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Flo'da Building Code Online Page 1 of 2 BCIS Home I Log In User Registration I Hot Topics { Submit Surcharge Stats&Facts Publications ( FBC Staff•� BCIS Site Map Links = Search r 46101-v�Florida affil Product Approval ,.�,� ltk�` USER:Public User E.t.' N�r .�'-m Product Approval Menu>Product or Application Search>Application Lis[>Application Detail aid •'' 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 Kerr!Eden kerri—eden@tamko.com Technical Representative Kern Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden © Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eva]Report Shingles final.pdf Referenced Standard and Yearof Standard)) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Eouiv UL letter for standards for FBC 2017.pdf Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl aspx?param--wGEVXQwtDquvosrHazGXQ... 3/13/2018 Flodda Building Code Online Page 2 of 2 Product Approval Method 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 18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eva[Report Shingles Approved for use outside HVHZ:Yes final.Ddf Impact Resistant:N/A Verified By: Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Shingles final.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 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 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: rMuMi 9_q lig L9 M Credit Card Safe- https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 3/13/2018 Certificate of Authorization No. 29824 C R Em-"( E K 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 4" Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1., 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP=054-02-01 TAS 100 1995' PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01-Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366' ASTM D 3462 2010A UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2010A UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 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. MCREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(V„it): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vasa): 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 Naili ---------------------------------------------------------------------------------- 6-718" Area ---- ---------------- ----------------...................j.. But#Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS Nailing - -------------------- ------------------- - 6-7/811 -- ----------- ---- A>rea --------------------------------------- -----------------------•-------------------------— 5-1 J8" Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. J CD L" 'TAMKO BUILDING PRODUC`fS 1 E K Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed(V,ic): 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 ZONE COMMON BOND 6-118" FEXPOSURE 6-5/8" 12-112"-►�- 12-3181 -►�- 12-1 f2"-►{ �--1" Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE /COMMON BOND 7— Fj6-1� EXPOSURE 3-318" 1°-►I �7-112"�7-i12"-►h- 718"-►�7-112"-►h-7-112"� �—i" Figure 4. Heritage®&Heritage®Premium 6 Nail Pattern TBP15001.41 FL18355-R4 Page 4 of 1.1 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. T K��� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC - - - -- NA;ILZbNFj AST,ENER .ip - OMMQN.BOND " `EXP`OSURE5518 1�7c112" 7 y12'!4►14-7.31$" ` Figure 5. Heritage®Woodgate 6 Nail Pattern -►Il"i1°i0-12-1/2"->',j Lf --12'12"==►i1°i1'��- I s ® Common Bond ' FASTENERS i i a co T 00 T 39-378"' Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate Alternate 6 Nail Pattern PANT! LINE:. 7T'.AY' BOND. 'b"518"> •. . .., ACCEPTABLE._. FASTENER LOCATION: D:O NOT FASTEN"° ALONGEQGE:OF PREFERRED FASTENER'= :L,O,CATI OrN Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall-notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or.other product attributes that are not specifically addressed herein. C j:"u TAMKO BUILDING PRODUCTS 1��1 Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Premium Basic Wind Speed(Vui,): Max. 194 mph (Frederick) 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. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'A Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMMON BOND 5112" EXPOSURE 5" 1"—►I I�-- 11"��-- 12" —► --11"--►� 1" Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND is,— 51/a" E SURE 5" 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. 