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HomeMy WebLinkAbouttamko shinglevi+stls Florida Building Code Online Business & Professional Regulation Mk -A �j BCTS Home ':.Log in I User Registration 1 HOLTogics ,' Submit Surcharge Stair & Facts Publications I contact Us ! Ms Site Map.. I Links I search ! 04ij Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail * r� FL # FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (4171)624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. Certificate of Independence Validation Checklist - Hardcopy Received FL18355 R4 COI TBP15001 4 2017 FBC Evai Report Shingles final.pdf Referenced Standard and Year (of Standard) Standard Year Equivalence of Product Standards Certified By ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Approved Testing Lab FL18355 R4 Equiv UL letter for standards for FBC 2017.pdf hitpsJ/t vfloridabuikiing-org/prlpr app dll.aspx?param_-wGEvxQwoquvowH,aZGXQW83MPT3uolKzDlM2Xu-Q"Wmy6PQUIukQ%3d%3d 1/2 Sections from the Code Product Approval Method 1-Iullud OUilulll(tij, trliue unllue Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 summary of Products FL # Model, Number or Name Description 18355.1i g Heritage, ntage PCemigln� 1 ASTM D 3462 asphalt shingles and hip` and ridge shies 1 i Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles - — Limits of Use Installation Instructions j Approved for use in HVH2: Yes FL18355 R4 II TBP15001.4 2017 FBC Eva! Report Shingles Approved for use outside HVH2t Yes final.pdf Impact Resistant: WA Verified By, Zachary R. Priest PE -74021 Design Pressure: WA Created by Independent Third Party: Yes Other: See evaluation report for limits of use. FL18355 R4 AE TBP15001.4 2017 FBC Eva[ Repgrt5hingles 1 final.pdf Created by Independent Third Party: Yes. Contact Us :: 2601 Blair Stone Road_ Tallahassee FL. 32334 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Frivacy Statement :: Accessibility Statement :: Refund Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please. contact 850.487.1345. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees likened 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 arepublicrecord. If you do not win to supply a personal address; please provide the Department with an email address which can bemade avadabie to the public- To determine if you area hicensee under Chapter -455, F.S, please dick here . Product Approval Accepts - E Credit Carts Safe https://www.flondabuddmg_orgtprlpE app dM-asps?param=wGEVXQwtDquvosrHazGXQW83tit11PT3uofiCzDIU12XugwuWmY6PQUkOQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS Standard 220 West 4h Street PRI Construction Materials Technologies (TST5878) Joplin, MO 64801 TAS 100 (417) 624-6644 Manufacturing Plants: Joplin, MO TAS 100 Phillipsburg, KS PRI Construction Materials Technologies (TST5878) Frederick, Mil TAS 100 Dallas. TX PRI Construction Materials Technologies (TST5878) Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE TAP -117-02-01 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, C EDITION (2017) Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 15137-2.5,1507.2.7.1, 1523.6.5.'i Properties: Physical properties, Wind Desistance, Wind Driven Rain REFERENCES issued September 25, 2017 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)el PRI Construction Matefrats 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)el UL 2390 UL LLC (TST9628) 06NK03898 ASTM D 7158 ASTM D 3161 2011 2016 UL LLC (TST9628) 08CA59132 ASTM D 3462 ASTM D 3161 2010A 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 UL LLC (TST9628) 10CA50498 ASTM D 3462 ASTM D 3462. 2010A 2010A UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 UL LLC (TST9628) 11NK14014 ASTM D 3161 2016 UL LLC (TST9628) 12CA24551 ASTM D 3462 ASTM D 3161 2010A 2016 UL LLC (TST9628) UL LLC (TST9628) 4786110543 ASTM. D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 4787148748 ASTM D 3161 ASTM D 7158 2016 2011 ASTM D 3161 2016 CREEK Technical Services LLC (ANE11669) TSP15001.3 ASTM D 3462 Calculations 2010A 2017 TEIP15001 A 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 TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIOT* TAMKO BUILDING PRODUC-rl'-3; Ash hMt Shjnqty; Elite Glass-Seallo (Frederick, Joplin & 12-114"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing. 3 asphalt shingle with fiberglass mat coated on both sides v4th asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal (Frederick & 12-1/4" x 36". ASTM D 3'161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462 - Glass -Seat 12-1/4" x 36", ASTM D 7158, Class H seff-sealing, 3 -tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTMD 3462. Shingles shall be used in the non-f4VHZ only. Heritage@ (Dallas, Frederick, 13-164" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced Joplin, Phillipsburg & with mineral granules complying with ASTM D 3462. Tuscaloosa) Heritage® Premium (Dallas, Frederick, 13-1/4' x: 39-3/8', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural Phillipsburg & asphalt shingle surfaced with mineral granules complying with ASTM D 3462 Tuscaloosa) Heritage® Premium (Frederick) 127 x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® VintageO 17-1/2" x 49', 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 3461 Heritage@ Woodgate (Dallas & Frederick) 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate (Frederick) 12' x 36-3/8', ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles (Frederick & Joplin) 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462_ Mintage® Hip and Ridge (Phillipsburg) 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle 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 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 sWifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal@ Basic Wind Speed ffjt): (Frederick, Joplin & Basic Wind Speed (Vow): Tuscaloosa) Deck (HVHZ� Glass -Seat (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements, Solidly sheathed min. 15132 in. plywood or wood plank for new construction-, Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 2:1.12. 