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HomeMy WebLinkAboutProduct Approval (2) NEMO etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER, EVALUATE TEST CONSULT Owens Corning Evaluation Report 037940.02.12-R11 One Owens Corning Parkway FL10674-R16 Toledo,OH 43659 Date of Issuance:02/06/2012 (740)404-7829 Revision 11: 12J11J2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 71h Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s), NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOletc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: The faaL-ile seal appearing was authorized by Robert Robert J.M. Nieminen,P.E. N=_ninen,P.E.on 12/11/2020. This does not serve as an Florida Registration No.59165,Florida DCA ANE1983 e'ectronica'Iy signed docu nen_. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither MEMO ETC,LLC nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 P:EMO ETC,LLC "NEM0 etC. ROOFING SYSTEMS EVALUATION: s� - ' Jam.. Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 71h Edition f2020) Florida Building Code through testing In accordance with the tollowing Standards. Compliance Is sut)ject to the Installation Kequirements and Limitations/Conditions of Use set forth herein. Section Property Standard � Year 1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015 1507.2.5,R905.2.4 Material standard ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2019 z Entity Examination Reference Date Owens Corning Declaration Equivalency Declaration 08/06/2019 PRI(TST5878) ASTM D1970 OCF-382-02-01 10/24/2017 UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34309 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/13/2014 UL LLC(TST9628) Physical Properties Classification letter 10/02/2015 PRI(QUA9110) Quality Control Service Confirmation 04/05/2020 PRI(QUA9110) Quality Control Florida BCIS Current TABLE 1:ASPHALT SHINGLE COMPONENTS Type Product Plant(s) Material i Description Standard Starter Strip Shingle H-TX,OR Accessory Starter Strip Plus MN,OR ASTM D3462 starter strips for asphalt roof shingles Starter SRS TopShield Starter MN,OR Strips mineral-surfaced,fiberglass-reinforced, Starter Shingle Roll NH ASTM D1970 self-adhering SB5 modified bitumen starter GA,CA,CO,I-TX,NJ,OH, ASTM D3462 fiberglass reinforced 3-tab asphalt Supreme` TN,OR,IL roof shingles fiberglass reinforced,4-tab asphalt Berkshire' I MN ASTM D3462 roof shingles Duration`Premium CA,OR i Duration`Premium COOL CA Asphalt TruDefinition`Duration` Shingles TruDefinition`Duration' IN,CA,CO,I-TX, FL,NJ,OH, MN,OR,GA,IL,TN fiberglass reinforced,laminated Designer Color Collection ASTM D3462 asphalt roof shingles GA,IN,CA,CO,H-TX, I-TX, Oakridge` FL,NJ OH,TN TruDefinition°Oakridge' H-TX,I-TX WeatherGuard'HP TN I NEN1.0 ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 7""EWTION(2020)FSC NON-HVHZ EVALUATION- 1`1_10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12111/2020 Page 2 of 10 ON E1' O tic. TABLE 1:ASPHALT SHINGLE COMPONENTS Type Product Plants Material ( � Standard Description I Berkshire`Hip and Ridge MN Shingles with Sealant Hip and DuraRidgea Hip and Ridge Ridge Shingles with Sealant MN fiberglass reinforced,hip and ridge ASTM D3462 asphalt roof shingles WeatherGuard`HP Hip and I TN Ridge Shingles II 1 1,12 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction, 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5_5 Wind Classification:Refer to Section 6 for installation requirements to meet wind classifications TABLE 2A:WIND CLASSIFICATIONS,ASPHALT SHINGLES Product FBC Table 1507.2.7.1 or R905.2.6.1 Supreme` Berkshire' Duration`Premium Duration"Premium COOL TruDefinition°Duration' ASTM D3161(F)&ASTM D7158(H) TruDefinition`Duration`Designer Color Collection Oakridge` TruDefinition`Oakridge" WeatherGuard`HP 5.5.1 Classification by ASTM D7158: ASTM D7158,Class H applies only to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. NEN10 ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Autnorizorion K32453 7_"EDITION(2020)FBC P 0N+VHZ EVALUATION: FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 3 of 10 ONEMO etc. TABLE 213:WIND CLASSIFICATIONS,STARTER STRIPS AND HIP&RIDGE Type Product I FBC Table 1507.2.7.1 or R905.2.6.1 Starter Strip Shingle Starter Strips I Starter Strip Plus ASTM D3161,Class F SRS TopShield Starter Berkshire`Hip and Ridge Shingles with Sealant Hip&Ridge DuraR dgel Hip and Kicige sningles wlm sealant ASTM D3161,Class F Shingles ProEdge� weatherGuard3 HP Hip and Ridge Shingles 5.5.2 Refer to Owens Corning published information on wind resistance and installation limitations. 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. 6.1 GENERAL' 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof(tear-off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 6.2 ACCESSORY STARTERS: 6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter shall comply with the Owens Corning current published instructions,using minimum five (5)nails per strip. Feh unda la man: D�:k D-* Sat ad'ncrre f Feh❑ndada�.-:anl Self-adhered urderl.y a : J!- Yt atheriock' - underlayment Drip-. _ = Grip ed_- , Drip edge� Cr"p- -:.4 edge \4-' Nei s located \ frc Z' T .VL .. - 2'-3"from save install Firs* \ /' Self-sealing adhesive ' sz`-saafnq.dnuive k:Y.aL`:a'Strt!r Sc p°k:, pcitioczd*ng ear'Starter S*sip �✓ pos'rloned along eave •r.`.�5-renored —•✓ shingle with ------ \ •� o•renlOVed • -` S:.r:zr Strip Plcs evzr.ag:ears and nizs 1.='-?:3" J.arie!$L^gip shingle averhangs eaves and rakes'"-��. Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus `:ENIO ETC,LLC Evaluation Report 037940.02.12-Rll C_ertifrcate-of Authorization„32455 7--EDITION(2020)FBC NON'-'r.VHZ EVALUATION FL10674-R1S Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 4 of 10 ONEPAO etc, 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck Drip edge Underiayment - i,. Drip edge Starter Shingle Roll adhered directly to underlayment and primed drip edge Self-sealing adhesive positioned along eaves Figure 3:Starter Shingle Roll 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6,with the following exceptions: Y Berkshire'shingles require minimum five(5) nails per shingle. WeatherGuard' HP shingles require minimum six(6) nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are required Refer to Owens Corning published information on wind resistance and installation limitations. 6.3.1.1 Supreme: Normal Mansard or Area pare Normal Mansard or Area para Wind Areas High Wind desvonos y Wind Areas High Wind desvanes y Area pare vientos normales Areas vientos fuertes Area pare vientos normales Areas vientos fuertes rt' z',� (B r? 1._ mot' �(AI t- rt• 2': {B1 l?' "-i tt tr I t2t �i`t2ta' li S'Exposure 5 5/8'Exposure Exposition Exposicion Figure 4:Minimum Nailing,Supreme Figure 5:Minimum Nailing,Supreme (Standard Size) (Metric Size) NEMO ETC,LLC Evaluation Report 037940.02.12-Rll Certificate ojAuthorizotion#32455 7'`EDI T IOPi(20201 FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page S of 10 N E M 0 ACC. 6.3.1.2 Berkshire": S abm Strip Sealant s:riP V r i i Figure 6: 5-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire I SnaYm snip . L3 t(fd fit�li;(!of ®4---- O 1------)�O 0 4--------i v 4 3 0 .8 HIV, S Y_' 8 1/2" S�/y t �^J Z A;phah rt,oling�eni Cer!;ee,c tia:et5a de;>;;ta Figure 8: Mansard or Steep Slope Pattern,Berkshire +'EINTO ETC,LLC Evaluation Report 037940.02.12-R11 Certificate ofAutnorization#32455 7-EDITION(2020)FBC NON-H'!HZ EVALUATION FL10574-RlE Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 6 of 10 ONEMO etc. 6.3.1.3 Duration° Premium, TruDefinition' Duration, Durations Premium COOL & TruDefinition` Duration` Designer Color Collection: 4-Nail Fastening Pattern r Surehlai{E fastening area width 1 Nail,Typica! I— - w,os Figure 9:Standard 4-Nail Pattern,Duration 6-Nail Fastening Pattern SureNall(g�fastening area vridth Nail,Typical 1" 12" 12' 1" Figure 10: 6-Nail Pattern,Duration Fastening for Slopes Greater Than 21:12 SureNail.J fastening area width r—Nail.Typical 1" 12" I 12" 1" 6.1(8'• 5.518" vaFFsv,. ® 2„ Four 1"Spots of Asphalt Roaring Cement Figure 11: Mansard or Steep Slope Pattern,Duration MEMO ETC,LLC Evaluation Report 037940.02.12-R11 Certificate o/Autnorization#32455 7 `EDITION(2020)r"BC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 7 of 10 ONEM0 etc. 6.3.1.4 TruDefinition`OakridgeO,Oakridge'&: 4 Nail Pattern 6 Nail Pa.'Nrn E;auerma cor,4 ctavos Esaueml cor,E c(a:os r r 12-_>J„ - 0\ 7 9 5 518"Exposure Nails 5 5:'8"E-rposur Nails — Exposfc,'&?d95VEFdg. c/avos Exposit,•'da&S S/Spc/g. 5 5%8'E pcsuie CiavO. 5 5 8'exposu e Fxpos."c".6n de 55/9pu/_. Expo sFr:6n da 55,'opulp. Figure 12:Standard 4-Nail Pattern,Oakridge Figure 13:6-Nail Pattern,Oakridge Fastening for Slopes Greater Than 21:12 suranaik'fastening area width Nail,Typical 1" 12' 6.11e" 5-5/8i° a T07— 2.. Four 1"Spots of Asphalt Roonng Cement i Figure 14:Mansard or Steep-Slope Pattern,Oakridge 6.3.1.5 WeatherGuard'HP: 6 Nal Pattern Esquema con 6 clavos Nail 6 1'8'from,totmm of shingle Clave a 6 1'8 uM.de la 5 5 8'Exposure 6 Fastener Farte inferior do la teja Exposicicr.de 5 5;8 pt.lg. 6 sujetadcres 1 12' * x / 12" —�I. If j 4::; Four 1 Spots cf Asphalt Rco'Cement CVatrO Furies de c?menfo c'e t d;c r;? d? 1 pu aea Figure 15:6-Nail Pattern,WeatherGuard HP Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP NEN^.O ETC.L LC Evaluation Report 037940.02.12-Rll Certificate of Authorizction g32455 77-EDITION(2020)FBC NON-HVH2 EV. LUATION FL10574•R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 8 of 10 � 6.4 HIP AND RIDGE SHINGLES: NNEMO etc. 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions. i Berkshire' Hip and Ridge Shingles with Sealant and DuraRidg0 Hip and Ridge Shingles with Sealant require minimum two(2)nails per shingle. r WeatherGuard' HP Hip and Ridge Shingles and ProEdge' require minimum four(4) nails per shingle. Refer to Owens Corning Dublished information on wind resistance and installation limitations. 6.4.1.1 Berkshire' Hip and Ridge with Sealant and DuraRidge'Hip and Ridge Shingles with Sealant: Fig. A Fig. B Top View Prevailing Wind Direction Vista superior Direction del viento predominante ILr j..I� Nail //.. •. I Clavo I • Owens Coming s zeNail- • Nails ti Clavos \ I K =I m ♦ ♦ Cl)i T I Ci rl�l iF, c \ l �.. \&, 12 Figure 17:Isometric View,Berkshire and DuraRidge Figure 18:Plan View,Berkshire and DuraRidge 6.4.1.2 WeatherGuard'e HP Hip and Ridge Shingles: Fig.A Fig.C Hip&Ridge Shingle Fastening Prevailing windTo�;= p Vlea �—Dltxtfon Nails t%r Nails Nals 7` 1 j •..' I �� Y '/ Y Y Y Y A I � I F — I ! Exposurere I Exposure 12. 7 I ! Figure 19:Isometric View,WeatherGuard HP Hip and Ridge Figure 20:Plan View,WeatherGuard HP Hip and Ridge NEMO ETC,LLC Evaluation Report 037940.02.12-Rli Certificate ojAathorizatiot;#32455 7'-EDIT ION(20201,FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 9 of 10 NNEMO etC. 6.4.1.3 ProEdge's: Prevailing Standard Wind Direction Fastening I Sealant Strip Pattern 6'Exposure Z \, \ 12' Fasten 7 h' Ill 6"Expos Ire .� Cover Exposed \ Fastaners with C Roof Cement I-- 12' Figure 21:Isometric View,ProEdge Figure 22: Plan View,ProEdge As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. t - Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer- to Section 4 herein for products and production locations having met codified material standards. PRI Construction Materials Technologies, LLC—QUA9110; 813 621-5777;bwilson(@pricmt.com - END OF EVALUATION REPORT- lEMO ETC,LLC Evaluation Report 037940.02.12-1311 Ceaificat_of Authorization732455 "EDITION(2020t FSC NOti-HVtiZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 10 of 10 r1 $ ;F x {{ Ail E I' Sy f1JFis' -.r7 ra•',,:., BCIS Home I Log in I Use.,Rag'strat on I Hot Topics Submit Surcharge I Scats&Facts Pubiicad.ns Centad Us I aCiS Site Map Links-I search•. Fbdcl ._ ilIk Product Approval USERS Public Use, � f File COPY Product Agproval Menu>Product or AopiL__ Search>�S_;I] tlon List>Application Detail FL# FL34539 0 '•`-"'�`-`""'``-�`�-" Application Type New �&Vea) FOR Code Version 2020 COMPLIANCE ry® Application Status Approved CODE COM L IANCE STo LUCIE COUNTY Comments dBOCC (([(� 24 Archived Product Manufacturer Beacon Sales Acquisitions,Inc. c/o Owens Corning Roofing and Asphalt LLC Address/Phone/Email 1 Owens Corning Parkway Toledo, OH 43657 (740)587-3562 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscoming.