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Home My WebLink AboutPRODUCT APPROVALul uta nunutlia c.uun vnnnn aCIS Home Lag rn User Registration Hot Topics Submit Surcharge Stela a Facts d r a Product Approval bp-'' USER: Public user y/lyY�. Publications FSC Staff Bets Site Map Links Search Product Aoomval Menu > Product or aonliearlen Search > Ar, ketian List > APPileatiOn Detail SCANNED IY FL # FL30674-R12 BY Application Type Revision St. Lucie Caw* Code Version 2014 Application Status Approved "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments THESE PLANS AND ALL PROPOSED WORK Archived ❑ ARE SUBJE -T TO ANY COPIREC T IONS REQUIRED BY FIELD INSPECTOR'S THAT Product Manufacturer Owens Corning MAY BE NECESSARY Address/Phone/Email One Owens Corning Parkway IN ORDER TO Toledo, OHCOMPif WITH ALL APPL}CA ME CODES. 4- (740) 404-7829 829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sanerant rj Address/Phone/Email 1 Owens Corning PKWY •7 Toledo, OH 43659 AT. LUCIE COUNTY (419) 376-8360 BUILDING DIVISION mel.sancrant@owenscornig.com REVIEWED FOR COMPLIANC Quality Assurance Representative REVIEWED Address/Phone/Email DATE PLANS Alp PE IT Category Roofing MUST BE KEPT ON JOB OR Subcategory Asphalt Shingles NO INSPECTION WILL BE MADE Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nieminen CDNCEALED FASTENERS OR ATTACHMENTS the Evaluation Report Florida License 66 AAETNElit"' NSIBIUTYOFTHE Quality Assurance Entity Quality Assurance Contract Expiration Date UL LLC UL LLC 08/20/2017 ��f1f��ry CONTRACTOROFAECORD Validated By John W. Knezevich, PE V Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Vear - - ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 Vp/o2... 1 /19/2017 rionaa nuuamg uoae tontine Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I � Method 1 Option r F LE COPY 04/18/2016 04/19/2016 04/20/2016 06/08/2016 FL # Model, Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R12 IT 2016 04 FINAL ER OC ASPHALT Approved for use outside HVHZ: Yes SHINGLES FL10674-1132 Odf Impact Resistant: N/A Verified By: Robert 1. M. Nieminen PE - 59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. Evaluation Reports '0 ? 1. �. 4w Created by Independent Third Party: Yes Beck Nect ContaSL :: 2601 Blair Stone Road Ta abase¢¢ FL 3 9 Pbonet 8$0-487-1824 Tile State of Honda Is an AVEEO employer. Coovriaht 1007-2013 State of Florida,:: Privacv Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided maybe 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 ifyou are a licensee under Chapter 455, F.S., please click here -. Prr[oddu�uct Approval Accepts: Credit Card Safe http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtBNbEY5 V p/o2... 1 / 19/2017 1 EXTERIOR RESEARCH & DESIGN, I.I.C. ` t `��/ Certijicote of Authorization #9503 TRII I 1 I ER® 353 CHRISTIAN STREET, T 06473 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.1 -RL.._ One Owens Corning Parkway FL30674R12. _ +r• Toledo, OH 43659 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 St' Edition (2014) Florida Building Code sections noted herein. amilipm DESCRIPTION: wensiConninx�AsphalYdRoof St liingles` 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. TrinityJERD 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 "Trinity) 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 1 through 8. Prepared by: Robertl.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: The lacsimie seal appearing was authorized by Robert Nieminen, P.E. on 04/18/2016. This does net servo as an electronically signed document. Signed, sealed hardcoples have been tnuarnined to the Product Approval Administrator and to the named client 1. Trinity IERD 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. Trinityl 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 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 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 forthat purpose. • F®• MIT, Mr ROOFING SYSTEMS EVALUATION: 1. SCOPE: 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 fallowing Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property 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: Entity 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 LLC (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 UL 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, Tru Definition Duration Designer Color Collection, Tru Definition0akridge, Oakridgee and WeatherGuard HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge' 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 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 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, U.C. Evaluation Report 037940.02.12-R7 Ce"IJ1[ute ofAvthorhotlon #9503 FL10674-R32 Revision 7: 04/18/2016 Page 2 of 8 F L 9fRINIW ERA 5.4 Wind Classification: 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 Vard = 150 mph (Vert = 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 07158 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. 