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Home My WebLink AboutPRODUCT APPROVAL�0' .................. Z75 L; P Y '61 tZ R P, 11cmians FBC Starr 5CIS St, M, Ur,�� HCIS "0111� Lo, la Usc, itc,inmatio,i Hot T0910 Submit Surcluu9c b Busine 1 � Ot-MININF-D Product Approval BY USER. pubic Uwr ProfessZ'h-al St. Lucie Countv Regulation Mm2cammVfNl� Abra,oval FPm � Pmdult 91 AP11111,11'al SP-u�" > Application Detail ERE FIL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL10674-RI2 Revision 2014 Approved RECEIVED DEC 0 5 2016 PERMITTING St. Lucie County, FL �Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. THESE PLANS AND ALL PROPOSSM WOIOX ARE SUOJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Owens Corning MAY BE NECESSARY IN ORDER TO One Owens Corning ParkwayCOIAPLY WITH ALL APPLICABLE CGIDES. Toledo, OH 43659 (740) 404-7829 greg.keeler@owenscorning.com Greg Keeler greg.keeler@owenscorning.com Mel Sancrant I Owens Corning PKWY Toledo, OH 436S9 (419) 376-8360 Roofing Asphalt Shingles �v OWA�Icdt ST LUCIE COUNTY BUILDING DIVISION,� REVIEWED FOR COMPLIANEY772 13Y .D DATE MUST BE KEPT ON 60B OR NO INSPECTION WILL BE MADE Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Nienninen CONCEALED FASTENERS OR ATTACHMENTS the Evaluation Report Florida Ucense PE-59166 ME THE RESPONSIBILITY OF THE Quality Assurance Entity UL LLC CONTRACTOR OF RECORD Quality Assurance Contract Expiration Date 08/20/2017 Validated By John W. Knezovich, PE Certificate of Independence Referenced standard and Year (of Standard) Equivalence of Product Standards Certified By ' Validation Checklist - Hardcopy Received FL10674 R12 C.91 ZQ16 01 COT Niemin,mpd Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2009 2009 2008 Sections from the Code Product Approval Method I Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D "COPY 04/18/2016 F I LE 04/19/2016 04/20/2016 06/08/2016 FL * I Model, Number or Name 10674.1 Fovivery; —Cor.1.9Alphalt Roofing I Shingles and Starters Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: NIA Design Pressure; N/A Other: Refer to ER, Section S. Description 3-tab, 4-tab, S-tab, laminated, starter and hip & ridge shingles Installation Instructions FLJQfiZ4 R12 11 2016 0A FINAL ER OC ASPHALT 5±UN—QUE5 �4- R f Verified By: Robert J. M. Nientinen PE - 59166 Created by Independent Third Party: Yes Evaluation Reports ED EE Party: Yes contact V :: IND Minh Morme Street, Tall.W51, EL 32399 Phone, 850-487-1824 - The State of Flooda Is an AAHEEO employe,. Copynniht 2W7-2013 State of r1prida, :; PnyAc, Statarroint :: A,ossiolit, Statement : : Refund Stat"ent under Flanda Imy. email addresses am public records. If you do not want your e�mail address roleasod in response to a public-reconis rallest, do net and cloctron, mail to this entity. Instead, contact the office by phone or by traditional mail. It you Wye any questions, please contact 850.487. IDS. -P.,se,,rt a croon 4SS.275(t ), Honda Statutes, effective Cotopor 1, 2012, liCartIcesi 11cenyed under Colpter 455, F.S. must hooves the 0 apartment with an tol,ol ;ddress if they have are. The eni provided may be used far official communication with the I loursee. However email addresses are None mccord. If you do not yuso to supply a rsona address, please provide 11,e Departarrient with an email address which can be made available to too public. To detanni If you aq� a filonsi, Con,te, 455, F.S.. please dick b�. Product Approval Acceptat: IWOM11 WE El M scmiritsmi-Inw, wim TRINITY, ERD EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #950-9 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 037940.02.12-R7 FI-10674-1112 Date of Issuance: 02/06/2012 Revision 7: 04/18/2016 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 ' and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the P Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity[ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl ERD 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 I through 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA, ANEID83 The ItCalmile Seal amtlalmg .1a.1hmrzed hV Robert Nientmerv. P.E. on N/18/2016. r,is does not send, as an elecuentully sjned d0unottd. S"ROC4. 