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Home My WebLink AboutProduct Approval 12/30/2016r^' '" = Florida Building Code Online 6.:9__ 7 - --- ------- — ti t jI An P, t + y SCIS Home f Log In User Registration Hot Topics { Submit Surcharge 1 Stats&Facts Publications FBC Staff BC1S Site Map Links Search b' USER: Product Approval RECEIVED JAN 1 .� ,, if t Public User Product Approval Menu>Product or Application.Search>Application List>Application Detail Ca==pl;"cra• FL# FL18355-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext 2,305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Address/Phone/Email 4. 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 01/07/2019 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report Shinales.bdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code https]/www.floridabuilding.org/pr/pr app cfi.aspx?param=wGEVXQwtDgwosrHazGXQW83MFr3uofK%2fwzvJ5jeSATGIJHAHmKgOw%3dp/o3d 112 Certificate of Authorization iNo.nb rgh Dr !� C E E K 17520 Edinburgh Dr y Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5TH EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14, 2015 220 West 4"'Street Joplin,MO 64801 (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: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(rST5878) TAP-043-02-01 TAS 100. 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-61 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([ST5878) 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 2009 04k24366UL LLC(TST9628) 0424366 ASTM D 3462 2009 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC(TST9628) 66NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) OBCA59132 ASTM D 3161 2009 UL LLC(TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 10CA50498 ASTM D 3462 2009 UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2009 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D 3161 2009 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2009 UL LLC(TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Pagel 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal® 12-114"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 Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-114"x 36",ASTM D 7158, Class H self-sealing,3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shinales shall be used in the non-HVHZ only. 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 13-114" 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 Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules 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. Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used In the non-HVHZ only. 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. TBP15001.2 FL18355-R2 Page 2 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 spectfically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(V„it): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vela): Max. 150 mph Tuscaloosa) Deck(HVHZ}: In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7116 in.OSB 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. NAILS ire 1,� Nailing_ — - - �r-716" Arm 5-118" MM Edge Figure 1. Elite Glass-Seal 8 Glass-Seal 4 Nail Pattern(Non-HVHZ only) NAILS Nailing -::...-----:::��:::::�.:......_::::..:...:::w:::.:: 6.716° Area . . Il3A Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.2 FL18355-R2 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. 4TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES,LLC Heritage® Basic Wind Speed(Vmt): Max. 194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(V,,d): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage®Premium new construction; Min. 15/32 in. plywood existing (Dallas,Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage®Woodgate new construction;Min.7/16 in.OSB existing construction. (Dallas&Frederick) Undedayment: 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. FASTENERS NAIL ZON E COMMON BOND T- 6-1/811 EXPOSURE 6-5/8" 12-1/2"- - 12-3/8" -+- 12-1/2"-► h--1" Figure 3. Heritage®, Heritage®Premium,and Heritage@ Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND 6-1Z E SURE 5-5/8" h-7-1/247-1/2" HOII- 7�8"-►�7-112" -7-1/2"-►I Figure 4. Heritage®&Heritage®Premium 6 Nail Pattern TBP15001.2 FL18355-R2 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, TAIVIKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES,LLC NAIL ZONE/ STENERS —14 COMMON BOND T /8 6 1 U -1 EXPOSURE I R+5518" Figure 5. Heritage®Woodgate 6 Nail Pattern 0-1- ED Common Bond ENERS cr) t 2L Lh X LLJ 39=318" I Figure 6. Heritage%Heritage®Premium,&Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE '�'-* ---.3-NAILZONE ---,,EDGE OF COMMON BOND EXPOSURE ACCEPTABLE EPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND Ak PREFERRED FASTENER LOCATION Figure 7. Heritage® age@(Tuscaloosa) Expanded Nail Zone Nail pafferns from Figures 3,.4,and 6 may be placed in the nail zone as described above TBP15001.2 FL18355-R2 Page 5 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.ncit express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS [ACREEK Asphalt Shingles TECHNICAL SERVICES,LLC Heritage?Premium Basic Wind Speed(VW,): Max. 194 mph (Frederick) 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. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Undertayment 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"4 Nail Pattem"or"ti Nail Pattern'detailed below. NAIL ZONE/ FASTENERS /COMMON BOND 51/2" SURE 5° FPO1 n I 1'�-►I �- 111, 12" 1111 k-1° Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ FASTENERS VNzZZ,. COMMON BOND 51/2" EXPOSURE 5" Figure 9. Heritage®Premium(Frederick) 6 Nail Pattern TBP15001.2 FL1.6355-112 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. j-t®E TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Woodgate Basic Wind Speed(V„u): Max. 194 mph (Frederick) Basic Wind Speed(V m): Max.150 mph Deck(Non-HVHZ): 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. 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 (Non-HVHZ): Installed with 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. NAIL ZONE/ FASTENERS . COMMON BOND T 5.112" EXPOSURE V 1%A �a- 11" -.►�.-12-318" � 11" --►� �-1" Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ COMMON BOND FASTENERS T S.1!2" EXPOSURES" �-1" Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern T131315001.2 FL18355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 81G20-3. 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles "`g TECHNICAL SERVICES,LLC Heritage®Vintage® Basic Wind Speed(Vuil): Max. 194 mph (Phillipsburg) Basic Wind Speed(V.m): Max.150 mph Deck(HVHZ): In accordance with FBG 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. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Undedayment: 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"ort Nail Pattern"detailed below. on y � epoa= T Pbtch 6" Fztenas 17.1Q" S. Up=,a T1A' SIM R1At•=�—y1Al V �+--1°�n•� �+—row'—w� Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) AOR f 6 �"a na r� 17.1/X r >aur r,�—�I.—ae�r�.—»n- Figure 13. Heritage®Vintages' 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61620-3. 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. hTAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(V.1j)- Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vad): 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. 15132 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Undedayment: In accordance with FBC requirements. Min.slope: 2:12 and.in accordance with FBG requirements. Installation: Installed with 5-1/8 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. Directions o— f prevailing wind Start 5-1/8" exposure here � 11 Start Figure 1 here 5.1/8"exposure -11 Y0 I T res Fastener Fastener -sre�� r'�-5�s„ Figure 2 Figure 3 Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001.2 FL18355-R2 Page 9 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES,LLC Vintage®Hip&Ridge Basic Wind Speed(V„ii): Max 194 mph (Phillipsburg) Basic Wind Speed(V.-,d); 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): In accordance with FBG requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Undedayment: 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. Directionofprevailing wind Start 5"exposure here H � II , Start Figure 1 here 5" exposure " ~ VFastener Fastener /2" -5-1/2" Figure 2 1 4 Figure 3 Figure 15. Vintage®Hip&Ridge(Phillipsburg) TBP15001.2 FL18355-R2 Page 10 of11 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. TAMKO BUILDING PRODUCTS CREEKAsphalt 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 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 5v'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. IRre�f Af��, .. . pR 2015.12.14 "' No 74021 13:44:19 * -05'00° Wit• STATE OF T••.'�� Zachary R. Priest,P.E. R •.��% 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 TBP15001.2 01-18355-112 Page 11 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: