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HomeMy WebLinkAboutProduct approvalEAGLEVIEW 0 LENGTH DIAGRAM Total Line Lengths: Ridges = 67 ft Hips =Oft Valleys = 0 ft Rakes = 92 ft Eaves = 175 ft Premium Report 6/19/2018 Flashing = 43 ft Step flashing = 0 ft Parapets = 0 ft w � E Note: This diagram contains segment lengths rounded to the nearest whole number over 5.0 Feet. to some cases segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated e.. +6 and +9). ZOOB-2018 Eagle Vie. Technologies, Inc and Plctomerry Intemanonal Corp. — All Rights Reserved — ProbBr%d by European Patent Application No. 10152199.3 — Covered by one or more of U.S. Patent Nos. 8,878,936; 8,145,578; 8,170,898; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,678,961; 9,514,568; 8,818,778; 8,52,880; 9,244,589; 9,329,749; 9,599,485. Other Patents Pending. PAGE 4 EAGLES IEWO Premium Report V 6/19/2018 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch an this roof is 4/12 1— 4 4 —r Note: This diagram contains labeled pitches for facet areas larger than 20 .0 square feet In some cases pitch labels have been removed for readability. Blue shading indicates a pitch of 3/12 and greater. Gray shading indicates flat, 1/12 or 2/12 pitches. If present, a value of "F" indicates a flat facet (no pitch), 0512008-2018 Eagle View Technologies, Inc. and RdOrnetry International Corp. —All Rights Reserved — Protected by European Patent Application No. 10162199.3 — Covered by orie or mom of U.S. Patent Nos. 8,[778,436; 8,145,578; 8,170,840; 8,2{19,152; BS15,125; 8,825,454; 9,135,737; 8,b70,901; 9,514,568; 8,818,770; 8,592,880; 9,244,589; 9,329,749; 9,599,466. Other Pate.ts Pending. PAGE 5 �EAGLEVIEW Q) AREA DIAGRAM Total Area = 2,844 sq ft, with 3 facets. 427 1189 1189 Premium Report 6/19/2018 Note: This diagram shows the square feet of each roof facet rounded to the nearest Foot . The total area in square feet at the to of this page, is based on the non -rounded values of each roof facet rounded to the nearest s uare foot after being totaled). C% 2008-2618 Eagle View Technalogies, Inc. and Plctometry international rup. — All Rights Reserved — P* tested by European Patent Appticacian No. 10152199.3 — Covered by one or mere of u.s. Patent hos. 8,078,936; 8,145,576; 8,170,890; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,558; 8,818,770; 8,542,989; 9,244,589; 9,329,749,; 9,599,466. Other Patents Pending. PAGE 6 6/612018 Florida Building Code f?nline 6CiS Nto ne Log rn { User Registration i Hot Topics Submit Surcharge I Stats & Facts Publications b'Product Approval USER: Public User Product Approval menu > Product ar Appiicat'son Sezrch. > Application List > Application Detail FL * FL17322-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, CA 30328 (770) 946-4571 mcoilins@atlasroofng.com Authorized Signature Meldrin Collins mcollins c@atlasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments E 2015 ASTM D 226 ig 'aa ASTM D 2626 2004 ASTM D 4869 2016 ASTM D 6380 2003 FBC Staff. _ BCIS Site Map Links - Search Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcupy 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 P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17322 R4 COI ATL14QO1,4A 2017 FBC Eva[ Refgort Atlas Underlayments final.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM D 2626 2004 ASTM D 4869 2016 ASTM D 6380 2003 TAS 103 1995 TAS 110 2000 UL 1897 2012 Equivalence of Product Standards hops://www. ooridabuilding.org/pr/pr4app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEc8KxLSaJJG7DPQ]kaGxFKuQ°/a3d'/o3d 1/2 61612018 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Florida Building Code Online Method 1 Option D 09/30/2017 10/03/2017 10/04/2017 12/12/2017 I FL # Model, Number or Name ; Description l� 17322.1 Atlas Underlayments For use in steep slope roofing Limits of Use 6 Installation Instructions j Approved for use in HVHZ: Yes F1_17322 R4 11 ATL140GI.4A 2017 FBC Eva] Report Atlas Approved for use outside HVHZ: Yes Underiayments final.pcl Impact Resistant: N/A I Verified By: Zachary R. Priest 74021 Design Pressure: N/A i Created by Independent Third Party: Yes i Other. See evaluation report for limits of use. I Evaluation Reports i FI -17322 R4 AE ATL14001,48 2017 FBC F.val ReportAtlas Fabral Underlayment final. pclI Underlayments final.pdf 1 Created by Independent Third Party: Yes j 7322.2 _ j Fabral All Purpose High Temp i ASTM D 1970, SBS modified, self -adhering underlayment with j f Underlayment fiberglass mat reinforcement and a poly -fabric surface. L Ys of Use Installation Instructions Approved for use in HVHZ: Yes FL17322 R4 II ATL14001.4B 2017 FBC Eval Report Atlas Fabral Underlayment finai.pdf I Approved for use outside HVHZ: Yes Impact Resistant: N/A i 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 1 FL17322 R4 AE ATL14001,4B 2017 FBC Eval Report Atlas Fabral Underlayment final. pclI Created by Independent Third Party: Yes ; Contact Us :: 2601 Bia}r Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cop_yright 