1 i ���� TAMKO.BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed(Vuu): Max. 194 mph (Frederick) Basic Wind Speed(Vnd): 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'A Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMMON BOND T 5-112f1 EXPOSURE T 1'L 1191 -12-3/8'r-4- 11" �-1IF Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON Et COMMON BOND FASTENERS t FT EXPOSURE 5" jL 1"� �'�-112"�'�9�318"�1►�-3�8-1/2"� �1" Figure 11.. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services , LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. t CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Vintage® Basic Wind Speed(V„it): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using T 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. 4a' g� �` tzposure rbtch 6., Fasteners mil one — — — — — — — — — — — — — — — 17-1t2" S" Exposure 9.1A' 9-1/4 9.1M'— —41Ai' �+-1a�la� �+-1a au•—«� Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) 40ff BP— N otch ay.rt MrMr FksMmm Neil — — — Zane �7 y� �lOIUh x 7tii,(il' 7� 7-if,IP�-7-3JS 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 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 Hip&Ridge Basic Wind Speed(V„ic): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vnd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start h5-1/8" exposure h/FFn]]\& Start Figure 1 here 5-1�" exposure , . Fastener �;�1�5tener Figure 2 �� Figure 3 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. C TAMKO BUILDING PRODUCTS' O Asphalt Shingles TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind hStaart 5'1exposure Starthere 5" exposure Figure 1 lip Fastener l Fastener ' �5-1/2" '-5-1/2„ Figure 2 1/411 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 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. ' ECREEKTAMKO 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,6'"Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. I R,,p,�'f.�i ��' • E NR' 2017.09.25 No 74021 �. ' 11 :31 :41 =-0 -0400' O'0:• STATE O F Al p `_,�� Zachary R. Priest, P.E. • R, ��% Florida Registration No.74021 S/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 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. ,Florida.Building Code Online Page 1 of 2 Ing l i lR SCIS Home Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search a r Product Approval �'�USER:Public User db a3 P Product Approval Menu>Product or Aoolication Search>Application Lis[>Application Detail A FL# FL11288-1117 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived ❑ Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email 20 Moores Road Malvern,PA 19355 (610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D.Harrier Address/Phone/Email 18 Moores Road Malvern,PA 19355 (610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL11288 R17 COI 2018 01 COI NIEMINEN.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4601 2012 ASTM D4798 2011 ASTM D4869 2016 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6757 2016 FM 4474 2011 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6 WGOndlU... 3/13/2018 Florida;Building Code Online Page 2 of 2 FRSA/TRI April 2012(04-12) 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 01/29/2018 Date Pending FBC Approval 01/30/2018 Summary of Products FL# Model,Number or Description Name 11288.1 CertainTeed Roof Roof underlayments for use below Approved prepared roof coverings. Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL11288 R17 II 2018 01 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- Approved for use outside R17.Ddf HVHZ:Yes Verified By: Robert Nieminen PE-59166 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-555.0 Evaluation Reports Other: 1.)The DP in this application FL11288 R17 AE 2018 01 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- pertains to a particular application for R17.Ddf use in adhesive-set tile applications. Created by Independent Third Party:Yes DP is N/A for underlayments installed beneath mechanically attached prepared roof covers.2.)Refer to ER Section 5 for other Limits of Use. Back Next Contact Us::2601 Blair Stone Road.Tallahassee Fl-32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 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 mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed 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 are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: rw 0 ® eC' Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6 WGOndIU... 