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Home My WebLink AboutProduct Approval - Shingles Florida Building Code Online 9/9/20, 6:31 PM Business • ProfessionalRegulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search ba Product Approval RECEIVED r 4 USER:Public User SEP 1 4 2010 Prcduct Approval Menu>Product or Applicanon Search>3pphcation List>Application Detail Permitting Department • FL# FL18355-R5SECRETARY 5t.Lucie County Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products LLC Address/Phone/Email PO Box 97 Galena, KS 66739 (417) 624-6644 Ext 2305 kerri_eden@tamko.com V0 Authorized Signature Kerri Eden �n ® kerri_eden@tamko.com f� Technical Representative Kerri Eden K, Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 �G �� kerri_eden@tamko.com V Quality Assurance Representative Address/Phone/Email cofly Category Roofing �d !V� 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 LIL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL18355 R5_C0I TBP15001.5 2017 FBC Eval Report Shingles final.od Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKkMlf%2br3jwmC7g7d%2b7hEyTQ%3d%3d Page 1 of 2 Florida Building Code Online 9020,6:31 PM ASTMD D 7158 2011 r r TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R _Eauiv UL letter for standards for FBC 2017.2df Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/11/2020 Date Validated 02/11/2020 Date Pending FBC Approval 02/16/2020 Date Approved 04/07/2020 Summary of Products FL S Model,Number or Name Description 18355.1 Elite Glass-Seal, Heritage, Heritage ASTM D 3462 asphalt shingles and hip and ridge shingles Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use _ Installation Instructions Approved for use in HVHZ: Yes FL18355_K_U_TBP15001.5 2017 FBC Eval Report Shingles Approved for use outside HVHZ:Yes finaLp_df Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL18355 R5 AE TBP15001.5 2017 FBC Eval Report Shingles fiaal..wdf Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not went 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 dick bar_ Product Approval Accepts: ® ® ® eCE Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXowtDquvosrHazGXQW83MPT3uofKkMlf%2br3iwmC7g7d%2b7hEyTQ%3d%3d Page 2 of 2 Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6'"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS LLC Issued February 10, 2020 198 Four States Drive Galena, KS 66739-0097 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) OBCA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001.5 FI-18355-R5 Page 1 of 10 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 TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick&Joplin) asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Frederick& reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg) complying with ASTM D 3462. Heritage®Vintage® 17-1/2"x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas &Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.5 FL18355-R5 Page 2 of 10 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 TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal®(Frederick&Joplin) Basic Wind Speed (Vint): . 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): In accordance with FBC requirements; Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-1/8 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 5-1/8-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. f— 12" 12" 12"—•-; a f ----------- — ------•--- — — ----------- — )—Nail Zone 00 LI? Exposure + ` 36" Figure 1. Elite Glass-Seal 4 Nail Pattern (Non-HVHZ only) 13-1/2"— x--13-1/21—►I 10-1/2"-- 9" f-10-1/2"—►1 -------- - -:` .a:. — —— . Nail Zone ei OC 00 r 5-1,'8" �6I `n Exposure f T >3 36" Figure 2. Elite Glass-Seal 6 Nail Pattern TBP15001.5 FL18355-R5 Page 3 of 10 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 TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®(Dallas, Frederick, Joplin, Phillipsburg &Tuscaloosa) Heritage®Premium (Frederick& Phillipsburg) Heritage®Woodgate (Dallas & Frederick) Basic Wind Speed (Vurc): Max. 194 mph Basic Wind Speed (V,,d): 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): In accordance with FBC requirements; Solidly sheathed min. 3/8 in. plywood, min. 15/32 in.wood plank or min. 7/16 in. OSB for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 