2007-2013 Stade 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 maii 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 licersed under Chapter 455, FS- 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 it you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe ht,ps:flwww.floddabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDq,gRyNwiNWDrY8PHC4TwsBEc8KxLSaJJG7DPQ[kaGxFKuQ%3d%3d 2/i 0 71 EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770)612-6267 www.atlasroofing.com Quality Assurance SCOPE UL LLC (QUA9625) Certificate of Authorization No. 23824 17520 Edinburgh Dr Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4,1523.1.1,1523.6.5.2-1 Properties: Physical properties REFERENCES Issued September 30, 2017 Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) ATL -033-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 4798 2011(2016) PRI Construction Materials Technologies (TST6049) ATL -068-02-01 TAS 110 2000 PRI Construction Materials Technologies (TST6049) ATL -069-02-D1 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -090-02-01 TAS 103 1985 PRI Construction Materials Technologies (TST6049) ATL -149-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -164-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) BWR-533-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) BWR-543-02-01 ASTM 0 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -004-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -007-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST6049) MSA -026-02-01 ASTM D 1970 20158 PRI Construction Materiels Technologies (TST6049) WRMI-011-02-01 ASTM 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -D07-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST6049) MSA -034-02-01 ASTM D 1970 2015a UL LLC (TST1740) 02-NK40952 ASTM D 1970 2015a UL LLC (TST1740) 02-NK40952 ASTM D 226 2009 UL LLC (TST1740) 02-NK40952 ASTM D 2626 2004(2012)E1 UL LLC (TST1740) 02-NK40952 ASTM D 4869 2016 UL LLC (TST1740) 02-NK40952 ASTM D 6380 2003 (2013) ATL14001.4A FL17322-R4 Page 1 of 4 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 ATLAS ROOFING CORPORATION Roofing Underlayments TECHNICAL SERVICES. LLC PRODUCT DESCRIPTION #15 Specification Felt ASTM D 226, Type I asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ, #30 Organic Saturated Felt ASTM D 4869, Type 11 asphalt saturated organic felt underlayment for use in the non-HVHZ only. #30 Specification Felt ASTM D 226, Type 11 asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ, #43 Base Sheet ASTM D 2626 asphalt saturated and coated, non -perforated, organic felt underlayment for use in the HVHZ and non-HVHZ, #90 Mineral Surface Roll ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the Roofing HVHZ and non-HVHZ. Gorilla Guard@ EVERFELT 30 Asphalt -saturated organic felt underlayment reinforced with glass fiber that meets the performance requirements of ASTM D 226, Type I for use in the HVHZ and non-HVHZ. Slate/Tile Underlayment ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for in use the HVHZ and non-HVHZ. WeatherMaster@ Ice and Water 100 ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. WeatherMaster@ Ice and Water 200 ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster@ Ice and Water 216 ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster@ Flexible Ice ASTM D 1970 SBS modified, self -adhering underlayment with plastic film surface and Water for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster@) Pro -Grade ASTM D 1970 SBS modified, self -adhering underlayment with a fiberglass mat Ice and Water reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. WeatherMaster@ Tile TAS 103 SBS modified, self -adhering underlayment with a fiberglass mat reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. ATL14001.4A FL17322-R4 Page 2 of 4 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 ATLAS ROOFING CORPORATION Roofing Underlayments APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. Exposure of the underlayments shall be limited to a maximum 30 days except as follows: a) #15 Specification Felt, #30 Specification Felt, and #40 Base Sheet — exposure for than 24 hours may adversely affect product performance b) WeatherMaster@ lce and Water 100, WeatherMaster@ Ice and Water 200, and WeatherMaster® Ice and Water 216 — maximum 30 days c) WeatherMaster@ Pro -Grade Ice and Water and WeatherMaster@ Flexible Ice and Water — maximum 30 days d) WeatherMaster@ Tile — maximum 90 days Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. Roof coverings shall be mechanically fastened through the underlayment to the roof deck except as follows (or as indicated in other current FBG product approval documents): a) WeatherMastera Pro -Grade Ice and Water or WeatherMaster@ Tile — ICP Adhesives Polyset AH -160 b) Slate/Tile Underlayment or #90 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal StormBond Roof Tile Adhesive, Dow TileBond, or ICP Adhesives Polyset