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Home My WebLink AboutProduct approvals o � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts t Publications Contact Us 1 BCIS Site Map j Links 11 Search ! Fonda . . , . Product Approval i USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL FL18355-114 Application Type Revision { Code Version 2017 Application Status Approved i Comments Archived ❑ Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext2305 ikerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerr!Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 I kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles i i 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 1011 8/2 0 2 1 " Validated By Locke Bowden P.E. ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTM D D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Equiv UL letter for standards for FBC 2017.pdf Sections from the Code 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 SummarV 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 Eval 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 TB1315001.4 2017 FBC Eval Report Shingles final.pdf Created by Independent Third Party:Yes I i 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 mail 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(i),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 hem. Product Approval Accepts: � _7 Credit Card_ Safe CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1 j Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6th Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer. pR'F''- 2017.09.25 E N S�.•• No 74021 = /Z(b 11 :31 :41 � .�. = ppwpNgLRa0.MN Ct_ - 04'00' O STATE OF :�QJ � •'•'c( O P;•'�� Zachary R. Priest, P.E. �% Florida Registration No.74021 '��is�0►�q�� Organization No.ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. i Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"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 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-064-02-01 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 TABS+100 1995 I'R1 Construction Materials Tech ncicgies(TST5u78) TAP I-V2-01 TAS 4100 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)ei 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) OSNK28006 ASTM D 6381 2008(2013)e1 1 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 201 OA UL LLC(TST9628) 1 OCA50498 ASTM D 3462 201 OA UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 201 OA UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)ei 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 iriipiy warranty, installation, recon-unerided use,or other product attributes that are riot specifically addressed herein. _ CREEK TAMKO BUILDING PRODUCTS "� Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with j ASTM D 3462. i i 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. i Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage®Hip and Ridge 12"x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. � � TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed (Vuit): Max. 194 mph (Frederick,Joplin& Basic Wind Speed Mnd): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; I & Solidly sheathed min. 19132 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. I 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. f NAILS Nailing —----- - - ---- ----------------------------- Ares -----------=--------------------------------------- --- - -5 118" i Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) i NAILS 6-718° Nailing . ....................------- ------.....---------�.......-.......-- --__.. ._ . — — -- ---------------------......—.....^......._. JAM I Butt Edge i Figure 2. Elite GI2ggSeal&Glass-Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. �� TAMKO BUILDING PRODUCTS Asphalt Shingles 11001111111111111 TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed (V it): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed (V.sd): Max. 150 mph Phillipsburg«Tuscaloosa) Deck (H✓HZ\). I.accordance wiaL.l 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 j 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 5-518 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. I FASTENERS NAIL ZONE COMMON BOND -1/$° FEXPOSURE 6-619' I 1" 12-1/211-►h- 12-3/8" --►�- 12-1 I2"-� �-1" Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate(Dallas) j 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON VBOND 61 EXPOSURE 3-61W 1" I4-7-112°r►�-7-112"-►�4- 7�18'�4-T-i f�"-�-T-112"-M �t-1° Figure 4. Heritage®&Heritage®Premium 6 Nail Pattern i TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 TAMKO BUILDING PRODUCTS G R .,y" EK Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE! ASTENERS GOMMON.13'Ohlt� El(POSURE.5.5/v 1,44 k-1J2+7-1/2+-W 7-1/21+7-1/2A� �=1 Figure 5. Heritage®Woodgate { 6 Nail Pattern I I I i 12-1/2"--*111"i1"l<- i i i i i i i i i i i i Common Bond FASTENERS Ll i M j 39-3/8" Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7/8" _ ......._ -NAILZONE fi-1�8" EDGE OF COMMON BOND i `EXPOSURE' ACCEPTABLE ;- FASTENER LOCATION DO NOT FASTEN ALONG EDGE-OF ---.-- -- COMMON BOND PREFERRED FASTENER LOCAn ON 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. �� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERYICEs, LLC Heritage®Premium Basic Wind Speed (Vuit): Max. 194 mph (Frederick) Basic Wind Speed (Vnd): Max. 150 mph Dc%n(HVH In aCCuruancc with FBC fegiifrcmcni5; 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. j NAIL ZONE/ FASTENERS CQMMON BOND 5'f2" EXPOSURE 5" i 1 11" 12" Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) I NAIL ZONE/ FASTENERS COMMON BOND I 51f2" SURE 5" El 1"�1 '"" I-91/2 J_„�L 9"�u S1 f2� I,-,y n �I f Fiigg'Ju'ree 9. Heritage@ Premium (Frederick) ! 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 (Vui,): Max. 194 mph (Frederick) Basic Wind Speed M,d): Max. 150 mph Deck(Non-I--IV IZ): 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. Uiideriayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to I the manufacturer's application instructions when installing I shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS WT COMMON BOND 5-112" EXPOSURE VI 11" .. -12-315" Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON E1 FASTENERS COMMON BOND i t 5.1l2"' EXPOSURES" 1"� � g-112"�43'11�-9�18°�3�►�-8-112"—►I �-1" Fiaure 11. Heritaae®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. �� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERYICEs, LLC Heritage®Vintage® Basic Wind Speed (V it): Max. 194 mph (Phillipsburg) Basic Wind Speed Wmd): Max. 150 mph Desk(I i��I lz-): in accordance with FBC requirciiicni5; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing constructloI 1. Deck(Non-HVHZ): In accordance with FBC requirements; i 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 y T Notch b, FaMners Nail - - — - - — — - - — — - - one r 7an° Fx posu re yin —¢im 9-IN "Im 9-IN � -v i-th• Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) 4V EXPaeUra Nordf 7T Knee �. Fefees 9 Zone 17 irz } --- --- -I- 7�IT -1 1- 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,,,t): Max. 194 mph (Frederick&Joplin) Basic Wind Speed (Va,d): Max. 150 mph neck(H VHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing cord. LIor. 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 y1/8" exposure { -1 II Start Figure 1 here 5-1/8"exposure i 1„ a ner Wk.Fastener steFigure 2 gre 3 1/4" 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'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 � TAMKOBUILDINGPRODUCTS j� Asphalt Shingles TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed (V„it): Max. 194 mph (Phillipsburg) Basic Wind Speed (Vasa): Max. 150 mph DcGk(HlViiZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing con Struction. Deck(Nan-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 prevailing wind hStarrt 5�" exposure -I 11 Start 5 here " exposure Figure 1 Igo V 55 Fastener Fastener I Figure 2 14 Figure 3 Figure i5. Vintage@ Hip& Ridge(rhiiiipsburg) 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. GDEEK TAMKO BUILDING PRODUCTS j"� Asphalt Shingles TECHNICAL SEIavICES, 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. j 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 ha manufactured cinder a quality assurance program in rnrnpl'iance with Rule 61 G20-3. COMPLIANCE STATEMENT I l lie plod UlitS evaluated herein by Zachary R. Priest, P.L. IIa1fG demonstrated 001I1p11a1Il.G Wltll t11G Florida UtI IIUlIIg Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. 0ENSFZ�s,' 2017.09.25 No 74021 11 :31 :41 -04'00' ��,13'. STATE OF : 44/� 0 • T'•.'O� O P,:N��: Zachary R. Priest, P.E. • R C?%%` Florida Registration No.74021 S•' N � %%% Organization No.ANE11669 CERTIFICATION OF iNDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein.