SBS-AA -75.0 24-inch span Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5 ring shank nails center rows AA Min.19/32-inch GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent 32 ga., 1-5/8-inch dia. tin 7-inch o.c. at min. 4-inch laps and 7-inch BP -AA, SBS- SBS-AA, SBS-TA, W-53. plywood at max. Eliminator Nailable Venting Base Sheet, Ruberoid 20 Smooth, caps with 11 ga. annular o.c. in three, equally spaced, staggered AA SBS-CA, 82 5 24-inch span Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5 ring shank nails center rows APP-TA o � N _ Min. 19/32-inch 32 ga., 1-5/8-inch dia. tin 9-inch o.c. at min. 4-inch laps and 9-inch (Optional) W-54. plywood at max. Liberty SBS Mechanically Attached Base Sheet caps with 11 ga. annular o.c. in two, equally spaced, staggered SBS-SA SBS-TA SBS-TA or -37.5 24-inch span ring shank nails center rows APP-TA Min.15/32-inch 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 3-inch laps and 8-inch (Optional) SBS-SA, W-55. plywood at max. Liberty SBS Mechanically Attached Base Sheet caps with 11 ga. annular o.c. in three, equally spaced, staggered SBS-SA SBS-TA or -45.0 24-inch span ring shank nails center rows APP-TA Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION; GAF Modified Bitumen Roof Systems Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Evaluation Report 01506.11.04-R1.8 for F1.5680-1118 Revision 18: 04/12/2017 Appendix 1, Page 15 of 85 Nov 22 2017 21:49 PAUL STAHL 7726008099 P.5 Branch#: 7d-',A i % iP ` Home Phone #: Customer Nary= L Cell Phone#: B Work Phone##: Job Address: �?tJ �f"�"� Email Address: roe9 _ Drop Location: Colt' 9p code Dumpster Location: Spec Sheet Job #t: ASPHALT ROOF SHINGLES SPECIALTY ROOF Brand Product Brand Product Flat Roof GAF Glenwood GAF American Harvest EPDM - 60 mil GAF Camelot GAF Timberline Natural Shadow TPO - 60 mil GAF Grand Canyon GAF Timberline Cool Series SBS 2-Ply Modified Bitumen GAF Sienna GAF Royal Sovereign towSlope Roof GAF Woodland OC TruDefinition Duration Brand: GAF Monaco OC TruDefinition Oakridge color: 4A"Br-- GAF Camelot II OC Oakridge GAF Grand Sequoia OC Supreme Tile Roof GAF Siatetine -, s r./ ar4nd; GAF Timberline HD t°then) 3ryle: may~ GAF Timberline Ultra HD Color: %It.✓ oiWl f % color: ASPHALT ROOF'sYSTEM INSTALLATION WARRANTY Advanced Protection - 25 Years Ten (10) Years � Two (2) Years Color. Soffit Vent Vented Drip Edge Wells Ridge Vent are 0 Paod v.rdae Cricket Turbine Vent Addl, Stories Low Profile Poor Access Dormer Vent Steep Charge Replace Fascia clot louawe: or meld fleaNnary7rinnareeNS 3 fasdo b be In�fnued aM my other cpacai mlreidemtlme nne.�ee am, ereozidno rnnditers (Wain m war a4 bwRd damagrb 9utterG del end yAt ftXkftS bebVC M rotled or damaged wood Is discovered AFTER removing the codsling roofing, or could roe be ider0led at the time or sale. there will be an additional charge of $ per sheet of 4xe sheathing and/or S _ per 9naar foot or dimensiarml lumber r fascia t planking. »„ additional layers of roofing are discovered AFTER removing the first layer, or could W be Identified at time of sale, to remove each additional layer based on product to he removed: $ �r sq. far composition shingles, $ Per sq. for wood shirtglas and $ oar sq_ tar low slope roofing. i nave reviewed and agree with the job specifications described anove, and have reviewed and agree vMh the Special Terns and CondMbns hated on the reverse side of the Mellow tQsiomer) copy of this Spec Sheet. Date. 0145,1e White -The Kane Depot Ye➢owLustomar THW"