3/13/2018 NEMO I etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT CertainTeed Corporation Evaluation Report 11610.09.08-1118 20 Moores Road FL11288-1117 Malvern, PA 19355 Date of Issuance:09/03/2009 (610)651-5847 Revision 18:01/24/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Roof Underlayments LABELING: 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. of any changes to the product(s),the Quality Assurance or the production facility location(s). NEMO Jetc. 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 "N EMO I etc. 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 the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: Robert J.M.Nieminen P.E. ;Qs•��:=�µ�p? �*= The facsimile seal appearing was authorized by Robert Florida Registration No.59166, Florida DCA ANE1983 ;.;ass^�pN���:+� Nieminen,P.E.on 01/24/2018.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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. 2. NEMO ETC,LLC 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. 5. This is a building code evaluation. Neither NEMO ETC, LLC 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. A ONEMOJetc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: CertainTeed Roof Underlayments, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition(2017)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 1504.3.1 Wind Uplift FM 4474 2011 1507.2.3/1507.1.1 Physical Properties ASTM D226 2009 1507.2.3/1507.1.1 Physical Properties ASTM D4869 2016 1507.2.3/1507.1.1 Physical Properties ASTM D6757 2016 1507.3.3 Physical properties FRSA/TRI April 2012(04-12) 2012 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.10.2 Physical Properties ASTM D4601 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Katy Examination Reference Date ERD(TST6049) Physical Properties C7290.01.08 01/16/2008 ERD(TST6049) Physical Properties C8440.04.08 04/28/2008 ERD(TST6049) Physical Properties C9560.05.08 05/25/2008 ERD(TST6049) Physical Properties C10080.09.08-111 04/17/2009 ERD(TST6049) Physical Properties C12960.06.09 06/02/2009 ERD(TST6049) Physical Properties 3530.12.05-1-R1 10/05/2009 ERD(TST6049) Wind Uplift C8370.08.08-R1 10/05/2009 ERD(TST6049) Physical Properties 3523.03.05-112 01/12/2010 ERD(TST6049) Physical Properties C30890.03.10-1 03/17/2010 ERD(TST6049) Physical Properties C3500.04.10 04/07/2010 ERD(TST6049) Physical Properties C31840.05.10 05/10/2010 ERD(TST6049) Physical Properties C31860.05.10 05/18/2010 ERD(TST6049) Physical Properties C31850.06.10 06/25/2010 ERD(TST6049) Physical Properties C35460.05.11 06/16/2011 ERD(TST6049) Physical Properties C34940.09.11-111 10/04/2011 ERD(TST6049) Accelerated Weathering C40840SC 06/11/2012 ERD(TST6049) Physical Properties C40050.09.12-2 09/28/2012 ERD(TST6049) Wind Uplift C39670.08.12 08/20/2012 ERD(TST6049) Physical Properties C31410.10.10-R1 11/02/2012 ERD(TST6049) Physical Properties C45240.01.14-1 01/15/2014 ERD(TST6049) Physical Properties C32930.01.11-112 01/20/2014 ERD(TST6049) Physical Properties C45240.01.14-2 01/24/2014 ERD(TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016 ERD(TST6049) Wind Uplift CTR-SC10420.01.16 01/25/2016 ERD(TST6049) FRSA/TRI April 2012,Tile Slippage CTR-SC11415.11.16 11/28/2016 MTI(TST 2508) Physical Properties DX08C4A 03/22/2004 MTI(TST 2508) Physical Properties TX14136A-001 02/27/2006 MTI(TST 2508) Physical Properties TX146613-002 03/13/2006 MTI(TST 2508) Physical Properties TX14136F-006 03/13/2006 MTI(TST 2508) Physical Properties TX1466E-005 03/13/2006 PRI(TST5878) Physical Properties CTC-034-02-01 11/24/2008 PRI(TST5878) Physical Properties CTC-075-02-01 02/15/2011 PRI(TST5878) Physical Properties CTC-067-02-01 08/08/2011 PRI(TST5878) Wind Uplift CTC-112-02-01 12/12/2011 PRI(TST5878) Physical Properties CTC-163-02-01(x3) 05/10/2013 PRI(TST5878) Physical Properties CTC-189-02-01 11/18/2013 NEMO ETC,LLC. Evaluation Report 11610.09.08-R18 Certificate afAuthorization#32455 6'EDITION 2017 FBC NON-HVHZ EVALUATION ( ) FL11288-1117 CertainTeed Roof Underlayments;(610)651-5847 Revision 18:01/24/2018 Page 2 of 10 ONEMOjetc. Enti Examination Reference Date PRI(TST5878) Physical Properties CTC-327-02-01 06/28/2017 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.03/09/2020 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlavments: 4.1.1 WinterGuard'm HT is a glass scrim reinforced self-adhering, film-surfaced waterproofing underlayment; meets ASTM D1970. 