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Rooting Subcategory Underlayrnents Compliance Method Evaluation Report from a Fiorida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest 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 FL34539 R0 COI_QCR20001 20ZG FBC Eval TRI-BUILT Granula_r.p>�f Referenced Standard and Year(of, Standard) Standard Year ASTM D 1970 2015 ASTNI D 226 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Certificate of Authorization No. 29824 n � = 17520 Edinburgh Drive � 1 V- Tampa, FL 33647 � � -� (813)480-3421 �a TECHNICAL SERVICES, LLC EVALUATION REPORT FLORIDA BUILDING CODE,7T"EDITION(2020) Manufacturer: BEACON SALES ACQUISITIONS, INC. Issued October 14, 2020 c/o OWENS CORNING ROOFING AND ASPHALT LLC 1 Owens Corning Parkway Toledo, OH 43657 (800)438-7465 www.owenscorning.com Manufacturing Location: Houston,TX Brentwood, NH Quality Assurance: PRI Construction Materials Technologies, LLC (QUA9110) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1507.1.1.1 Properties: Physical properties REFERENCES Entity 1 Report No. Standard Year PRI Construction Materials Technologies(TST6049) OCF-294-02-01 ICC-ES AC 188' 2012 [CC-ES AC 48 2012 PRI Construction Materials Technologies(TST6049) OCF-338-02-01 ASTM D 1970 2015a 'Determined to be equivalent to ASTM D 226-09,Type II P D ESCRIPTION TRI-BUILT Granular A self-adhered underlayment used as an alternative to ASTM D 226,Type II roofing felt. Underlayment The underlayment is composed of SBS modified asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal dimensions of 3-ft x 65-ft. See manufacturer's installption instructions for further detail. OCR20001 FL34539 Page 1 of 3 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. i s BEACON SALES ACQUISITIONS, INC. z c/o OWENS CORNING ROOFING AND ASPHALT LLC TRI-BUILT Granular Underla ment TECHNICAL SERVICES, LLC y APPLICATION Roof Deck: The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8"gap at abutting joints. Min. slope: 2:12 or in accordance in with FBC Application: Prior to beginning installation, the underlayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment installation shall comply with FBC Table 1507.1.1.1. The underlayment shall be installed with the roll length parallel to the eave,starting at the eave fold the underlayment away from eave onto itself. The underlayment shall be installed direct-to-decking with the lower release backer removed and pressed firmly into place to ensure complete contact with the deck. Repeat with upper release backer. Overlap successive courses with minimum 3"side laps and minimum 6"staggered end laps. In steep-slope applications (>6:12), it is permissible to nail the underlayment 12- inches on-center as needed (nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). For valley applications, the roll shall be applied centered along the valley prior to installing the underlayment at the eave and overlapped a minimum of 6-inches. For eave protection, the underlayment should extend to a point 18-inches beyond the interior wall. Min. Application Temperature: 40'Fi, Contact the manufacturer when installing at temperatures below the minimum application temperature. Allowable roof coverings: Mechanical attachment of asphalt shingles and slate shingles shall be permitted in accordance with the FBC. OCR20001 FL34539 Page 2 of 3 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. f BEACON SALES ACQUISITIONS, INC. ty a, �.• '� c/o OWENS CORNING ROOFING AND ASPHALT LLC t TRi-BUILT Granular Underlayment TECHNICAL SERVICES, LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) 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. 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) The underlayment may be used as described in other current FBC product approval documents. 7) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 8) The underlayment shall not be installed over existing roof coverings. 9) The underlayment shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. The first layer shall cover the entire bottom edge of the deck. End laps shall be staggered a minimum of 24-inches from the preceding course. 10) The underlayment shall be exposed on the roof deck for a maximum duration of 30 days. 11) 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, 7th Edition(2020)as evidenced in the referenced documents submitted by the named manufacturer. e tiP c 15:45:22 No 74021 04'00' STATE OF °•441 �0,�•.•.o Zachary R. Priest, P.E. 'eee� ••� O R t�• •�j��.` Florida Registration No. 74021 Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,Ll- 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 OCR20001 FL34539 Page 3 of 3 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.