11.1111 hanhome, have been trammjWd to the PnoduC Appronal Adminkleator and to the named r CER71FICATION OF INDEPENDENCE: I e�, 1. TrInitylERD 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. Trinity[ ERD 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 Nierninen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval procLss of the product. 5. This is a building code evaluation. Neither Trinityl ERD 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. F3m AO% �_J TRINI-TY ERD ROOFING SY5TEMS EVALUATION: rl — 1. SCOPE: F1 Lh %Mpy 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 Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: Entit Examination Reference Date 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 U.0 (TST9628) Wind Resistance 11CA34308 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 Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs Various U L LLC (QUA9625) Quality Control Service Confirmation, R2453 Exp.08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic* and Supreme' are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire* are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 Devonshire'" are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration', TruDefinition' Duration', Duration* Premium Cool, TruDefinition' Duration* Designer Color Collection, Tru Definition" Oakridge', Oakridge" and W�atherGuard' HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire' Hip & Ridge Shingles, High Ridge, WeatherGuard" HP Hip & Ridge Shingles, ProrEdge Hip & Ridge Shingles and Durallidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nierninen, 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 the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R7 Ce"Ificate OfAuthofimtlan #9503 FL10674-RI2 Revision 7: 04/18/2016 Page 2 of 8 6. TRINITY ERD FILE COPY jj.4 Wind Classificatiom 5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones UP to V11d = 150 mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905,2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones UP to V�,d = 150 mph (V,I, = 194 mph). Refer to Section 6 for installation requirements to ' meet this wind rating. 5.4.3 Classification by ASTM D7158 applies 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. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning 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. A--2 Asphalt Shingles, . 6.2.1 Installation of asphalt shingles shall comply with the manufacturers current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: • Berkshire' shingles require minimum five (5) nails per shingle. • WeatherGuard" HP shingles require minimum six (6) nails per shingle. Devonshire"' shingles require minimum six (6) nails per shingle. Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus: Felt undeflayinenl D�k Wealherl.ock- u.deflaymtnt D,ip_ edge o Wit, edge wNlocated n3" florn eaw . . . I.StAl first . . . Self-sealing dhesive stf net Sol Pos.tioned alQng eiiye Sumner strip hi.gle .�#,h ...... �e. nd ,k,, Exterior Research and Design, U.C. Evaluation Report 037940.02.12-117 CW111cole of Authorkation #9303 F1.10674-1112 Revision 7: 04/18/2016 Page 3 of 8 6.2.6 Minimum Nailing — Classica &Supreme: Nam I Manstud a, Amor par. Wind Areas High Wind dosvarm. y Am. p. m.ros emmala. Amos Visions fusm. Z TEzpasum E.p.sicid. 6.2.7 Minimum Nailine — BerkshireO- Standard Fastening Pattern Exterior Research and Design, I.I.C. CenifCate of Authorization 99SM �',,'JTRINITY ERD Nom.1 M...,d a, Arcm par. Wind Areas High Wind detvanos V Arco Pam Viento, nomajas Areas viontas Man.. 12, 5 %18* ExP02UrQ Elp..i.;6. Vldll�d[U UI aceep �iape tastening Pattern b-Naii t-astening Pattern A r� '-K.1 J�A V 0 ll im "� Evaluation Report 037940,02.12-R7 FL10674-R12 Revision 7: 04/18/2016 Page 4 of 8 6.2.8 Minimum Nailing — Devonshire,": 1,J 1 7- ell 7� 5-5/8' exposure Seal ntlocation Expos1ddndeS-S/8pu4 3' Ubl='6n del sdlador Standard 6-Nail Fastening Pattern TRINITY ERD Nails Jn� Ten l"SPOtsof Asphalt Roof Cement mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration', TruDefinitionO Duration, Duratione` Premium Cool & TruDefinition' Duration Designer Color Collection: 4-Nall FasOnIng Pertain ir J Standard Fasteniniz Pattern