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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 2 Business & .m Professionalk. r BCIS Home Log In User Registration Hot Topics 1 Submit Surcharge Stats&Facts Publications FBC stag SCIS Site Map Links search pr 0419)Product Approval USER:Public User Product Approval Menu>Product or Application Search>Apollcation List>Application Detail FL# FL18686-R3 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany,N]07054 (800)766-3411 mstieh@gaf.com Authorized Signature Michael Stieh mstieh@gaf.com Technical Representative Michael Stieh Address/Phone/Email 1 Campus Drive Parsippany,N]07054 (973)628-3000 mstieh@gaf.com Quality Assurance Representative Richard Weiman Address/Phone/Email 1 Campus Drive Parsippany,N]07054 (973)872-4421 RWeiman@gaf.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami-Dade BCCO-EVL Quality Assurance Entity Miami-Dade BCCO-CER Quality Assurance Contract Expiration Date 02/22/2023 Validated By Miami-Dade BCCO-VAL Certificate of Independence Referenced Standard and Year(of Standard) Standard Year ASTM D226 2009 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquIGtg5bCXRsc... 3/26/2018 Certificate of Authorization No. 29824 CREEK17520 Edinburgh Dr Tampa,FL 33647 JiA TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: TAMKO BUILDING Issued September 25, 2017 220 West 4"'Street 11 ft Cop Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO RECEIVED Phillipsburg, K Frederick, MD MAY 0 3 2018 Dallas, TX Tuscaloosa,AL ST Lucie County, Permitting 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) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 1OCA50498 ASTM D 3462 2010A UL LLC(TST9628) 1 OCA64882 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 TBP15001.4 FL18355-R4 Page 1 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 TAMKO BUILDING PRODUCTS 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 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 12-1/4" 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. Shingles 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 13-1/4" 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 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. TBP15001.4 FL18355-R4 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 specifically addressed herein. U CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed (Vu„): Max. 194 mph (Frederick, Joplin& Basic Wind Speed (Va,d): 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. 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(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'A Nail Pattern"or"6 Nail Pattern"detailed below. NAILS Nailing -------------- 6-7ff Area ........... ............................ ... 5-1 l8" t But#Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS _1n 1n Nailing �---�z- ------------------- -------------------------------- - - fr7l8Ares -----------------------------....----... --------------------- ------------------- ti Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 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. ECREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed (V,,,t): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed(Vasa): 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) 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'A Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZON E COMMON BOND 6-1/8" EXPOSURE 5-518" 1" 12-112"-►�- 12-3/8" -►�- 12-1/2'L__ I �1" Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND 6-1� EXPOSURE 5-5/8" 1' �7-112"►�-7-1/2" 7-1/2" -7-1/2'-- �-1" Figure 4. Heritage®& Heritage®Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 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. DING PRODUCTS BUIL ECREEK Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE/ ASTENERS COMMON BOND T T 6-1/8 RE Eposa 5 5/8" .1 1 111� E 7-1/2+7.1/2'40 -7-3/8+.1/2+7-1/24� k-1" Figure 5. Heritage(g)Woodgate 6 Nail Pattern ;1",- 12-112" Common Bond FASTENERS 7 7 7 + LA th 7 Ll 39-3/8"--- Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE,, 7-7/811 ---------------^ -------------------------------------------------------------- __-----._}NAIL ZONE 6-1/811 ----EDGE OF COMMON BOND EXPOSURE 5-5/81, ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF ------------------ COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Premium Basic Wind Speed (V,,,t): Max. 194 mph (Frederick) 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. 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(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'A Nail Pattern" or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS�j COMMON BOND 5112" F1EXPOSURE 5" 1"—►I 11"--►�-�— 12" —a - 11"---+{ 1-1" Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND IF] 51/2" E 5" ETl �1-91/2'+34— 9"--3" 91/2" 14-1 Figure 9. Heritage®Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed(V,,,t): Max. 194 mph (Frederick) Basic Wind Speed (Vad): 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 Y I 1'L-4 11" -.►�-12-3/8"—+- Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON E/ FASTENERS COMMON BOND 51/7' EXPOSURE 5' 1"�-►I � 9-112"�3'�►�-9-318"�3'+►}4�9-1/2"� �1" Figure 11. Heritage®Woodgate (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 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. 1< �� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Vintage® Basic Wind Speed (V,,,t): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa): 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. 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. ao° naa..t &posure T Notch Ix h., Fasteners Nail one tttn^ s° Exlposure ?1R' 9.1,4 '--►�-9-1/6' lc Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) 4W Em— ma." ire T wrlr T � Zom 17-1/Y r Bq3- 7Yr7 y{• 7 7•N' —7�1�' t7/r1W11 -� 1LtM' 47M- Figure 13. Heritage®Vintage® 6 Nail Pattern TBP15001.4 FL18355-R4 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed (V,,,t): Max. 194 mph (Frederick&Joplin) Basic Wind Speed Nnd): 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. 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 manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5-1/8" exposure here— " III Start Figure 1 here 5-1/8" exposure " Fastener Fastener -1 Mpp Figure 2 �1/4 Figure 3 Figure 14. Hip & Ridge(Frederick&Joplin) TBP15001.4 FL18355-134 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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed (Vut): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa): 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. 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. Direelonn of prevailing wind ,Start 5" exposure nere-, ' 'I Start here Figure 1 5" exposure 1" Fastener ` ,�I Fastener `5-1/2" `W �5-1/2" Figure 2 1/4" Figure 3 Figure 15. Vintage®Hip& Ridge(Phillipsburg) TBP15001.4 FL18355-R4 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 TAMKO BUILDING PRODUCTS 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, 6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. t1111111111111 R.•p9��,�. �Q•.•�,G'E'IVSF. 2017.09.25 No 74021 11 :31 :41 _ *. * Z -53 :-53•• STATE OF •Q/ —041001 '.�T•'•'°� Q?:•'�� Zachary R. Priest, P.E. R �• Florida Registration No. 74021 S/0NA�E � 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 TBP15001.4 FL18355-R4 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.