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 5-5/8 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. --i1'+— 12-1,,2" 12-3/8'12-3/8"—+,r— 12-1, 2"—,1'_ c cb } - - --- - - - - - - - - - - - - - - -._..._ - - —Nail Line 80 �:r (6 Exposure �• - 39 3/8" Figure 3. Heritage®& Heritage®Premium 4 Nail Pattern (non-HVHZ only) 16' 16 8-1/2"—. —7-3,8"—i lI c ch -- -+--•---•—• ------- — ----- -- — —�---------- —Nail Line 5 5/8" Exposure 60 39-3/8" Figure 4. Heritage®& Heritage®Premium 6 Nail Pattern TBP15001.5 FL18355-R5 Page 4 of 10 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 TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC 1,'— 12-1/2"--►r—12-3/8"-1—12-1/2"--►I1"� c } ---------------- --------------------------------- —Nail Line 00 F: 5.5/8" ExII posure t 39-3/8" Figure 5. Heritage®Woodgate 4 Nail Pattern (non-HVHZ only) 16' --►: x- 16' 8-1/2" +f--7-3/8" —8-1/2"--►) c -} — — — — -- ----------- —Nail Line 5 5/8" Exposure LT 39-3/8" Figure 6. Heritage®Woodgate 6 Nail Pattern ;1-1 --- 12-1/2 I I + Common Bond FASTENERS / I Ch d � Q 7 X 1P Lu El El 7 E t 39-3/8" - Figure 7. Heritage®, Heritage®Premium,& Heritage®Woodgate Alternate 6 Nail Pattern TBP15001.5 FL18355-R5 Page 5 of 10 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. GREEK TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC —►I1'i� 12-1/2"--►I12-3/8"— I� 12-1/2"—+�1��— Preferred Fastener Locations Paint Line - —Nail Zone- --------- ------ $o Edge of 5-5/8" Common Exposure Bond 39-3/8" Acceptable Fastener Location DO NOT FASTEN ALONG EDGE OF COMMON BOND Preferred Fastener Location Figure 8. Heritage®(Tuscaloosa) Expanded Nail Zone TBP15001.5 FL18355-R5 Page 6 of 10 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 TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Vintage®(Phillipsburg) Basic Wind Speed (Vult): Max. 194 mph Basic Wind Speed (Va,d): 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): In accordance with FBC requirements; Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 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 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or`6 Nail Pattern" detailed below. N Y Ny�mmt � rxposure :2 'Nam., a Notch 6., Famnes Nail — — — — — — — — ore 17.1/2" S" Ex pcsu re v1a 91/6 ¢1ro• >F �+—lava• --� 10"1 Figure 9. Heritage®Vintage® 6 Nail Pattern (non-HVHZ only) 4V E7{paaYR Noed1 ww. rYf�lRIlR Nal - - - - - - — - -Ix Iona VIM Bq>oaah Figure 10. Heritage®Vintage® 6 Nail Pattern TBP15001.5 FL18355-R5 Page 7 of 10 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 TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC Hip& Ridge (Frederick&Joplin) Basic Wind Speed(V,,it): 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): In accordance with FBC requirements; Solidly sheathed min. 3/8 in. plywood, min. 15/32 in.wood plank or min. 7/16 in. OSB for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Directionofprevailing wind Start 5-1/8" exposure ere— I II Start Figure 1 here 5-1/8"exposure 1" ivy Fastener Fastener Figure 2 Figure 3 1/4n Figure 11. Hip& Ridge TBP15001.5 FL18355-R5 Page 8 of 10 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 TAMKO BUILDING PRODUCTS LLC Asphalt Shingles TECHNICAL SERVICES, LLC Vintage®Hip& Ridge (Phillipsburg) Basic Wind Speed (V,,,t): Max. 194 mph Basic Wind Speed (Va,d): 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): In accordance with FBC requirements; Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind tart 5" exposure hem - I 1 Start here — exposure Figure 1 1" 1" 5� Fastener Fastener Fastener 5-1/2„ `-5-1/2” Figure 2 1/4 Figure 3 Figure 12. Vintage®Hip & Ridge TBP15001.5 FL18355-R5 Page 9 of 10 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 TAMKO BUILDING PRODUCTS LLC 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 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, 6' Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer. """ G 2020.02.10 Y•R •pRi��'. •` �1 �� ,'ti?•••�,`C,•E"SF• 17. 16.22 No 74021 *• •* _ �..,.�q.<.ry ... -05'00' :- •. STATE OF :•4v: 0Zachary R. Priest, P E. •:c< O R `p?.•'•��,�` Florida Registration No. 74021 ',�'SS�ONAt. �C� Organization No. ANE11669 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 TBP15001.5 FI-18355-R5 Page 10 of 10 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.