4.1.2 WinterGuardTM' Sand is a glass mat reinforced, self-adhering, sand-surfaced waterproofing underlayment; meets ASTM D1970. 4.1.3 WinterGuardi" Granular is a glass, mat reinforced, self-adhering, granule-surfaced waterproofing underlayment;meets ASTM D1970. 4.1.4 MetaLaymentTM is a self-adhering,film-surfaced,waterproofing underlayment; meets ASTM D1970. 4.1.5 Black Diamond Base Sheet is a self-adhering, glass-mat reinforced, fine-.mineral surfaced, SBS modified roof underlayment;meets ASTM D1970. 4.1.6 Flintlastic SA PlyBase is a self-adhering, glass mat reinforced, film-surfaced, SBS modified -roof underlayment for use as a base-layer in multi-ply underlayment systems; meets ASTM D1970. 4.1.7. Flintlastic SA Mid Ply is a self-adhering, polyester reinforced, film-surfaced, SBS modified roof underlayment for use as a base-layer in multi-ply underlayment systems; meets ASTM D6163, Type I, Grade S. 4.1.8 Flintlastic Ultra Glass SA is a self-adhering,glass mat reinforced,fine-mineral surfaced, SBS modified roof underlayment for use as a base-layer in multi-ply underlayment systems; meets ASTM D6163, Type I, Grade S. 4.1.9 Flintlastic SA Cap FR is a self-adhering, glass mat reinforced,granule-mineral surfaced, SBS modified roof underlayment;meets ASTM D6163,Type I,Grade G. 4.1.10 Flintlastic SA Cap is a self-adhering, polyester reinforced, granule-mineral surfaced, SBS modified roof underlayment;meets ASTM D1970,ASTM D6164,Type I,Grade G and FRSA/TRI April 2012. 4.2 Torch Applied Underlavments: 4.2.1 Flintlastic GTA is a torch-applied,polyester reinforced,granule-surfaced;APP modified roof underlayment; meets ASTM D6222,Type I,Grade G. 4.3 Asphalt Applied Underlavments: 4.3.1 Flintlastic GMS is an asphalt-applied, polyester reinforced, granule-surfaced, SBS modified roof underlayment;meets ASTM D6164;Type I,Grade G. 4.4 Mechanically Attached Underlavments: 4.4.1 Flintlastic SA NailBase is a glass mat reinforced,film-surfaced,SBS modified roof underlayment for use as a mechanically attached base-layer in multi-ply underlayment systems; meets ASTM D4601,Type Il. 4.4.2 Roofers' Select is an asphalt-impregnated, organic felt reinforced with glass fibers roof underlayment; meets ASTM D6757. ,NEMO ETC,LLC. Evaluation Report 11610.09.08-1118 Certificate of Authorization#324.55 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL11288-1117 CertainTeed Roof Underlayments;(610).651-5847 Revision 18:01/24/2018 Page 3 of 10 4 ONEMOletc. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 FBC HVHZjurisdictions. 5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 CertainTeed 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 Authority Having Jurisdiction (AHJ) for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVEROPTIONS Asphalt Nail-On Foam-On Mortar- Wood Underlayment Shingles Tile Tile Set Tile Metal Shakes& Slate Shingles Roofers'Select Yes No No No No No No WinterGuard HT Yes No No No Yes Yes Yes WinterGuard Sand or Yes No No No No Yes Yes Granular Black Diamond Base Yes No No No No Yes Yes Flintlastic SA Cap Yes Yes Yes See 5.5.1 Yes No Yes Yes Flintlastic SA Cap FR No No No No No Yes Yes Metal-ayment Yes No No No Yes Yes Yes Flintlastic GTA No Yes Yes Yes No Yes Yes See 5.5.1 Flintlastic GMS No Yes Yes Yes No Yes Yes See 5.5.1 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE A. Adhesive Florida Product Underlayments Approval Dow TileBondT" FL22525 Flintlastic SA Cap or Flintlastic GMS ICP Adhesives Polyset®AH-160 FL6332 -Flintlastic SA Cap,Flintlastic GTA or Flintlastic GMS 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. MEMO ETC,LLC. Evaluation Report 11610.09.08-R38 Certificate of Authorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11288-R17 CertainTeed Roof Underlayments;(610)651-5847 Revision 18:01/24/2018 Page 4 of 10 ONEMOletc. 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: WinterGuard HT,WinterGuard Sand,WinterGuard Granular or MetaLayment self-adhered to: ➢ New or existing plywood ➢ FlintPrime or ASTM D41 primed new or existing plywood. Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap or Flintlastic SA Cap FR self-adhered to: ➢ New or existing plywood; ➢ FlintPrime,FlintPrime SA or ASTM D41 primed new or existing plywood; ➢ FlintPrime,FlintPrime SA or ASTM D41 primed structural concrete. Flintlastic GMS.in hot asphalt to: ➢ FlintPrime or ASTM D41 primed structural concrete. Flintlastic GTA torch-appliedto: ➢ FlintPrime or ASTM D41 primed structural concrete. 