AH -160 Allowable Roof Coverings: Underlayment Asphalt Shingles Metal Roof Composite or Panels and Photovoltaic Shingles Shingles Wood Shingles and Shakes Slate Clay and Shingles Concrete Tile #15 Specification Felt Y Y Y Y Y N #30 Organic Saturated Felt Y Y Y Y Y N #30 Specification Felt Y Y Y Y Y Y #43 Base Sheet Y Y Y N Y Y #90 Mineral Surface Roll Roofing Y` N N N N Y Gorilla GuardC EVERFELT 30 Y Y Y y' Y N SlatelTile Underlayment Y' N N N N Y WeatherMasterO Ice and Water 100 Y Y Y N Y N WeatherMastero Ice and Water 200 Y Y Y N Y N WeatherMaster@ ice and Water 216 Y Y Y N Y N WeatherMasterg7 Flexible Ice and Water Y Y Y N Y N WeatherMaster@ Pro -Grade Ice and Water Y Y Y N Y N WeatherMaster@ Tile N Y Y Y N Y Y otes: 1? Open valley appucatlons per 1507,2.9.2 2) Wood shingles only ATL14001.4A FL17322-R4 Page 3 of 4 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. iffim CREEK ATLAS ROOFING CORPORATION Roofing Underlayments TECHNICAL SERVICES. LLC WIND RESISTANCE (NON-HVHZ ONLY) The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underla ment S stem No.1 — WeatherMastero Tile Qnl Roof Deck: Min, 15132 -inch CDX plywood attached to wood supports spaced a maximum 24" o.c, Underlayment: WeatherMaster@ Tile shall be fully adhered to the optionally primed plywood deck. Maximum Design -52.5 psf Pressure: LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Roof slope limitations shall be in accordance with FBC requirements. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Products described within this report may be used as described in other current FBC product approval documents. 5) Roof coverings shall not be adhered directly to the underlayment unless otherwise approved in this or other current FBC product approval documents. 6) 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, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. E-''' 2017-09.30 4 No 74021 12:44:22 ^ja2 �- STATE OF -04'00' p R O Zachary R. Priest, P.E. Florida sSI101igistration No. 0NA` � �i Organization No. ANE9641021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATL14001.4A FL17322-R4 Page 4 of 4 This evaluat€on 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. blolzu`18 Flodda Building Code Online. SOMm t Surcharge Stats & Paas Puhlieations F8C Staff Sc is Site map Links Search {-..-. '—'_ —�--_> �•'JGEa C: CF FI-7aliC�'<3� sca lii� � 7 ,.�� _ . - u- > Applicatlon Detail FL T Application Type FL16305-R6 Code Version Revision Application Status 2017 Approved Comments Archlved Product Manufacturer Address/Phone/Email Atlas Roofing Corporation 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770) 945-4571 mcollins@atlasroofing.com Authorized Signature Meldrn Collins ncoliins@atlasroofinQ.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Roofing 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 Repot Florida License Quality Assurance Entity PE -74021 UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden PE. Validation Checklist - Hardcopy Received Certificate of Independence - -_ r _� nau� ^c` CC3- ai Referenced Standard and Year (of Standard) Standard ASTM D3161 Year ASTM D 3462 2016 ASTM D 7158 2010 TAS 100 2011 TAS 107 1995 1995 Equivalence of Product Standards Certified By Sections from the Code s:i"W'-h,',;c,idahuilding.orglor/pr app_dtl.aspx?param=WGEVKQwDgtjja ljgUfj3NITGPID8aJCJnk�io2hsJZMHcThL8V13,i-/5,;,o,,,,.,,,,,.,, W61201 8 Florida Building Code Online ProduLt Approval Method Date Submitted Date Valid2ted Date Pend�no FBC Approval Date Approved Summ oducts FL Model, Number or Name !6305.1 ; —At,,, Shingle Limits of Use APPrOved for use in HVHZ: yes Approved for use Outside HVHZ� yes !MP--Ic:t Resistant: N/A Design Pressure: N/A Other: See evaluation rePort for limits of use Method 1 OpVon D 09/30/2017 10/03/2017 10/04/2017 12112/2017 Description f Flberg]ESS neInforred larnfriated asphalt shingles Installation instructions FL26305 P,6 TT ATLI3002 6 201—, 1 Fz �LK7 _5!_1'Mj(7iC�c Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL16305 P,5 AE ATL!3�002�5 Created by Independent Third Party: Yes Contact Us *: 25g I Blair StOne goad� Pho��. JiS0_487_1824 State Of Floride is arl AAIE�::O employer- 2�_L'9LL,2_M7-2Dj3 State of porida. zrivacy�� � :: RtLazim_� tatnment :. Under i'larida law, ernail addresses are Public records. If you do no, w2ntYOure-n1aH address released in resp=se to a Public -records request, Ono., rn mail to this entity. instead ' contact the office tl,� phone or by zraditiona I rneil d erld e ect 0 it 455.2 75(j), Florida Statutes, Ou hava any questions, Please contact 650.487.1395, �Pursuant to Section aPter 455, Fs� must Pravide the Department with an email address if they have xcl May be used j or offcial �c'omrnun�catil)n Wth the lfccrisee. However email addresses are Public record. If you do not wish to SUPPly a per onal One. The emaiTs Provide effective October 1 2012, Itersees licensed under Chy addFass, Please Provide the DePartment with Bn CMEJ] address which can be made available to the public. To determine if You are a licensee underChapter 455, 5F.S., niezise click t-e—re . Product APProval Accepts., lr=1 R� E Credit GP -rd Safe 2�. J :s:!'