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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 scANNBBusiness & Professional Regulation 1 y y ED a" 4v St LLjels INAU BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida r G-11210-0. Product Approval USER: Public User Product Approval Menu > Product or Aoolication Search > FL # Application Type Code Version Application Status /$b3'o3?7 1jg > Application Detail OJT. LUCTE COUNTY BUILD_ ' IVISION REVIEVVED FOR COriP E FL18355-R4 REVIEWED BY Revision DATE57F�(8 2017 PLANS AND PERMIT XU.9T BE KEPT ON JOB Approved OR NO WSPECTION WILL DE 51."E. Comments Archived T HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS _ Product Manufacturer TAMKO Building Products, Inc. REQUIRED BY FIELD INSPECTORS THAT Address/Phone/Email PO Box 1404 Joplin, MO 64802 MAY BE NECESSARY IN ORDER TO 24 (417) 624-6644 Ext2305 kerri_eden@tamko.com 6AMp6Y wiTH IAW,I,111P{.IOAPLA 00045e µ . Authorized Signature Kerri Eden kerri_eden@tamko.com CONMED FASTENERS OR ATTACHMENTS Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 ARE THE RESPONSIBIL" OF THE Joplin, MO 64802 624-6644 Ext CONTRACTOR OF RECORD kerri_eden@tamko.com kern Quality Assurance Representative Address/Phone/Email FILL IN 91 vp T Category =AsphaltShingles Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name whd 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.Ddf Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7158 TAS 100 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2011 1995 Approved Testing Lab FL18355 R4 Eauiv UL letter for standards for FBC 2017.Ddf https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 3/13/2018 Florida Building Code Onlin�- Page 2 of 2 1, Product Approval Method Date Submitted Date Validated Date Pending FBC Approval .I Date'Approved Summary oVProducts' • �, I ,:�li ft°; {pit t�?;:". Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 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 `r l i Installation Instructions tppr_oved for,,use in HVHZ: Yes FL18355 R4 'II TBP15001.4 2017 FBC Eva[ Report Shingles final.pdf Approved for'use outside HVHZ: Yes ! IrilpabVResistant: N/A Verified By: Zachary R. Priest PE 74021 Design`Pre'ssure• N/A 'Otlter�.See.evaluation report for limits of use. Created by Independent Third Party: Yes Evaluation Reports /'. I' • . r `r" *''r' [ FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Shingles final.Ddf 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 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(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if v. 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 r " '.! 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 f ` - Chapter 455, F.S., please click here . (. - , ;, I p( • • Product Approval Accepts: 1�7- Credit Card Safe https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 3/ 13/2018 CREEK _Certificate of Authorization No. 29824 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 September25, 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 I Ent 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) TAPA31-02-01 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)el 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) 10CA50498 ASTM D 3462 2010A UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 UL LLC (TST9628) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 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 sidesl 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", AST I 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 ion-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. GDEEK I TAMKO BUILDING PRODUCTS j� Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal® Basic Wind Speed (Vuit): (Frederick, Joplin & Basic Wind Speed (Vasd): Tuscaloosa) Deck (HVHZ): Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): I Max. 194 mph iMax. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-1/8-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. Nailing - — - - _ !- -! = - -- - - - - - - 6-70 Area............... - -- -- - 5-1lt3" Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ.only) -7$11 M/8" 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. CREEK TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed (Wit): (Dallas, Frederick, Joplin, Basic Wind Speed (Vasa): Phillipsburg & Tuscaloosa) Deck (HVHZ): Heritage® Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): Heritage® Woodgate (Dallas & Frederick) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ),I I 6-1/8" TAMKO BUILDING PRODUCTS Asphalt Shingles I Max. 194 mph Max. 150 mph In accordance with FBC requirements; ;Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing. construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. 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. ENERS NAIL ZON E COMMON BOND EXPOSURE 6-618" 1 " 12-1 /211 12-3/8" 1 2-1/2" -► �1 " Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) I i NAIL ZONE COMMON BOND IE 5-518" 1'-1►I h-7-1/2"-►�- 7-112"- �—V Figure 4. Heritage® & Heritage® Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC �7-1/2+7=1/2'—* "'q- 78+7.=1/2+74/24 Figure 5. Heeitage®Woodgate 6 Nail Pattern -►I1"i7"F 12-1/2"��---12-1) , ii ;i „ a r ; ; rm :'0y i� Figure 6. Heritage®, TAMKO BUILDING PRODUCTS Asphalt Shingles ZONE/ MON BOND ® Common Bond ° t r �E l B„ I D Premium, & Heritage® Woodgate 6 Nail Pattern E- ACCEPTABLE ......... .... FASTENER LOCATION U0 NOT FASTEN r ALO. G EDGE:.OF ---. -- "COMMONBOND. . `:::PREFERRED fASTENER- LO..CATI 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (Vint): (Frederick) Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation TAMKO BUILDING PRODUCTS Asphalt Shingles I Max. 194 mph Max. 150 mph ,In accordance with FBC requirements; !Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. 0S13 existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or"6 Nail Pattern" detailed below. NAIL ZONE/ 'COMMON BOND 51�.I11 � f EXPOSURE 511 1 "� � 11 "--►�— 12" —►�-11 "--� �--1 ° Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ COMMON BOND 511 Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC I 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. 15132 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 2.1:12. 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. COMMON BOND T inEXPOSUREV 11"----12-318 Figure 10. Heritage®Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) t 5.112" I n 5- 1"�-►II!—v Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TBP15001.4 This evaluation report is provided for;State of FI Technical Services, LLC of any product change: This evaluation report.does not express nor imr specifically addressed herein. NAIL ZON V COMMON BOND FL18355-R4 Page 7 of 11 rida.product approval under Rule 61G20-3. The manufacturer shall notify CREEK or quality assurance changes throughout the duration for which this reportis valid. warranty, installation, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (Wit): (Phillipsburg) Basic Wind Speed (Vasa): Deck (HVHZ): b" Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph ;Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for 'new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. LiFxF — t�+—roan —•{ I �—taaro•—*� Figurel12. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage® Vintage® 6 Nail Pattern 17.1W Exposure Notch 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 TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V„it): (Frederick & Joplin) Basic Wind Speed MV d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: Direction of prevailing Start ere— rnl Figure 1 1� ` Fastener Figure 2 TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Figure 14. Hip & Ridge (Frederick & Joplin) wposure 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. J CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Vintage® Hip. & Ridge Basic Wind Speed (Vuit): 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 Figure 1 Fastener r �5-1/2" Figure 2 o-- exposure rigure s Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State offlorida 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 CREEK 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 lin horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t' Edition (2017) as evidenced in the referencedldocuments submitted by the named manufacturer. .%��%RY"R ��p��,, �,• GAP 9i ' No 74021 � 13 53 STATE OF .: <v�lZ I CERTIFICATION OF INDEPENDENCE 11:31:41 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. i 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.