5.6.2 Bond to Mechanically Attached Base Sheet or Adhered Base Ply: ➢ WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self-adhered to: ASTM D226,Type I or II felt. ➢ Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap, Flintlastic SA Cap FR self-adhered to: Flintlastic SA NailBase or ASTM D226,Type I or II felt. ➢ Flintlastic SA Cap or Flintlastic SA Cap FR self-adhered to: Flintlastic SA PlyBase or Flintlastic SA MidPly. ➢ Flintlastic GMS in hot asphalt to: ASTM D226,Type I or 11 felt, ASTM D4601,Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. ➢ Flintlastic GTA torch-applied to: ASTM D226, Type I or 11 felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. 5.6.3 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 or mortar-set tile systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04- 12) and are used in foam-on or mortar-set 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 FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-240 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime or ASTM D41. Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA,self-adhered. Underlayment: Flintlastic GTA,torch-applied or Flintlastic GMS,applied in hot asphalt. #2 Maximum Design Pressure=-555 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime,FlintPrime SA or ASTM D41. Base: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment: Flintlastic SA Cap,self-adhered. NEMO ETC,LLC. Evaluation Report 11610.09.08-R38 Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL11288-1117 CertainTeed Roof Underlayments;(610)651-5847 Revision 18:01/24/2018 Page 5 of 10 J ONEMOletc. #3 Maximum Design Pressure=-105.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)FlintPrime,FlintPrime SA or ASTM D41 Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment: Flintlastic SA Cap,self-adhered. #4 Maximum Design Pressure=-127.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime,FlintPrime SA or ASTM D41 Joints: Min.4-inch wide strips of Flintlastic SA PlyBase,self-adhered over all plywood joints. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment: Flintlastic SA Cap,self-adhered. #5 Maximum Design Pressure=-37.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: ASTM D226,Type II felt or Flintlastic SA NailBase Fasteners: 12 ga.,1Y4-inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch laps and 12-inch o.c.at two(2)equally spaced,staggered rows in the field of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment: Flintlastic SA Cap,self-adhered. #6 Maximum Design Pressure=-45.0 psf*: Deck: Min.15/32-inch plywood to meet project.requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS,applied in hot asphalt or Flintlastic GTA,torch-applied. #7 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS,applied in hot asphalt or Flintlastic GTA,torch-applied. #8 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: Min.1-inch long,12 ga.Simplex Metal Cap Nails Spacing: 6-inch o.c.at the min.2-inch laps and 6-inch o.c.at four(4)equally spaced,staggered rows in the field of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment: Flintlastic SA Cap,self-adhered. #9 Maximum Design Pressure=-60.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga.,1%-inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin caps Spacing: 8-inch o.c. at the min. 2-inch laps and 8-inch o.c. at three (3) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment: Flintlastic SA Cap,self-adhered. NEIVIO ETC,LLC. Evaluation Report 11610.09.08-1138 Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL11288-1117 CertainTeed Roof Underlayments;(610)651-5847 Revision 18:01/24/2018 Page 6 of 10 .1 ONEMOletc. #10 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic PolySMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Y g Fasteners: Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120-inch shank diameter, annular ring shank nails Spacing: 6-inch o.c.at 4-inch lap and 6-inch o.c.at five(5)equally spaced,staggered center rows in the field of the sheet. Underlayment: Flintlastic GMS,applied in hot asphalt. #11 Maximum Design Pressure=-75.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga.,1%-inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin caps Spacing: 6-inch o.c.at the min.2-inch laps and 6-inch o.c.at four(4)equally spaced,staggered rows in the field of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,,self-adhered. Underlayment: Flintlastic SA Cap,self-adhered. #12 Maximum Design Pressure=-90.