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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Cde Online Page 1 of 2 SCANNED BY Professional, t Lucie County ira BCIS Home I Log In I User Registration Hot Toplcs ( Submit Surcharge I Stats & Fads I Publications FBC Staff I BCIS Site Map Links Search dr O�W�vo' Product Approval mr;.-� USER: Public User R"CEIND Product Approval Menu > Product or Application Search > A'onlicatlon Llst> Application Detail FL # FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration C Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext2305 kerri_eden@tamko.com Kerr! Eden kerri—eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext2305 kerrLeden@tamko.com Roofing Asphalt Shingles Permitting Department St. Lucie County, FL Evaluation Report from a.Fiorlda Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 UL LLC 01/07/2019 Locke Bowden P.E. 2 Validation Checklist - Hardcopy Received FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shingles final ocif Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Approved Testing Lab FL18355 R4 Eguiv UL letter for standards for FBC 2017 Ddf FILE COPY http://www.floridabuilding. org/prlpr_app--�ldtl. aspx?param=wGEVXQwtDquvosrHazGXQ... 5/24/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description ?18 55.'1 Glass -Seal, Elite Gass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritagel Premium, Heritage Woodgate, Heritage Vintage,.Hip and Fjiidge, 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 frial.odf Approved for use outside HVHZ: Yes 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 flnal.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. Coov Naht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public recordL 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 Octoberll, 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: 0 ® M j , Credit..Card Safe http://www.floridabuilding.org/pr/pr_app_dt�. aspx?param=wGEVXQwtDquvosrHazGXQ... 5/24/2018 CREEK TECHNICAL EVALUATION REPORT Manufacturer: Manufacturing Plants: Quality Assurance SCOPE TAMKO_BUILDING PI 220 West 4`" Street Joplin, MO 64801 (417) 624-6644 Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL UL LLC (QUA9625) Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, Properties: Physical properties, REFERENCES Enti PRI. Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI'Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) CREEK Technical Services LLC (ANE11669) Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 LLC (813) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) UCTS 507.2.7.1, 1523.6.5.1 Vind Resistance, Wind'Driven Rain Report No. TAP-043-02-01 TAP-051-02-01 TAP-054-02-01 TAP-114-02-01 TAP-117-02-01 TAP-130-02-01 TAP-131-02-01 TAP-165-02-01 TAP-280-02-01 TAP-303-02-01 TAP-307-02-01 TAP-314-02-01 Rev 2 TAP-315-02-01 TAP-317-02-01 02NK9507 04NK24366 05NK28006 06NK03898 08CA59132 09NK07896 10CA50498 1OCA64882 11NK14014 12CA24551 4786110543 4787043752 4787148748 TBP 15001.3 Issued September 25, 2017 Standard TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 ASTM D 6381 TAS 100 ASTM D 3161 ASTM D 3462 ASTM D 6381 UL 2390 ASTM D 7158 ASTM D 3161 ASTM D 3462 ASTM D 3161 ASTM D 3161 ASTM D 3462 ASTM D 3462 ASTM D 3161 ASTM D 3161 ASTM D 3462 ASTM D 3161 ASTM D 6381 ASTM D 3161 ASTM D 7158 ASTM D 3161 ASTM D 3462 Calculations Year 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 2008(2013)e1 1995 2016 2010A 2008(2013)e1 2011 2016 2010A 2016 2016 2010A 2010A 2016 2016 2010A 2016 2008(2013)e1 2016 2011 2016 2010A 2017 TBP15001.4 I 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 o 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 I �l CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION TAMKO BUILDING PRODUCTS Asphalt Shingles Elite Glass -Seal® 12-1/4" x 36", ASTM ID 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", ASTMID 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick & asphalt shingle with 1berglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules co plying 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 Isides with asphalt and surfaced with ceramic granules complying shall be used in the non-HVHZ only. with ASTM D 3462.=STM Heritage® 13-1/4" x 39-3/8",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) �STM Heritage® Premium 13-1/4" x 39-3/8", 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 AST D 3462. Tuscaloosa) Heritage® Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectiral asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Vintage® 17-1/2" x 40", ASTY D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architec ural 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, lamina ed 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 thi 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 I D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 I 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 orl 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 TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal® (Frederick, Joplin & Tuscaloosa) Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Nailing Area Nailing Area TBP15001.4 Basic Wind Speed (V Basic Wind Speed (V Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (No 1" 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. 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 T 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. I►►:11�y 8-7ff 5-118" Butt Edge Figure 1. I Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) 6-718° 5-118" IButt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern 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 orlquality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply I arranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Heritage@ Woodgate (Dallas & Frederick) 6-118" TBP15001.4 Basic Wind Speed .(V Basic Wind Speed (V Deck (HVHZ): 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. 