."'�",'v�,lar'idabuilciirig.oralpriP�—aPP—dtl-aSpx?param=WGEVXQMDquJBMjgUlj3NI7'GPID8aJC,'.I,kDl-'.)�,� �' .1 1—, — — Certificate of Authorization No. 29824 R E E K17520 Edinburgh Dr Tampa, FL 33647 FCHNICAL SERVICES, LL (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6TH EDITION (2017) Manufacturer: ATLAS ROOFING CORPORATION Issued September 30, 2047 Pinnacle® Pristine 2000 Riveredge Parkway, Suite 800 GlassMaster& 30 Atlanta, GA 30328 (Ardmore & Hampton) (770) 612-6267 Manufacturing Plants: Hampton, GA (Ardmore & Hampton) Meridian, MS Pro -Cut® Hip & Ridge Dangerfield, TX (Ardmore & Hampton) Ardmore, OK Franklin, OH 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 PRODUCT DESCRIPTION Legend (Ardmore) ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed, Pinnacle® Pristine thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. GlassMaster& 30 ASTM ❑ 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, 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® 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. ATL13002.6 FL 16305-R6 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. CREEKATLAS ROOFING CORPORATION Asphalt Shingles Wa TECHMICAL SERVICES. LLC StormMaster@ Slate ASTM D 3161, Class F & ASTM D 7158, Class M fiberglass reinforced, laminated (Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL -079-02-01 ASTM D 3161 2016 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 2010A PRI Construction Materials Technologies (TST5878) ATL -104-02-01 ASTM D 3462 2010A PRC Construction Materials Technologies (TST5878) ATL -106-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -106-02-01 Rev 1 ASTM D 3161 2016 TAS 107 1995 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) ATL -109-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -116-02-D1 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -118-02-01 ASTM D 3462 2010A PRi Construction Materials Technologies (TST5878) ATL -119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -123-02-01 ASTM D 7158 2011 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 2011 PRI Construction Materials Technologies (TST5878) ATL -132-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -133-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -135-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -136-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -137-02-D1 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -138-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -143-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -144-02-01 ASTM D 3161 2016 TAS 107 1995 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) ATLA 67-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -168-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -169-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -170-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATLA 71-02-01 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) ATL -184-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -185-02-01 ASTM D 7158 2011 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 1995 PRI Construction Materials Technologies (TST5878) ATL -220-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -221-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -22.1-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -221-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -221-02-04 ASTM D 7158 2011 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 1) 3161 2016 ATL13002.6 FL 16305-R6 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. CREEK TECHNICAL LAICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles ATL13002.6 FL 16305-136 '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.. Report No, Standard Year TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -222-02-04 ASTM D 7158 2011 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 1995 PRI Construction Materials Technologies (TST5878) ATL -223-02-04 ASTM D 7158 2011 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 Materiels Technologies (TST5878) ATL -225-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -225-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -225-02-04 ASTM D 7158 2011 ATL13002.6 FL 16305-136 '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 TECi-If',1 CAL SERVICE s, LLC INSTALLATION Legend Basic Wind Speed (Vu,r): Basic Wind Speed (Vag): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Nan-HVHZ): �I ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed mics. 19/32 in, plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBG requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FISC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. 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. Installed with 5 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions- Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattern" detailed below. Figure 1. Legend 4 Mail Pattern (Non-HVHZ only) +_ �13� �{��� P%IGFL ,LL �s.