Mansard or Steep Slope Fastening Pattern Exterior Research and Design, U.C. Evaluation Report 037940.OZ.12-R7 Ce,tificate of Authorization B9503 F1.10674-1112 Revision 7: 04/18/2016 Page 5 of 8 6.2.1 Minimum Nailing —TruDefinifion'Oakridge�, OakridgeO: 4 Nall Fatern Esqum2 con 4 clams 5 6,7 Expown, Erpaskida do 65YOpulg. Nails 5Z Up"Un, clay" Exposicidn d. 55/2p&q. Standard Fastening Pattern j TRINITY ERD 6 Nall Pattern Esquema con 6 clams 5 5,7 EXP�Ure Nails F.posiAvn de 5 Wpvfg. Clams 5 5ff* EX.,U EVW$1ckw*6V8pdq, 6-Nail Fastening Pattern rutening (Of Slope, GMAICT Than 21:12 Mansard orSteep Slope Fastening Pattern 6.2.1 Minimum Nailing —WeatherGuardO HP: single $100 View WFAW AffhMd P! Exterior Research and Design, LLC Evaluation Report 037940.02.12-117 Ce"IJTwte OlAuthorkodon 49503 FL10674-R12 Revision 7: 04118/2016 Page 6 of 8 Mansard orSteep Slope Fastening Pattern 6.2.1 Minimum Nailing —WeatherGuardO HP: single $100 View WFAW AffhMd P! Exterior Research and Design, LLC Evaluation Report 037940.02.12-117 Ce"IJTwte OlAuthorkodon 49503 FL10674-R12 Revision 7: 04118/2016 Page 6 of 8 TRINITY ERD �3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire* Hip and Ridge Shingles, High Ridge, WeatherGuard' HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing — Berkshlrea' Hip & Ridge and High Ridge: Flit. 1 medtu� 6.3.4 Minimum Nailing — WeatherGuard"' HP Hip and Ridge: Fig. A 91 WW WIN N, Mk Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R7 Certificate of Authadratlan #9503 FL10674-RI2 Revision 7:04/18/2016 Page 7 of 8 FILE CO P�-,_'��! 1 RINITY ERD 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing WindlDiroction 6' Exposure Fagan Th* Cow, Expow Fastanore with Roof Cement Stancia d r' Fastening Pattern 12' G'Expolu I r. 6.3.6 . Minimum Nailing — DuraRidgeT' Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. �nunffnd[krwdan Nall: V" r vk."= 1. 40 T Zvi' Ulu 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: LIL LLC— QUA9625; (414) 248-6409; karen.buchmannPul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R7 Certificute of Authorization X903 FL10674-RI2 Revision 7: 04/18/2016 Page 8 of 8 ep, ; - F4 I 1 7 L Er CG, P C' :�'. BCJS Hum, . Lur, In 11�r Registinstion . Hut Topia Submit SurchaMe stat's & F,'Us liubbutrons FEC St." ; acts Sit, Links Sui,,c:1, Riisines ' -.�I -awmr:n 4"! ProductApproval ;sikai USER: Niblic tlse� BY ilion St. Lucie GountV ZIZ2= Vnx1,1LxA1u1i,,i,nSe,111h � Atidlrnfiantl�t > Applicationeetail Fl- # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL9777-R7 Revision 2014 Approved Owens Corning One Owens Corning Parkway Toledo, OH 43659 (740) 404-7829 greg.keeler@owenscorning.com Greg Keeler greg.keeler@owenscornlng.com Roofing Underlayments RECEIVED DEC 05 2016 PERMMING St. Lucid County, FL Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest cowLEO rABYWHO OR AVOW$ i 11 - - PE-74021 �ARE UL LLC 12/31/2020 151''WOMM Locke Bowden �, Validation Checklist - Hardcopy Received 02ZZ2—BZ--C-QLQQRj40r2.4A rBC ZQjA_Evalua_tion kepprIA ligh rloc Non-[IVHZ - final.pfLf Y. Referenced Standard and Year (of Standard) Standard Year ASTM D 1970 2009 ASTM G 155 2005 TAS 103 1995 UL 1897 2004 Equivalence or Product Standards Certified By Sections from the Code H Product Approval Method Method I Option D Date Submitted 04/19/2016 Date Validated 04/20/2016 Date Pending FBC Approval 04/21/2016 FILE COPY Date Approved 06/08/2016 Summary of Products FL # Model, Number .1 14,nne Description !777.1 weatherlock G Weatherproofing Underlayment Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL27Z7 R7 IL 0 R L_LtL0Q2 wA&f DC_Z0_jA_E�Laj �W_%rt Weatherlock UQ0-IJYHZ - final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R7 AE OCRI4002LAALIPSC 201 -�_nRpnort WeIltherlock Non-HVHZ - r.nai.pd Created by Independent Third Party: Yes 19777.2 Weatherlock MAT Waterproofing Underlayment Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions EL2777 R7 11 OCRI4007.46 E!3�: 2014 Evoluation Renort VV,2therlock NQn-HVHZ - final,pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports EL27Z7 R7 AE OCRI4002,4A FBC 2014 Evaluation Report Mtgiijbgrlocis Non-HVH7 - firai,crd I Created by Independent Third Party: Yes _J W- 9777.3 TV11iWh1rbxk 1, IeM Weatherproofing Underlayment Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL9777 R7 LT�R LIQUAA FBC 2014 E,,,Iu,,L,,n Ru rt w2athgOoCk Non-HVHZ �fiaql,poj -- Verified By; Zachary R. Priest PIE-74021 Created by Independent Third Party: Yes Evaluation Reports MZZZ RZ AE OCRI4002.4A FBC 2 14 Eyaluation Re r, �Vgptherlock Non-HVH7 - final,pdf Created by Independent Third Party: Yes 9777.4 WeatherLock Metall --l-Weatherpm.fmg Underlayment Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: No EL2ZZZ R7 11 OCRI4002 4B FBQ 2014 Evaluation Reppr Migatberlock Metal HVI-17 - IF nal.