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet:.• Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather-/ Empire Base Sheet; Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: 'Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced,staggered center rows. Underlayment: Flintlastic GMS,applied in hot asphalt or Flintlastic GTA,torch-applied. #14 Maximum Design Pressure=-105.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced, staggered center rows. Underlayment: Flintlastic GMS,applied in hot asphalt or Flintlastic GTA,torch-applied. #15 Maximum Design Pressure=-105.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga.,1%-inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin caps Spacing: 4-inch o.c.at the min.2-inch laps and 4-inch o.c.at four(4)equally spaced,staggered rows in the field of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment: Flintlastic SA Cap,self-adhered. 5.6.3.1 All other direct-deck, adhered CertainTeed underlayment systems beneath foam-on or mortar-set tile systems carry a Maximum Design Pressure of-45 psf. 5.6.3.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. NEMO ETC,LLC. Evaluation Report 11610.09.08-R18 Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL11288-1117 CertainTeed Roof Underlayments;(610)651-5847 Revision 18:01/24/2018 Page 7 of 10 e , z ONEMOletc. 5.7 Exposure Limitations: Roofers' Select shall not be left exposed for longer than 30-days after installation. Refer to installation instructions specific to anticipated exposure in Section 6. Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall not be left exposed for longer than 180-days after installation. Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic GTA or Flintlastic GMS do not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile atop Flintlastic SA Cap,GTA or GMS, in which case the maximum exposure is 180 days. Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA,for use as a base-layer in a multi-ply underlayment system, shall not be left exposed for longer than 30-days after installation,prior to placement of subsequent underlayment layer. 5.8 Tile Slippage Limitations(per FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIREcT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flintlastic GMS All Max.10-tile stack 4:12 Flintlastic GTA All Max.10-tile stack 6:12 Flintlastic SA Cap Flat Max.6-tile stack(4 over 2) 6:12 Lugged Max.6-tile stack(4 over 2) 5:12 6. INSTALLATION: 6.1 CertainTeed Roof Underlayments shall be installed in accordance with CertainTeed 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 primed the substrate(if applicable). 6.3 Flintlastic SA NailBase,Flintlastic SA PlyBase,Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA: 6.3.1 Flintlastic SA NailBase,Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid- layer in multi-ply underlayment systems beneath Flintlastic SA Cap or Flintlastic SA Cap FR. 6.3.2 Flintlastic Ultra Glass SA is limited to use as a base-layer in multi-ply underlayment systems beneath Flintlastic GTA or Flintlastic GMS. 6.3.3 Install the base-layer underlayment to the substrates detailed in Section 5.6 in accordance with CertainTeed published installation instructions, followed by the final underlayment layer in accordance with the instructions outlined below for the particular top-layer underlayment. 6.3.4 Roof cover limitations are those are those associated with the top-layer underlayment, as set forth in Table 1. NEMO ETC,LLC. Evaluation Report 11610.09.08-1138 Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL11288-1117 CertainTeed Roof Underlayments;(610)651-5847 Revision 18:01/24/2018 Page 8 of 10 t d ONEMOjetc. 6.4 Black Diamond Base,Flintlastic SA Cap . or MetaLayment: 6.4.1 Shall be installed in, compliance with current CertainTeed published installation requirements and FBC 1507 for the type of prepared roof covering to be installed. 6.4.2 Non-Tile Applications: Shall be fully self-adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end-laps minimum 6-inch wide, pressed firmly with a seam-roller, and offset end-laps minimum 2 feet from course to course. Consult CertainTeed instructions for use of FlintBond SBS Modified Bitumen Adhesive, trowel grade, on "the 6-inch end laps and T-seam detailing. Consult CertainTeed instructions regarding back-nailing requirements. 