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. Installed with 5 -118 -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. BW E*e Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Paftem (Non-HVHZ only) 5-1/81, Butt Edge Figure 2. Elite Glass-Seai & Glass -Seat 6 Nail Pattern MA Im 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 TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed (Vlf): (Dallas, Frederick, Joplin, Basic Wind Speed (V,.d): Phillipsburg & Tuscaloosa) Deck (HVHZ)- Heritage@ Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ)- Heritage@ Woodgate (Dallas & Frederick) Undedayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 6 -1 TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new Construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction- Min. 7/16 in. OSB existing construction. In accordance with FBG requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 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 - 1 ['111- 12-11211--+- 12-3/811 12-1/21�-1 11 Figure 3, HeritageO, HeritageO Premium, and Heritage@) Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) VI -M t4-7-1124"-7-i/2u-0j4- Figure 4. HeritageO & Heritage® Premium 6 Nail Pattern IE 5-5/8" 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, GREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC -=� M*1101111TA410* 6-1r6" EXPOSIT URE 5 W8" �7-112+7-1/2'4�r-qVS+-112+7-1/24� Figure 5. Heritage@ Woodgate 6 Nail Pattern 12-1/2" '• [ Common Bond FASTENERS ,i r c <b a cit w co Figure 6. Heritage@, Heritage@) Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern PAINT LINE, 7-718° 6-118° ACCEPTABLE FASTENER LOCATION I'DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION L ZONE EDGE OF COMMON BONG Figure 7. HeritageO (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be piaced in the ,nail zone as described above TBP15001 A FL18355-R4 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 not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@ Premium Basic Wind Speed (V„tt): (Frederick) Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope:. Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . 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. 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 T Nail Pattern" detailed below. 51/z"JIXPO� IJRE 5 1211 Figure S. Heritage@ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) 51/211 NAIL ZONE/ FASTENERS /COMMON BOND ---IT EXPOSURE 5" 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 its valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Woodgate Basic Wind Speed (V„tt): (Frederick) Basic Wind Speed (Vasd): Deck (Non-HVHZ): 5-1 Underlayment: Min, slope.- Installation lope: Installation (Non-HVHZ): TAMKG BUILDING PRODUCT i Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements, Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. ©S8 existing construction. In accordance with FBC requirements_ 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. 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! 'COMMON BOND - * —1 2-3/8" i i" -� �-i fl Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) FRE 5" 3 Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern NAIL 20N E/ COMMON BOND t T 11 " TBP15001.4 FL18355-R4 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. iiiiiiiiiiiiiiiiiiiiCREEK 0 TECHNICAL SERVICES, LLC Heritage@ Vintage@ Basic Wind Speed (V,,,,): (Phillipsburg) Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): A0x' TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing constructions In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. 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. 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, � naaas � �Fxmznss 1 7-1t2' 1j Lj Lf 4.1 xF-----P-IhI --i rt--' -V --Y -S ll3' 11 7 Figure 12. HeritageO Vintage@ 5 Nail Pattern (non-HVHZ only) Rpo5ure - Notch Figure 13. Heritage@ Vintage® 6 Nail Pattern TBP15001A 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. SCREEK TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V,,,j): (Frederick & Joplin) Basic Wind Speed (Vad): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction,. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-1/8 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 ,, f „ ,6005 jFastener �5_5/8" b-iJe" exposure Figure 2 \ \ i Figure 3 11V Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.4 FL18355-R4 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 TECHNICAL SERVICES, LLC Vintage® Hip & Midge Basic Wind Speed (Vurr): (Phillipsburg) Basic Wind Speed , V asd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 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 Fn] 5" exposure Figure 1 I Fajst�tener t5-1123, Figure 2 b" exposure Fastener 114°' 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. ECREEK 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 undedayment 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, 61h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ,e's�,, PYA 1R 11111 eee PG� . C'E'N S No 74021 �-'3' STATE OF ttt+ e CERTIFICATION OF INDEPENDENCE 2017.09.25 11:31:41 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 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. TBP 15001.4 END OF REPORT FL18355-R4 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.