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. FL9777 R7 AE OrR14002.48 FBC 2 14 Evaluation R I Weather] ck ljgUll HVIIZ - fmal.nd i Created by Independent Third Party: Yes 9777.5 Weatherl-ock Specialty Tile & Met, 1 w' -Ithllprllfn, Underlennart Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +0/-105 Other; See evaluation report for limits of use. Installation Instructions FL9777 R7 It OCR14002_46 rjQ2.DI4 E�_@Jua QrRep or t Aaahgrlq,�k�- If nil f Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R7 AF� QCR 141IQ2.4A FBC 2014 �valuation _Rqpdjr Weatherlock Non-HVHZ w�final. Af Created by Independent Third Party: Yes E� =--, COT'h" U :: 1940 Wrth Mor�mo Sueot, Taljpha,� FL 3Z3q9 phnne, $50-487, 24 �c Statc or nooda iS a� AWEE0 Mpl.y,, Cony6ght 2007-3Q12 5tate �C Mn4�. :: 22�oll 51111MM :: 111111to'111 Sllt,,,nl stotm,�t TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FIL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 51H EDITION (2014) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued April 19. 2016 1 Owens Corning Parkway Toledo, OH 43657 .(800) 438-7465 www,owenscorninn.com Manufacturing Location: Brentwood, NH Quality Assurance: UL i (QUA9625) FILE Cup SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1504.3.1,1507.2.4. 1507.2.8, 1507.2�l 1507.3.3, 1507.4.5, 1507.4.5.2. 1507.5.3. 1507.5.3.2,1507.7.3,1507.7.3.2 Properties: Physical properties REFERENCES Entit Report No. Standard Year PRI Construction Materials Technologies (TST6049) NEI-039-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies i NEI-042-02-01REV2 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) NEI-045-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) NEI-045-02-01 ASTM G 155 2005a PRI Construction Materials Technologies (TST6049) NEI-053-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) NEI-053-02-01 ASTM G 155 2005a PRI Construction Materials Technologies I NEI-093-02-02 ASTM D 1970 2009 PRI Construction Materials Technologies i OCF-213-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies (TST6049) OCF-237-02-01 UL 1897 2004 PRI Construction Materials Technologies (TST5878) OCF-252-02-01 ASTI D 4798 2001 PRI Construction Materials Technologies (TST6049) OCF-252-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST5878) OCF-253-02-02 ASTM D 1970 2009 PRI Construction Materials Techn ologies TST6049) OCF-272-02-01 TAS 103 1995 PRODUCT DESCRIPTION AND LIMITS OF USE Weatherl-ol G Weatherl-oci G is an ASTM D 1970 self-adhesive undeflayment constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft. Weatherl-oci G is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. Weatheri Mat Weatheri Mat is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1- sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions of 3-ft x I Weatherl-oci Mat is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. OCR14i Fi Page 1 of 4 This evaluation report is provided for State -of Florida product approval under Rule uluzu-j. -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. OWENS CORNING ROOFING AND ASPHALT LLC C R E E K WeatherLockO Self -Sealing Ice & Water Barriers TECHNICAL SERVICES. LLC WeatherLockO Metal WeatherLock(D Metal is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The product is supplied in 2.0 sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLocke Metal is permitted to be used with mechanically fastened asphalt shingles. metal roof panels or shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum go days. WeatherLock@ WeatherLock@) Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment Specialty Tile & Metal constructed