•II s.-----�! Figure 2. Legend 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technicai Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does riot express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHN11CAL SERVICES. LLC GlassMaster@ 30 & Tough -Master® 20 Basic Wind Speed (Vint): Basic Wind Speed (Vam): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 1501 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min, 15132 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FSC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. 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. 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. Nark rrw "M am 1r NM a W= +rte owe rwrr arra 14 --_ -- 12+_ 1 __ I Figure 3. GlassMaster@ 30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only) Evils Figure 4. GlassMaster@ 30 & Tough -Master@ 20 B Nail Pattern ATL13002.6 FL 16305-R6 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. ECREEK TECHNICAL SERVICES, LLC ProLAMT"" Architectural Basic Wind Speed (V,,it): Basic Wind Speed (Vard): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION 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. 15132 in- plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 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. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. 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. 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. GI4irL� Y•" SL4L=Ji7 %F PATTER': LEHCTLi GN'_ I' OF % ' 3 t 117- - 1F .....--------- -._.. Lr qc;utrcarsEA � sly Figure 5. ProLAMTl* Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECF{NINCAL SERVICES. LLC Pinnacle® Pristine & Basic Wind Speed (Vuf1): StormMaster(R) Shake Basic Wind Speed (Vard): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 156 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. 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. Installed with 6 in, exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattern" detailed below. 2" I DOUBLE r' SEALANT UNE PA-FF—RN 1 IcO-TOIM: 1" LENGTH ON', 1" OrF I 1313' 14"- lYF i" — r--------------�i –---------...-.. - --------------------- --------- --- _..--- ----- ---- 4111111111— 411111111IL— 74` b$ , i v. I Figure 7. Pinnacle@ Pristine and StormMasterC) Shake 4 Nail Pattern (Non-HVHZ only) SEALANT LINE =< LENGTH ©W 1" OFF ----------------r - 1' - r- - - --•--------- f --------------- - ------ - ---- --- ---- -- --------------------- ....... ..-- - �- La�• �1F.�; 71G PREF 11111111111W_ – son_ Figure 8. Pinnacle@ Pristine and StormMastert] Shake 6 Nail Pattern ATL13002.6 FL 16305-R6 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. 14" CREEK TECHNICAL SERVICES. LLC StormMaster0 Slate Basic Wind Speed (V,,it): Basic Wind Speed (V,�): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION 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. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction_ In accordance with FBG requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. 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. 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.. Figure 9, StormMaster0 Slate 4 Nail Pattern T 1 Figure 10. StormMaster@ Slate 6 Nail Pattern ATL13002.6 FL 16305-R6 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 SERV€CES, LLC Pro -Cut® Starter Strip Basic Wind Speed (Vuir): Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min- slope: Installation (HVHZ) Installation (Non-HVHZ) ATLAS ROOFING CORPORATION 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. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. 038 existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBG requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. ------------------------------------ ------------- u- H3 PtOn ! 2 ga. 1-1l2' .fag shar.& nail 1 Figure 91. Pro -Cut@ Starter Strip ATL13002.6 FL 16305-R6 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. i EEK PCO -Cuter Hip & Ridge Basic Wind Speed (V„ 1t): Basic Wind Speed (V,,): Deck (HVHZ): Deck (Non-HVHZ): Undertayment: Min. slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION 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. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-518 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. T 12 ga. 1-1/2" ring i shank nail 1, _12" 2" 6" it t i Figure 12. Pro -Cut@ Hip & Ridge ATL13002.6 FL 16305-R6 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. CREEKATLAS ROOFING CORPORATION 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 bo manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. E�N s��'�! No 74021 m ` 13 STATE OF .� 4iJ d CERTIFICATION OF INDEPENDENCE 2017-©9.3 lZ��'- 0 12:3724 —04400' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATL13002.6 FL 16305-R6 rage 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.