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Home My WebLink AboutProduct Approval Florida Building Code Online Fi HC COPVge 1 of 2 BCIS Home Log In User Registration j Hot Topics Submit Surcharge i Stats&Facts Publications I Contact Us 'BCIS Site Map I Links Search ba REVIE 'ED FUR Product Approval CODE C?MP■ IANC #' USER:Public User L STo LU CIE COUNTY ag Product Approval Menu>Product or Application Search>Aonlicaticn List>Application Detail (� / « _ . FL# FL16305-R10 ®Ocic q to Application Type Revision Code Version 2020 Application Status Approved Comments Archived C 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 f....I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 12/31/2024 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16305 R10 COI ATL13002.10 2020 FBC Eval Shingles final.odf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTM D 7158 2019 TAS 100 1995 TAS 107 2020 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMj gUl j 3N... 8/11/2021 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 02/11/2021 Date Validated 02/11/2021 Date Pending FBC Approval 02/22/2021 Date Approved 04/13/2021 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 RIQ II ATL13002..10 2020 FBC Eva[Shingles Approved.for use outside HVHZ:Yes final.Ddf Impact Resistant:N/A Verified By: Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third tarty:Yes Other:See evaluation report for limits of use Evaluation Reports FL16305 R10 AE AT1.13002.10 2020 FBC Eval Shingles final.odf 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 Ian 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: W] ® El M Credit Card- Safe • a https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDquJBMjgU 1 j 3N... 8/11/2021 <.,s Registry No.29824 CREEK- ` 17520 Edinburgh Dr Tampa,FL.33647 TECHNICAL. SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 7"EDITION(2020) Manufacturer: . ATLAS ROOFING CORPORATION Iss led February f1, 2021 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770)612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield,TX Ardmore, OK Franklin,OH Quality Assurance: PRI Construction Materials Technologies, LLC - (QUA9110) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Edition: Florida Building Code,7"'Edition(2020)including High-Velocity Hurricane Zones(HVHZ) Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain PRODUCT DESCRIPTION Legend(Ardmore) ASTM D 3161, Class F fiberglass reinforced, -3-tab asphalt shingle with'a dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. 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 i STM 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, (Ardmore&Hampton) thermally-activated,self-sealing sealant stripe that complies with ,ASTM D 3462. ProLAMTA°Architectural ASTM,D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated (Hampton,Franklin& architectural asphalt shingle with a dashed,thermally-activated,self-sealing sealant Meridian) 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. (Dangerfield,Hampton, Franklin&Meridian) StormMaster®Hip& ASTM D 3161, Class F fiberglass reinforced, hip and ridge modified asphalt shingle Ridge(Ardmore) with a dashed,thermally-activated,self-sealing sealant stripe tha complies with ASTM D 3462. ATL13002.10 FL 16305-R10 Page 1 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 prod) ct attributes that are not specifically addressed herein. . I ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES,LLC 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. StormMaster0 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. REFERENCES En& Reoort No. Standard Year PRI Construction Materials Technologies(TST5878) ATL-079-02-01 ASTM D 3161 2016 TAS 107 2020 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 2010A PRI Construction Materials Technologies(TST5878) ATL-104-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-106-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-107-02-01 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 2019 PRI Construction Materials Technologies(TST5878) ATLA 16-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATLA 18-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATLA 19-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-123-02-01 ASTM D 7158 2019 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 2019 PRI Construction Materials Technologies(TST5878) ATL-132-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-133-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878)- ATL-135-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATLA 36-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-143-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-144-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-151-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-162-02-01 . TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-167-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) ATL-168-02-01 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATLA 69-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-170-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-171-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-172-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-174-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATLA 84-02-01 ASTM D 3161 2016 TAS 107 , 2020 PRI Construction Materials Technologies(TST5878) ATL-185-02-01 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-187-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-220-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-220-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-220-02-03 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-220-02-04 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-221-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-221-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-221-02-03 ASTM D 3161 2016 TAS 107 2020 ATL13002.10 FL 16305-R910 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. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Enifty Report No. Standard Year PRI Construction Materials Technologies(TST5878) ATL-221-02-04 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-222-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-222-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878)- ATL-222-02-03 ASTM D 3161 2016 TAS 107 . 