from SBS modified asphalt and surfaced with a non -woven polyester fabric. The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft. WeatherLockO Specialty Tile 8, Metal is permitted to be used with mechanically fastened asphalt shingles, clay or concrete tie, metal roof panels or shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. WeatherLock(D Specialty Tile & Metal is permitted to be used with adhered clay or concrete tile roofing using either 3MW 2-Component Foam Roof Tile Adhesive AH-160 (3M Company) or TILE BOND'm Roof Tile Adhesive (The Dow Chemical Company). Exposure on the roof deck shall be limited to a maximum 90 days. The maximum roof slope shall be 6:12 when used with clay or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. PRODUCT APPLICATION I Min. Roof Slope: 2:12 orin accordance in with FBC LE7CGP'Y Application: 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 underfayment application. Prior to beginning installation, the undarlayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck, The underlayment shall be installed with the roll length parallel to the eave, starting at the save, and with minim"m 3" side laps and minimum 6" end laps staggered 6-ft. from preceding cour�e. End laps for WeatherLockO Specialty Tile & Metal shall be primed with ASTM D 41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width of the lap. It is permissible to nail the underlayment 18-inches on -center as needed (nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the undedayment). WeatherLock@ Specialty Tile & Metal shall be back nailed when installed on roof slopes greater than 3:12. For valley applications, the roll shall be applied centered along the valley prior to installing the undedayment at the eave. For save protection. the underlayment should extend to a point 24-inches inside the exterior wall. The underlayment shall be installed over metal drip edge at the save, and under the drip edge at the rake or valley pan when used as a valley liner. Alternately, it is permissible to install the underlayment under the drip edge in accordance Section 1507.2.9.3. Min. Application 40*F; Contact the manufacturer when installing at temperatures bolow the minimum Temperature: application temperature. 11�111_ml Page 2 of 4 This evaluation report is prov, ded for State of Florida product approval under Rule 61G20-3. The man cturer shall notify CREE 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. OWENS CORNING ROOFING AND ASPHALT LLC CREEK WeatherLockQD Self -Sealing Ice & Water Barriers TECHNICAL SERVICES, LLC WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24" o.c. Underlayment: WeatherLock@ Specialty Tile & Metal shall be applied in accordance with manufacturer's installation instructions to the fastened deck and backnailed along the selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-5/8-inch 0 tin caps spaced 12" o.c. The applied underlayment shall be rolled with a minimum 751b steel roller immediately following application. Maximum Design -10 5 psf Pressure* GENERAL LIMITATIONS 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be property venfilated in accordance with the FEIC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Design wind load pressures shall be determined for components and cladding in accordance with FEC 1609. 9) The roof deck shall be designed by others in accordance with FEC requirements to resist the design wind load pressures for components and cladding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. �; A L R 4, FL9777-R7 Page 3 of 4 I his evaluation report Is provided for State of Florida product approval under Rule WG20�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 COMPLIANCE STATEMENT OWENS CORNING ROOFING AND ASPHALT LLC Weatherl-oiikO Self -Sealing Ice & Water Barriers The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 't%IIIIIIII, I R E N o 74021 :XZ : STATE OF 0 0 R CERTIFICATION OF INDEPENDENCE 2016.04.19 15:5 1:11 -04'00' 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 distdbuting 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. 'JAI NI;,, I END OF REPORT FL9777-R7 Pace 4 of 4 i no manuracturer small 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.