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HomeMy WebLinkAboutProduct Approval Certificate of Authorization 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19,2017 P.O.Box 1404 Joplin,MO 64802 ��yp htto://www.ttamko.com C® TR CT n v Quality Assurance: UL LLC(QUA9625) SCOPE RECEIVED Category: Roofing MAR 13 29- 19 Subcategory: Underlayments Code Sections: 1507.1.1 ST. Lucie County.;Pi rv'M Ing Properties: Physical properties `- - PRODUCT DESCRIPTION TAMKO®ASTM Slate ASTM D 6380, Class M,Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO®ASTM Tile ASTM D 6380, Class M,Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO®Master ASTM D 6380, Class S,Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. >1 TAM KO®No. 15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No. 15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No.30 ASTM ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO®TW Metal and Self-adhered,flexible,ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 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 PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO®TAM-FELT Alternate to ASTM D 226,Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO®TW Metal and Tile Underlayment and TAM KOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO®Moisture Guard®shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO®ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO®TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal,Roof 'Mineral ? Wood Asphalt Panels a'nd Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles, Rbohi -Shakes- Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOB Master Smooth Y' N N N N N TAMKO®Moisture Guard® Y N N N N N TAMKOS No.15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO®No.15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO®No.30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO®No.30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOB TAM-FELT Y N N N N N Notes: 1)Open valley applications per 1507.2.9.2 2)Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 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 PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC(TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 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. TAKO BUILDING PRODCUTS,INC.D 7'AMK0 Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6'h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. Cj =� GEN• �Fs- °..,..,2017.10:19 No 74021 12:15:58 — � Al+vywM4i,RnY, 04'00' .00 . STATE OF ���T••.'c� O P,:�_��� Zachary R. Priest, P.E. R Florida Registration No.74021 i,S/O► A � �`� 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 TBP14001.4 FL12328-R8 Page 4 of 4 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. /Qv�9l�D JG ;,,)IeS. CREEK Certificate of Authorization No.29824 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017 220 West 4t"Street Joplin, MO 64801 (417)624-6644 RECEIVED Manufacturing Plants: Joplin, MO Phillipsburg, KS MAR 13 .'T,9 Frederick, MD Dallas,TX Tuscaloosa,AL ST. Lucie County, Permitting i Quality Assurance: UL LLC(QUA9625) . , SCOPE C® T 5 UR (C. `, 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 ASTMM D 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) 1 OCA50498 ASTM D 3462 2010A UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016 UL LLC(TST9628) 11NK14014 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 3.161, 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 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. ` ` ��°0��0������� TA�KOoUuuNGpeooV{TG ���������� Asphalt Shingles TECHNICAL SERVICES, LLC UmSTxLL/nlOm E/beG]mas~Sma|@> Basic Wind Speed(Vmt): Max. 184mph (Fmderuk.Joplin& Basic Wind Speed(Vasd): Max. 150mph Tuscaloosa) Donh<HVHZ>: /naccordance with F8Crequirements; & So/id|y'ahoathedmin. 1S82in. plywood orwood plank for Glass-Seal new nonotmoUno; Min. 15/32 in. plywood existing (Fnedehck.Joplin(Non- construction. HVHZ)&Tuscaloosa) Deok(Nnn-HVHZ): (naccordance with F8Cnequ/neme— ' �a' Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/1Gin.OSB existing construction. Undadaymmnt [naccordance with F8Crequirements. Min.slope: 212 and in accordance with FBO requirements. Refer to the manufacturer's application innhnnUuno when installing shingles atslopes greater than 21:12. |nstaU/gkon(HVHZ): Installed with 5-10 inch exposure in accordance with RAS 115and manufacturers published installation instructions. Shingles shall beattached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with