6.4.3 Tile Applications Flintlastic SA Cap only): Reference ismade to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein. For mechanically fastened.tile roofing over 2-ply system, consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.3 herein. 6.5 Flintlastic GTA: 6.5.1 Flintlastic GTA shall. be installed in .compliance with current CertainTeed .published installation requirements. For use in tile applications, Flintlastic GTA is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.2) 6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end(vertical) laps minimum 6-inch wide,and offset end-laps minimum 3 feet from course to course. Side and end-laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.5.3 Consult CertainTeed instructions regarding back-nailing requirements. 6.6 Flintlastic GMS: 6.6.1 Flintlastic GMS shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, Flintlastic GMS is for use as-an alternate to "Mineral Surface Roll.Roofing"(ASTM D6380,Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. 6.6.2 Flintlastic GMS shall be fully asphalt-applied to the substrates noted in Section 5.6. Side(horizontal) laps shall be minimum 3-inch and end(vertical),laps minimum 6-inch wide,and offset end-laps minimum 3 feet from course to course. Side and end-laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6.3 Consult CertainTeed instructions regarding back-nailing requirements. NEMO ETC,LLC. Evaluation Report 11610.09.08-1138 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL11288-1117 CertainTeed Roof Underlayments;(610)651-5847 Revision 18:01/24/2018 Page 9 of 10 ONEMOletc. 6.7 Roofers'Select: 6.7.1 Standard-Slope Application (4:12 and greater): Starting at the lower edge of the roof, apply a single layer of Roofers' Select parallel to the eaves, overhanging drip edge by%2-inch. Overlap ends (vertical laps) at least 4-inch and sides (horizontal laps) at least 2-inch. Offset end laps from course to course at least 6- feet.Apply flat and unwrinkled,fastening as required to hold in place. 6.7.2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by applying a double layer of Roofers'Select parallel to the eaves. Begin by applying a 19-inch wide starter strip of Roofers'Select along the eaves, overlapping the drip edge by%-inch. Place a full-width sheet over the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36-inch.wide courses up the roof slope, overlapping the previous course by 19-inch in "shingle-fashion". Overlap ends at least 12- ,inch. Offset end" laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.3 Eaves Flashing for Ice Dam Protection (all slopes): Eaves flashing may be constructed from self-adhering waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofers' Select cemented together with asphalt roofing cement (ASTM D 4586,Type II). Eaves flashing should be installed to a level of at least 24-inch inside the interior wall line,or in areas of severe icing, at least up to the highest water level expected to occur from ice dams to the satisfaction of the Authority Having Jurisdiction(AHJ). 6_8 Tile Staging(Flintlastic SA Cap,Flintlastic GTA or Flintlastic GMS): 6.8.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and CertainTeed published requirements for tile staging. 6.8.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed,such as the use of battens or nail-boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction (AHJ) in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: 5 Contact the noted CW agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification .. ASTM D1970 WinterGuard HT,MetaLayment,Flintlastic SA PlyBase ASTM D4601 Flintlastic SA NailBase ASTM D6163 Flintlastic SA Mid Ply,Flintlastic Ultra Glass SA,Flintlastic SA Cap FR Little Rock,AR ASTM D6164 Flintlastic GMS ASTM D1970,ASTM D6164& Flintlastic SA Cap FRSA/TRI April 2012 ASTM D6222 Flintlastic GTA Shakopee,MN ASTM D1970 WinterGuard Sand,WinterGuard Granular,Black Diamond Base Sheet, Shreveport,LA I ASTM D6757 Roofers'Select 9. QUALITY ASSURANCE ENTITY: UL, LLC.—QUA9625;(414)248-6409;karen.buchmann@ul.com -END OF EVALUATION REPORT-- NEW ETC,LLC. Evaluation Report 11610.09.08-1118 Certificate ofAuthorizatlon#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11288-1117 CertainTeed Roof Underlayments;(610)651-5847 Revision 18:01/24/2018 Page 10 of 10