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HomeMy WebLinkAboutAPPROVED unlocked DOC061121 (1) Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 7T"EDITION(2020) Manufacturer: ATLAS ROOFING CORPORATION Issued August26, 2020 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770)612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Franklin, OH Quality Assurance: PRI Construction Materials Technologies, LLC (QUA9110) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Edition: Florida Building Code,7`n Edition (2020)including High-Volocity Hurricane Zones(HVHZ) Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain PRODUCT DESCRIPTION Legend (Ardmore) ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. 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, Franklin & architectural asphalt shingle with a dashed, thermally-activated, self-sealing sealant Meridian) 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, Franklin &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. ATL13002.9 FL 16305-R9 Page 1 of 11 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 ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC StormMasterg Slate ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated (Ardmore) architectural modified asphalt shingle with two,dashed,thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) ATL-079-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-104-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-106-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-109-02-01 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-116-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-118-02-01 ASTM D 3462 201 OA PRI Construction Materials Technologies(TST5878) ATLA 19-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-123-02-01 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-125-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-132-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-133-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-135-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-136-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-143-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-144-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-151-02-01 ASTM D 3462 201 OA PRI Construction Materials Technologies(TST5878) ATL-162-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-167-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) ATL-168-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-169-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-170-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-171-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-172-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-174-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-184-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-185-02-01 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-187-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-220-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-220-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-220-02-03 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-220-02-04 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-221-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-221-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-221-02-03 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-221-02-04 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-222-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-222-02-02 TAS 100 1995 ATL13002.9 FL 16305-R9 Page 2 of 11 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 Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) ATL-222-02-03 ASTM D 316l 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-222-02-04 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-223-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-223-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-223-02-03 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-223-02-04 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-224-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-225-02-01 ASTM D 3462 201 oA PRI Construction Materials Technologies(TST5878) ATL-225-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-225-02-03 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-225-02-04 ASTM D 7158 2019 CREEK Technical Services LLC(ANE11669) ATL13002.7 Calculations 2018 ATL13002.9 FL 16305-R9 Page 3 of 11 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 INSTALLATION Legend Basic Wind Speed (V u): Max. 194 mph Basic Wind Speed (Veld): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation(HVHZ): Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installation (Non-HVHZ): Installed with 5-inch 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. L, 1 Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) ,: . E - E . .� TO Figure 2. Legend 6 Nail Pattern ATL13002.9 FL 16305-R9 Page 4 of 11 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 ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC GlassMaster®30 & Basic Wind Speed (Vui,): Max. 194 mph Tough-Master@ 20 Basic Wind Speed (Vase): Max. 150 mph Deck(HVHZ): 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. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-inch 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. 4 y Mails sees "M 14 I � t Figure 3. GlassMaster®30 $Tough-Master@ 20 4 Nail Pattern (Non-HVHZ only) Nails 5 5I�1" m____ 12.. .... ,r __ 12". Figure 4. GlassMaster®30&Tough-Master®20 6 Nail Pattern ATL13002.9 FL 16305-R9 Page 5 of 11 This evaluation report is provided for Slate 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 ProLAMT'" Architectural Basic Wind Speed (Vu¢): Max. 194 mph Basic Wind Speed (Vmd): Max. 150 mph Deck(HVHZ): 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. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): 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. Installation (Non-HVHZ): 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. ,,IVGLE q" SEALANT LlkE PAT E=r_N LENGTH U\: I (iFF L. VTIIW PRE>�' I 1 I _I I I i Figure 5. ProLAMT" Architectural Shingle 4 Nail Pattern (non-HVHZ only) 4" =I%GLE i>' SE L HT LC'E PATE L NUH ON I C FF 11..� i _ 1 � L1 .au.o i 2 i I I Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.9 FL 16305-R9 Page 6 of 11 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 Pinnacle®Pristine& Basic Wind Speed (V,¢): Max. 194 mph StormMaster®Shake Basic Wind Speed (Vey): Max. 150 mph Deck(HVHZ): 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. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation(HVHZ): 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. Installation (Non-HVHZ): 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. / =EPEE :S" SE LAV LI^,E =ATTPs. TOP: I LENGTH 911 3 GFF Lb'CTfUSb. I' LENGTH ON: I' uFF i i i IMP i f�,� i i i i i i "Ii i i i Figure 7. Pinnacle®Pristine and StormMaster®Shake 4 Nail Pattern (Non-HVHZ only) ➢o.,RLE %" SEAU,T ME PATTERN TGP: I LL IGTN ON: 3 611 d970',,. I" LENGTH ;M I" CFF %•'f I ivi I`I.. 1 rE Figure 8. Pinnacle® Pristine and StormMaster®Shake 6 Nail Pattern ATL13002.9 FL 16305-R9 Page 7 of 11 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 StormMasterg Slate Basic Wind Speed (V,u): Max. 194 mph Basic Wind Speed (V,w): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation(HVHZ): Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 8.5 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. 9" LU, j Figure 9. StormMaster®Slate 4 Nail Pattern 1" L U 9" Figure 10. StormMaster@ Slate 6 Nail Pattern ATL13002.9 FL 16305-R9 Page 8 of 11 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 ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC Pro-Cut®Starter Strip Basic Wind Speed (V�'uit): Max. 194 mph Basic Wind Speed (Vas ): Max. 150 mph Deck(HVHZ): 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. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installation (Non-HVHZ): Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. f ll8i t-li2'+;scu iGl Yani_t+n r Figure 11. Pro-Cut®Starter Strip ATL13002.9 FL 16305-R9 Page 9 of 11 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. AATLAS ROOFING CORPORATION CREEK Asphalt Shingles TECHNICAL SERVICES, LLC Pro-Cut®Hip&Ridge Basic Wind Speed (V,i,): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): 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. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturers 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 1 if. ..__. .... 12" 6" i i L_-___. Figure 12. Pro-Cut® Hip & Ridge ATL13002.9 FL 16305-R9 Page 10 of 11 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 14 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 information are provided based on testing. FBC requirements for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation. 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 R C with a building mean roof height of 60-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 manufacturer's 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 Florida Building Code, 7" Edition (2020)including High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. ,,o`XPRY IR't11 P� -' 2020.08.2 J�QG�'• N e'. GE ti sF I 6 14.26.43 No 74021 ((/ � STATE OF .'UJ -04'00' 11 O R tO••'(j� ` Zachary R. Priest, P.E. SS/ONA -E0%%%%'% Florida Registration No. 4021 Fl 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 ATL13002.9 FL 16305-R9 Page 11 of 11 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.