F8C requirements and manufacturer's published installation instructions. Shingles h ||beodocheduaingeither^4Nei| Pattern'or^ONail Pattern"detailed below. NAILS Area Figure 1. Elite Glass-Seal&G|osm'Smey 4Nmil Pmftmmm(Now-HVHZmnly) NAILS Nailing DA Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Peftamm C RE K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed(V"it): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): 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"4 Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZON E COMMON BOND 6-118" FEXPOSURE S-618" 1" - 12-112" 12-3181 -►�- 12-112"--►I �11---1" Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern(non=HVHZ only) FASTENERS NAIL ZONE COMMON BOND 6-i� EXPOSURE 6-318" 1'� �-7-112=►�-7-112"�t 7 .16'18"�f-7-1/2"�-7-112"-►� �1--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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC _NAIL ZONF1 ASi ENERS COMMON BOND' 107,6112+1-112'*k#411 .. . 1/2 Figure 5. Heritage®Woodgate 6 Nail Pattern -►�1"!1"��-12-1/2" �� Ii Common Bond FASTENERS ? m ao coT W 39-3/8" ' 1 Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate Alternate 6 Nail Pattern PAINT -NAIL' ONE. EDGE:OF._ COMMON BOND EXPOSURE ACCEPTABLE FASTENER 16.CATION D.O.NOT FASTEN ALONG'EDGE`OF -- -COMMOWB.OND '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 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. C RE K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Premium Basic Wind Speed(V„i,): Max. 194 mph (Frederick) 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"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE( FASTENERS COMMON BOND 51/2" IXPQSURE 5" 1"♦I 11"--►�-- 12" Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) MAIL ZONE/ FASTENERS COMMON BOND 51/2" F SURE 5" 11 9"_�{L " 91 f21L14-1 n Figure 9. Heritage®Premium (Frederick) 6 Nail Pattern TBP15001.4 FI-18355-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. CREAK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed(V„it): Max. 194 mph (Frederick) Basic Wind Speed Msd): 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 ZONFJ FASTENERS COMMON BOND T 5-112" EXPOSURE 5" -- 12-318'r--l�— 11" --� k,1" Figure 10. Heritage®Woodgate(Frederick) 4.Nail Pattern (non-HVHZ only) NAIL ZON EI COMMON BOND * FASTENERS 1 5-1/2" EXPOSURE 5" 1"� �- 9-112"�F3'�--9-313"�3'j►}4 9-112"� �1-1 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 duratiori 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. C R K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Vintage® Basic Wind Speed(Vuit): Max. 194 mph (Phillipsburg) Basic Wind Speed(Veld): 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. Y npmnt Rposure :? dvae z Notch s, Fw anes Nail - - — — — — - - — — one 5" Fxpasuie [t } -v vta ays sam—+}�—¢tro t —tans— —to-�s—+� Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) 4V r +R Notch TT i! i 6' R boll — — — Zone 17-112" Li BIP— } t t- t71E� 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. ^ , ���������� ���amm�ap�o0oS ��^NF��8��8����. Asphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge Basic Wind Speed it): Max. 194 mph (Frederick&Joplin) Basic Wind Speed Msd): Max, 150mph Deck(HVHZ): |naccordance with FBCrequirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 1582 in. plywood existing construction. Donk(Non'HVH2): |naccordance with F8Crequirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.3/1Gin.OSB existing construction. Undodayment: /naccordance with FBCrequirements. Min.slope: 2:Y2and inaccordance with FBCrequirements. Installation: |nabaUod with 5-1/8 inch exposure in accordance with the FBOand manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Sart exposure here— Fn] Start hee<re Figure 5-1/8"exposure ° Figure 2 Figure 3 Figure 14. Hip&Ridge(Frederick&Joplin) 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(Vuit): Max. 194 mph (Phillipsburg) Basic Wind Speed Msd): 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. Direction of prevailing wind hS`ttaarr". 511 exposure � II <here %— Figure 1 exposure 1" Fastener Fastener r �5-1/211 -1/25) 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,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. �ENSF• s,' :.. :.._.,.. ..2017.09.25 No 74021 ' _ 11 :31 :41 �= -04'00' �113 STATE OF :14/� ���T'•.'c ���:� Zachary R. Priest, P.E. -4.0...R.,• �% Florida Registration No.74021 *is ONA` 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 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.