2020 PRI Construction Materials Technologies(TST5878) ATL-222-02-04 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) ATL-223-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-223-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-223-02-03 ASTM D 3161 2016 TAS 107 2020 PRI Construction Materials Technologies(TST5878) ATL-223-02-04 ASTM D 7158 2019 PRI-Construction-Materials Technologies(TST5878) ATL-224-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-225-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878), - ATL-225-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878),, ATL-225-02-03 _ ASTM D 3161 2016 TAS)07 2020 PRI Construction Materials Technologies(TST5878) ATL-225-02-04 ASTM D 7158 2019 PRI Construction Materials Technologies(TST5878) 117T0021 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) 117T0026 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) 117T0027 TAS 100 1995 PRI Construction Materials Technologies(TST5878) " 117T0028 ASTM D 3161 2016 TAS 107 2020 CREEK Technical Services LLC(ANE11669) ATL13002.7 Calculations 2018 ATL13002.10 FL 16305-R910 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 prod ict attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Legend Basic Wind Speed(V„it): 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): Solidly sheathed in accordance with FBC requirements. 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 116 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 t14 Nail Pattern"or t16 Nail Pattern"detailed below. I JXLY IF YC�:IE:' -. '•^I 1 TiT• �,t s.:"Ek w;T+''luuc y'� i 't:fi'=.....MIW LL.............................-.. - FFF i J }`TY,,!_I I—``tc TK II .Trt Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) 12"�n.. —•_-....__...._.................._...........-__..-I ....__....__.....__....._..__..._....__............. .«'� __........_..._........_............__......._...__..� 1 L2. {I I.f s•Tm F'TY�r9 TYf' �yn Figure 2. Legend 6 Nail Pattern ATL13002.10 FL 16305-R910 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. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES,LLC - GlassMaster®30 Basic Wind Speed(V„„): Max. 194 mph, & Basic Wind Speed(Vasa): Max. 150 mph Tough-Master®20 Deck(HVHZ): In accordance with FBC requirementsr Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 irj. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment: In accordance with FBC requirements Min.slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation whet 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 "6 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. Nails *WON wNs "Wtow ow ■ I . 1 2 —. ,1 2P Figure 3. GlassMaster0 30&Tough-Master®20 4 Nail Pattern (Non-HVHZ only) L 36" J Nails 12" Figure 4. GlassMaster®30&Tough-Master®20 6 Nail Patter ATL13002.10 FL 16305-R910 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 foriwhich 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 Asphalt Shingles TECHNICAL SERVICES, LLC ProLAMTm Architectural Basic Wind Speed(Vut): Max. 194 mph Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. 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. 42- SINGLE A' SEALANT LINE PATTERN LENGTH ON: 1" OFF 14' 13113` / TYP . k- 3� — _ — — _ — _ — : ..''i .... ,..,J�7�1•NARING AREA I`:�. ',,, ;••:';;� I:.:•:,,.";';_;;.,.'... f,'.;� ...'• I ` 68 s -- I Figure-5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) 42 SINGLE Ya" SEALANT LINE PATTERN 1 LENGTH ON: 1 OFF 14. ..T)? ....- . .. .. -----.....__.....__..._.--._..---...._------------'---'--- --- -- NAIl1NG AREA ..• "'^i �::'.•' ..... :: I I I Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.10 FL 16305-R910 Page 6 of 11 This evaluation report is provided for State of Florida product approval under-Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES,LLC Pinnacle®Pristine Basic Wind Speed(V„Ic): Max. 194 mph & Basic Wind Speed(Vasd): Max. 150 mph StormMaster®Shake 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): - Solidly sheathed in accordance with FBC requirements. 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. DOUBLE Y." SEALANT LINE PATTERN TOP: 1 LENGTH ON: 3 OFF BOTTOM: 1" LENGTH ON: 1" OFF 131s' / �4'• TYP --........ ...i.._.___� i 4100111............._..�._................ .— ...._.. ..... _.. _................. -� 1 4.. . I .._. . L111'NARJNa AREA •;,,•:..".;•.';� I' '"..�..'.... �'I > I I Figure 7. Pinnacle®Pristine and StormMaster@)Shake 4 Nail Pattern (Non-HVHZ only) 2" DOUBLE Y.- SEALANT LINE PATTERN- TOP: 1 LENGTH ON: 3 OFF BOTTOM: 1" LENGTH ON: 1" OFF rrP a _ } , - {- .._---__�.-....- ... - / _...........__......... ----....... -- ..... am_ ....__ ._.. - ._ _ ...... _ ._.. - - 4M-- - - .. •� ... .. L,"NARMC AREA'...:':';"•.'`.; - •:.•:i ,� 71" cj"6" Figure 8. Pinnacle®Pristine and StormMaster®Shake 6 Nail Pattern ATL13002.10 FL 16305-R910 Page 7 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 forjwhich 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 Asphalt Shingles TECHNICAL SERVICES, LLC Storm Master®Slate Basic Wind Speed(V,,c): Max. 194 mph Basic Wind Speed(Vard): 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): Solidly sheathed in accordance with FBC requirements. 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 T 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'A Nail Pattern"or T Nail Pattern"detailed below. 9% i Figure 9. StormMaster®Slate 4 Nail Pattern 9" Figure 10.StormMaster®Slate 6 Nail Pattern ATL13002.10 FL 16305-R910 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. ATLAS ROOFING CORPCREEK' ORATION Asphalt Shingles TECHNICAL:SERVICES,LLC Pro-Cut®Starter Strip Basic Wind Speed(Wit): Max. 194 mph Basic Wind Speed (Vag ): 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 ir. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. 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. 36" i t i i � X p[on .{ 12 ga.1-1/2'ring sfiank all ' I 2 I .... 1 Figure 11. Pro-Cut®Starter Strip ATL13002.10 FL 16305-R910 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 ford 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 Pro-Cut®Hip&Ridge Basic Wind Speed (Wit): Max. 194 mph & Basic Wind Speed (Vag): Max. 150 mph StormMaster®Hip& Deck(HVHZ): In accordance with FBC requirements; Ridge Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. 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. 12 ga.1-1/2"ring shank nail 12" 6`I' j I Figure 12. Pro-Cut®Hip&Ridge and StormMaster®Hip& Ridge ATL13002.10 FL 16305-R910 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 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 LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment information are provided based on testing. FBC requirements for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation. 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, 7t' Edition (2020) including High-Velocity Hurricane Zones(HVHZ)as evidenced in the referenced documents submitted by the named manufacturer. PRY R. p 2021 .02.11 C E 1V N 12:45.39 o 74021 -05'00' :• /STATE OF ..•�LIJ T'•. P O R N i C? Zachary R. Priest, P.E. Florida No 1111111111101 Organization No.lon ANE9641 21 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company mal lufacturing 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 ATL13002.10 FL 16305-R910 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration forlwhich 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.