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HomeMy WebLinkAboutProduct Approval EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 TRINITY I 353 CHRISTIAN STREET,UNIT#13 Q0ERD OXFORD,CT 06478 PHONE:(203)262-9245 FAX.:(203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-113 dba TRI-BUILT Roofing Products 171,16048-113 9050 Louisiana Street Date of issuance:10/29/2012 Merrillville,IN 46410 Revision 3: 10/08/2015 SCOPE: This Evaluation Report is issued under Rule 61620-3 and the:applicable rules and regulations governing the-use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Reside.ntiial Volume: The products described herein have been evaluated for compliance with the .5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted :herein. :CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,;or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client 'constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality A"s"surance documentation.changes: Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words `rTrinitylERD Evaluated." may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall,be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or :its distributors and shall be available for inspection at the job site at therequest of the Building Official. This Evaluation Report consists of pages 1 through 5. .Prepared by; Robert J.M.Nieminen P.E. �•iFS�"•'•' ' The facsimile seal appearing was authorized by Robert Nieminen, P.E do 10/og/2015.This does not serve as an electronicalyslgned Florida Registration No.59166,Florida DCA ANE1983 ¢ " document.signed,sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityIERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. I Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. i ��TRINI-rYJERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.,4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Enti Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties S40540.03.14 03/26/2014 ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3 CertiJlmte of Authorization#9503 FL16048-R3 Revision 3:10/08/2015 Page 2 of 5 TRINITY I ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared,roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nall-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 T,ri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Tri-Built S/A HT TU'Underlayment with 3M'"2-Component Roof Tile Adhesive AH-160(FL6332)or Dow TileBond""Roof Tile Adhesive(FL717) 5.6- Allowable substrates are noted below: 54.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: Plywood; ASTM 'D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow-Pine substrates,TRI-BUILT recommends-priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self- adhering underlayment. 5.6.2 Bond-to-Insulation: Tri-Built S/A HT TU Underlayment applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on the systems,insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. 5.6.3 Bond to Mechanically Attached Base Layer: ➢ ASTM D226,Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12). Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3 Certificate of Authorization#9503 F116048-113 Revision 3:10/08/2015 Page 3 of 5 I �J� TRINITY I ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HTTU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterior Research and Design,I.I.C. Evaluation Report A42960.30.12-113 Certificate of Authorization#9503 F116048-R3 Revision 3:10/08/2015 Page 4 of 5 QOTRINITYIERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC QUA9625;(314)878-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT Exterior Research and Design,LLC. Evaluation Report A42960.10.12-113 Cerdficate of Authorization 119503 FL16048-113 Revision 3:10/08/2015 Page 5 of 5 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued May 9, 2017 220 West 4th 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 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 160 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 UL LLC(TST9628) 04NK24366 ASTM D 3462 2009 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC(TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 08CA59132 ASTM D 3161 2009 UL LLC(TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 1 OCA50498 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 CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 T131315001.3 FL18355-R3 Page 1 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. CD TAMKO BUILDING PRODUCTS j� K 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. TBP15001.3 FL18355-R3 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. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed (V,,,t): Max. 194 mph (Frederick,Joplin& Basic Wind Speed (Vara): 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"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAILS - ------------ ----------------------------------- Na7ing 6-718" Area -----------------------------------------------, - ....... ------------------------- 5-118" Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS Nailing ----. ------------------------ -------------------------------- 6-7/8n Area ------------.....__------ --------------------------------------------------------------------- 5-118" Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.3 FL18355-R3 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. C EEK TAMKO BUILDING PRODUCTS EEK Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed (Vuit): 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 6-1/8" EXPOSU RE 6-6/8" 11 12-1/211 12-3/$" 12-1/2"-- Figure 3. HeritageO, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND 6-1� EXPOSURE 5-3J8" 1'� �4-7-1/2'�-7-1J2"-�- 7�/8"-�-7-1J2"-►��-7-1J2"-►� I4-1" Figure 4. Heritage@&Heritage@ Premium 6 Nail Pattern TBP15001.3 FL18355-R3 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. GREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC ASME.NEHS''. COMMON_BUND 7.1/2' .7,112'W407=318" i/2v►�F7'1l2N� --1'�` Figure 5. Heritage®Woodgate 6 Nail Pattern ►I1°!1 ice—12-1/2' i • � � � i � � Common Bond FASTENERS ; ao g y'uS j Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate Alternate 6 Nail Pattern PALNT' -- _ NAIL ZONE`: 'EDGE OF _ fi 1�8" COMMON `EXPO`SURE� ACCEPTABLE:.. FASTENER LOCATION D O NOT FASTEN' ALO NGEDGE::OF PREFERRED FASTENER', <LOCATI O:N 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 TBP15001.3 FL18355-R3 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. GD TAMKO BUILDING PRODUCTS 1 1 K Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Premium Basic Wind Speed (V,it): Max. 194 mph (Frederick) Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 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 MON BOND 5'1211 IXPOSURE 5" L 1"--►I f — 11"—i�-- 12" �►�M-11"--� �1'1 Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND 5112" SURE 5" El 1 u� �91�n i 91111 �112n IFI° Figure 9. Heritage®Premium (Frederick) 6 Nail Pattern TBP15001.3 FL18355-R3 Page 6 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®Woodgate Basic Wind Speed(Vut): Max. 194 mph (Frederick) Basic Wind Speed (Vasd): 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 T Nail Pattern"detailed below. NAIL ZONEI FASTENERSCOMMON BOND WT 5-1/2" EXPOSURE Y i LA 1 v- — —12-3181 Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ COMMON BOND * FASTENERS 1 REFS 1"-►I �- 9.1/2"- -3'b -9�/8"- 34.9-1/2"-111� �111-1" Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.3 FL18355-R3 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. C REEK TAMKO BUILDING PRODUCTS 1 1 K Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Vintage® Basic Wind Speed(V„it): Max. 194 mph (Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 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. 40° 0 Ngrtront � Fxposure $ Notch 6., Fasteners Na it are - - — — — — — - - - - i - - - - 17arz° tLT ............11.......... i s ¢ter ¢tro J,— t } -v -t ��to-am•—� �—taam•---� Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) Expmre wotdi f fl[6 N81 17-1/2" } 7ti4n' 7,1A'�7-,LP��7l/lf' Figure 13. Heritage®Vintage® 6 Nail Pattern TBP15001.3 FL18355-R3 Page 8 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 R E E K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph (Frederick&Joplin) Basic Wind Speed (Vag): 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 Stat 15-1/8" exposure _I 11 Start Figure 1 here 5-1/8"exposure lop„ ip 5,I. 1 Fastener ,`T Fastener Figure 21'4 Figure 3 n Figure 14. Hip&Ridge (Frederick&Joplin) TBP15001.3 FL18355-R3 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. C REEK K j TAMKO BUILDING PRODUCTS j� Asphalt Shingles TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed (V,,it): Max. 194 mph (Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 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 Start, 5i" exposure ' 11 Start here — exposure Figure 1 1•, Fastener Fastener ' �5-1/2" r'�5-1/2,5 Figure 2 4 Figure 3 Figure 15. Vintage®Hip & Ridge(Phillipsburg) TBP15001.3 FL18355-R3 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. CDEEK TAMKO BUILDING PRODUCTS j� 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 5th Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. ttt<�ii �� /F i ,,GAP. :•�Q..•��GENS�. S •� No 74021 ` ""° 2017.05.09 15:06:10 STATE 0F :41�/ -04'00', ;0 `\ .4 O R ��� Zachary R. Priest, P.E. Florida Registration No. 1 NA� 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 TBP15001.3 FL18355-R3 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.