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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 �� ,� w��•� Iff i ■ Florida DFpatt0lfiliof SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff 1 BCIS Site Map Links Search Busines Professi I SER PubuApproval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail I FL# FL16305-R4 Application Type Revision Code Version 2014 Application Status Approved Comments i Archived ❑ Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta,GA 30328 (770)946-4571 mcollins@atlasroofing.com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Address/Phone/Email 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 12/31/2020 Validated By Locke Bowden ® Validation Checklist-Hardcopy Received Certificate of Independence FL16305 R4 COI ATL13002.4 2014 FBC Product Evaluation Shingles.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMj gU 1 j 3N 1... 7/7/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/28/2015 Date Validated 06/29/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL# Model,Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16305 R4 II ATL13002.4 2014 FBC Product Evaluation Approved for use outside HVHZ:Yes Shingles.pdf Impact Resistant:N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use Evaluation Reports FL16305 R4 AE ATL13002.4 2014 FBC Product Evaluation Shingles.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 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 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 hgce_. Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N1... 7/7/2016 I s� Certificate of Authorization No.29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5TH EDITION(2014) Manufacturer: ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770)612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield,TX Ardmore, OK Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATL-106-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATLA 07-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATLA 09-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies(TST5878) ATLA 16-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATLA 18-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATLA 19-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATLA 23-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies(TST5878) ATLA 25-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies(TST5878) ATL-132-02-01 ASTM D 3161 2009 i TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATLA 33-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-135-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATLA 36-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATLA 37-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies(TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies(TST5878) ATL-143-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-144-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATL-162-02-01 TAS 100 1995 PRI'Construction Materials Technologies(TST5878) ATL-167-02-01 ASTM D 3161 2009 PRI'Construction Materials Technologies(TST5878) ATLA 68-02-01 ASTM D 3161 2009 TAS 107 1995 PRI'Construction Materials Technologies(TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATL-170-02-01 ASTM D 3462 2009 ATI-13002.4 FL 16305-R4 Page 1 of 9 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 ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES,LLC PRI Construction Materials Technologies(TST5878) ATLA 71-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATLA 74-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies(TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies(TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATLA 87-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster@30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, (Ardmore&Hampton) thermally-activated,self-sealing sealant stripe that complies with ASTM D 3462. Tough-Master®20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, (Ardmore&Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-Cut®Hip&Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a (Ardmore&Hampton) dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-Cut®Starter Strip ASTM D 3161, Class F fiberglass reinforced,starter asphalt shingle with a dashed, (Hampton) thermally-activated,self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTm Architectural ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated (Hampton&Meridian) architectural asphalt shingle with a dashed,thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle@ Pristine, ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle@ Pristine architectural asphalt shingle with two, dashed,thermally-activated,self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. (Darigerfield,Hampton& Meridian) StormMaster@ Shake ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated (Dangerfield) architectural modified asphalt shingle with two, dashed,thermally-activated,self-sealing sealant stripe that complies with ASTM D 3462.: StormMaster@ Slate ASTM D 3161, Class F&.ASTM D 7158, Class H fiberglass reinforced, laminated (Ardmore) architectural modified asphalt shingle with two,dashed,thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. I I ATI-13002.4 FL 16305-R4 Page 2 of 9 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. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL,SERVICES,LLC INSTALLATION GlassMaster@ 30& Basic Wind Speed(Vint): Max. 194 mph Tough-Master@ 20 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. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation(HVHZ): Installed with 5-inch 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-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. 36' - j Nails 12" ■ a . . A Y v Figure 1. GlassMaster@ 30&Tough-Master@ 20 4 Nail Pattern (Non-HVHZ only) 36" -1 I- "1 Nails J- 12" ■ 5518" Figure 2. GlassMaster@ 30 8Tough-Master@ 20 6 Nail Pattern I ATL13002.4 FL 16305-R4 Page 3 of 9 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 ATLAS ROOFING CORPORATION j� Asphalt Shingles TECHNICAL SERVICES,LLC ProLAMTm Architectural Basic Wind Speed(Vw,): Max. 194 mph 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. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation(HVHZ): Installed with 6 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 6 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. 39 M" Min.12 go gaba ked roofing nal wiM min.3B'head 1" 12112° 1" TVP 0 =1 � 14" 6' 61114" I Figure 3. ProLAMTm Architectural Shingle I 4 Nail Pattern (non-HVHZ only) 39 319- Mln.12ge.plar f. 6.9 shank rooing nal wlh mfn.W head ,• 7 1(C T1'P 1. Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 4 of 9 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. G ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL,SERVICES,LLC Pinnacle®Pristine& Basic Wind Speed(Vwt): Max. 194 mph StormMaster®Shake 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. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation(HVHZ): Installed with 6 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 6 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. 39 316' Nen.12 ga.gah ardzed roaMg nae 1111"In.3R•head r 12112•� r TYP C�D0 0 0 0 0 =1 F--1 0 Ll 13• 6• 6 7/e' Figure 5. Pinnacle®Pristine and StormMaster®Shake 4 Nail Pattern (Non-HVHZ only) 3938' I MM,12 ga.g3Mdntrea Ong shank nad wdh In,39'hell /1• 717 t' 0 0 Oo0 O O Oa CD-CD O 0 0 0 C� O O O Oo 14. O O O O O O O O O O O O O O �O C3 O O O O 6, 6 716' I L Figure 6. Pinnacle®Pristine and StormMaster®Shake 6 Nail Pattern ATI-13002.4 FL 16305-R4 Page 5 of 9 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 ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES,LLC StormMaster@ Slate Basic Wind Speed(V„ic): Max. 194 mph 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. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation(HVHZ): Installed with 8.5 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 8.5 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. 9" 1 J Figure 7.StormMaster@)Slate 4 Nail Pattern 9" Figure 8. StormMaster@ Slate 6 Nail Pattern ATI-13002.4 FL 16305-R4 Page 6 of 9 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. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES,LLC Pro-Cut®Starter Strip Basic Wind Speed(Vwt): Max. 194 mph 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. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation(HVHZ): Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installation (Non-HVHZ): Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. >z- H pron 12 ga.1-W-,Ing shank nail o c i yr-3- Figure 9. Pro-Cut®Starter Strip ATI-13002.4 FL 16305-R4 Page 7 of 9 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. Cp ATLAS ROOFING CORPORATION IZ K Asphalt Shingles TECHNICAL SERVICES,LLC Pro-Cut®Hip&Ridge Basic Wind Speed(V,wt): Max. 194 mph Basic Wind Speed`V asd): 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(HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. I 12" 1 12 ga.1-1/2"ring I shank nail j -- - - _— _^— 12„ 6" i i Figure 10. Pro-Cut®Hip&Ridge ATL13002.4 FL 16305-R4 Page 8 of 9 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. DEEK ATLAS ROOFING CORPORATION j'j Asphalt Shingles TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 33-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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5v'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. %0. . R.•%Z 2015.06.2 No 74021 �,. 9 12:55:48 �cc_ :_ w _04'00' :�•• STATE OF .'4U 0 P•:��; I �`•••4 O R 1�.• �`� Zachary R. Priest, P.E. %`, Florida Registration No. No.74021 21 Organization 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. i END OF REPORT ATI-13002.4 FL 16305-R4 Page 9 of 9 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.