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. NAIL ZON E 'COMMON BOND EXPOSURE 6-6/8" 12-1 /2" - i12-3/8" -► 12-1 /2"-►I �+-1 " Figure 3. Heritage@), Heritage® Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) Figure 4. This evaluation report is provided for State of Florid Technical Services, LLC of any product changes or This evaluation report does not express nor imply v specifically addressed herein. NAIL ZONE COMMON BOND EXPOSURE 3-518" 7-&&1110�1- 7-1 /2"-1100-771/2"-111� 11-1 " itage@) & Heritage@) Premium 6 Nail Pattern FL18355-R4 Page 4 of 11 product approval under Rule 61G20-3. The manufacturer shall notify CREEK uality assurance changes throughout the duration for which this report is valid. rranty, installation, recommended use, or other product attributes that are not GRE�K _ TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC NAIL°ZDNFJ _ 4 ASTE.NEFtS' COMMON BOND, fi 1/S" FJ(PpSURE5`518" koo" ' 7112'. 1/2y�71/2u1►)-1„ Figure 5� Heritage® Woodgate 6 Nail Pattern -►11";T';! .12-1 /2" ►! �e12-1 /2"%�1"�]'�� •® Common Bond i F STENERS. t I l I T � T C co +� 1 Figure 6. Heritage®, Heritage® Premium, & Heritage@ Woodgate Alt !rnate 6 Nail Pattern PAINT` .._ a.,, ,_ .._....:...._... LINE YNK rNAILZ©NE":: COMM.0N; BOND, .. .. F.OSURE. PREFERRED: • FASTENERS !LOGATION Figure Heritage® (Tuscaloosa) Expanded Nail Zone NO 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 (Frederick) Basic Wind Speed Deck (HVHZ): 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. 1.9/32 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 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 i 1T 51J2" . IXPOSURE 5" [I :H .. Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FAST NERS COMMON BOND 51/2" E RE 5" 91- W4*--j 4+ 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 orOality assurance changes throughout the duration for which this report is valid. . This evaluation report does not express nor imply vyarranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Woodgate Basic Wind Speed.(\ (Frederick) Basic Wind Speed (\ Deck-(Non-HVHZ)'. Underlayment: Min. slope: Installation ( Figure 10. h 4: Nail Figure 11. 1 TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 1.94 mph Max. 150 mph 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 :FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. T EXPOSUREVI ® Woodgate (Frederick) I (non-HVHZ only) ZONE/ MON BOND NAIL ZON E/ /COMMON BOND T. EXPOSURE 5" itage® 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. CREEK TECHNICAL SERVICES, LLC Heritage® Vintage® (Phillipsburg) TBP15001.4 Basic Wind Speed (V„110: Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ) Installation (Non- 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. 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. au' 5 ugmone 6cposure e Notch ��taala• � �+—ta�a•� Figure 12. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage® Vintage® 1 6 Nail Pattern This evaluation report is provided for State of Florid Technical Services, LLC of any product changes or This evaluation report does not express nor imply specifically addressed herein. 17-IJ2" v-ur FL18355-R4 Page 8 of 11 a product approval under Rule 61 G20-3. The manufacturer shall notify CREEK quality assurance changes throughout the duration for which this report is valid. tarranty, installation, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC Hip & Ridge (Frederick & Joplin) TBP15001.4 Basic Wind Speed (VL Basic Wind Speed (V; Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: Direction of prevail) IR Fast Figure 2 Figure 14. This evaluation report is provided for State of Florid Technical Services, LLC of any product changes or This evaluation report does not express nor imply specifically addressed herein. TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 1:94 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. wind exposure & Ridge (Frederick-& Joplin) FL18355-R4 9of11 product approval under Rule 61G20-3. The manufacturer shall notify CREEK iality assurance changes throughout the duration for which this report is valid. rranty, installation, recommended use, or other product attributes that are not CREEK TECHNICAL -SERVICES, LLC Vintage® Hip &, Ridge . Basic Wind Speed (V,, (Phillipsburg)- Basic Wind Speed (Val Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: Direction of pre 5. rn1 TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 1.9/32 in. plywood or wood plank for, new construction; Mina 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 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. ling wind Figure 1 V,cposure -I Fastener Fastener -1/2" Figure 2 1/4f1 Figure 3 Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.4 I FL18355-R4 Page 10 of 11 This evaluation"report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orj quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply 7rranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODUCTS Asphalt Shingles 1) Fire Classification is not within the scope If 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 end 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 ifree 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 thel 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 anufactured 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. �GPFtY R. A ,i �. GNS E,• .FS . No 74021 S TAT E O IF : �1/ ORI 41nnr►► CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor products under this evaluation. CREEK Technical Services, LLC is not owned, opere this evaluation. Zachary R. Priest, P.E. does not have, nor will acgi under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquir product. TBP 15001.4 This evaluation report is provided for State of Florid Technical Services, LLC of any product changes or This evaluation report does not express nor imply H specifically addressed herein. 11:31:41 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 it acquire, a financial interest in any company manufacturing or distributing or controlled by any company manufacturing or distributing products under a financial interest in any company manufacturing or distributing products a financial interest in any other entity involved in the approval process of the END OF REPORT FL18355-R4 Page 11 of 11 product approval under Rule 61 G20-3. The manufacturer shall notify CREEK uality assurance changes throughout the duration for which this report is valid, rranty, installation, recommended use, or other product attributes that are not