6. INSTALLATION: 6.1 Underlavment: 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. 6.2 Asphalt shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's 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 undedayrnent Deck SaH ewtac -.. ondedayment Drip_ Drip edge edge -Nails Ideated 2 =3" ftom gave Install first Salfsealind adhesive Starter Sri po6tio afdng eat shingle with \ d+amdved Starter Strip shingte overhangs eaves and takes%'IV Exterior Research and Design, I.I.C. Cenri7kate of Authorization 09903 klvnae4symem ',r Dark SW.edhe,ed unaadaymem Drip dge rip — edge Naar ovtM t-3' hom care 1.1fim Starter Strip plis SsaaWing edMsive Padfionea along care rith fi-remorea--------+.— ass MerSntnt6n+s overhangs eaves and rakes 114 3/4• Evaluation Report 037940.02.12-R7 FL10674-R12 Revision 7: 04/18/2016 Page 3 of 8 F U COPY TRINITY ERE) 6.2.6 Minimum Nailing —Classic®&Supreme: N..l M.nserd or Ar.a pare Wind Area. Nigh Wind d.% y Arse par. vienro. normelea Are.. vlante. /u•rte. tl' t1' S E.pmure Faposicidn 6.2.7 Minimum Nailing — Berkshire®: standard Fastening Pattern Eaderior Research and Design, LLC. Certyl(ate ofAuthoriz.tion 49503 Name[ Munoard or Aree pare Wind At. Nigh Wind desv�nesy Arad paro vientm normeres Areas v.,,tae /u•rt.e tss t (AI tx t ,' t x lBl x' r t- 6 6/8' E.p... to Eeposicidn Sealant strip La Iba de sellador " a Sx" ash° • • a 4h' 8 tA" t nia u•i a m mccp �wpc rsnsv w i6 r cuo i � 6-Nail Fastening Pattern Evaluation Report 037940.02.12-117 FL30674.R12 Revision 7: 04/18/2016 Page 4 of 6.2.8 Minimum Nailing —Devonshire": p_ 7" 1 8" I 811 Bnf 7 1 1" T 5-6/8' exposure Sealant location Esposicib de 5.5/8 pulg Uhicacibn del sellador Standard 6-Nail Fastening Pattern TRINITY ER® r p . � y � -aNty +�. • 'K'I� N Nails s Tan 1" Spots of Asphah Roof Cement Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition Duration Designer Color Collection: 4.Nall Fastening Pattern rSu Naftb.nne ana wi. Fr w14 ltplcl Standard Fastening Pattern feye a-Spou aes Greater Tllan 21:1e svewu9umndp matlM Mansard or Steep Slope Fastening Pattern 6-Na1l Fastening Pattern SumNtlW hNnlne a—Vah 1 /Ir Na0. i91u1 6-Nail Fastening Pattern Exterior Research and Design, LLC. Evaluation Report O37940.02.12-R7 Certificate of Authorization 99503 FL10674-R32 Revision 7: 04/18/2016 Page 5 of 8 FILE COPY 6.2.1 Minimum Nailing — TruDefinition Oakridge°, Oakridge®: 4 Nail Pattern Esquema con 4 claws t' r I<— 12. ►I N >H 55na"Exposure Nails 5518"Exposure Erpodddn de 55/6pu19. claws Egpasiddn de 55/6pulg. Standard Fastening Pattern fovr P. 6 Nail Pattern Esquema con 6 claws t• r � a• —N f<— tz —sl Nails 56/a"Expoaule cbms 55l6"Exposure Eeposlddn do 5610ping. Erpcv,16n do 55/9pu:g. Sur,NWSlulervnB u••MN r x•0.ryp�ul Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing— WeatherGuard® HP: 6-Nail Fastening Pattern t• / 1.1 `A"M AiEwal N— _• � =si .•a•;: �•�'�• Padrw7lr�sl/Jl llr� sir wilAss i 1Fdtn Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization 09503 FL10674-R12 Revision 7: 04/18/2016 Page 6 of 6.3 Hit) & Ridge Shingles: 6.3.1 Installation of Berkshire* Hip and Ridge Shingles, High Ridge, WeatherGuard' HP Hip and Ridge Shingles and Pro Edge 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 manufacturers 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— Berkshire® Hip & Ridge and High Ridge: Fig 9 a— preoapnpwnn � wnme I xa\c� \ A I ` \/9 I A I i 1 A I I 9 1 A I I I I I I i i Fla. 2 LepVlew SIJaNev xas xals +- Y rav LaN�ael a- + I- Place �11 r r I I �l e' �1 5i i i 1 6.3.4 Minimum Nailing—WeatherGuard® HP Hip and Ridge: Fig. A ProYitlNp Y.MJ �— Ulec+bn Wlz - \ AA I I i i • i I' Erpasun 1 _ a 0 Exterior Research and Design, LLC. certificate of Authorization a9503 Fig. C Hip & Ridge Shingle Fastening TopVbei Oalb W)b r Y r• +Ie r e:pnmle t a Evaluation Report 037940.02.12-R7 FL10674-R12 Revision 7:04/18/2016 Page 7 of 8 FILE COP 11NITY ERD 6.3.5 Minimum Nailing- ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Sadant Strip .' 6' Eeposure — Th' Standard �11 Fastening Pattern 12' 1 Sealant 7�1 6' Erpaeure 6.3.6 Minimum Nailing— DuraRidge10 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. Pnnifnp YfiM DIIKYPI � Din¢ien danimnt. di,rat Oinadea dddnm prdvnimnoe 4 l i i Top V,r V...n N Yku rupenar 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. 8. 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 CIA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY AssU RANCE ENTITY: UL LLC—QUA9625 ; (414) 248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate oJAothoraation 09503 Evaluation Report 037940.02.12-R7 FL10674-R12 Revision 7: 04/18/2D16 Page 8 of 8 Florida Building Code Online g of 2 FILL COP 11 116 -� Business Professional Regulation, iC EMS Home I Log In ; User Registration : Hot TOPICS I submit Surcharge Stars Is Fads Publications I F9C staff I aCIS Site Map Links I Search d 'r Product Approval USER: public User I proJuct Aeoroval Menu> Dr,ad or rustication Search> Application List> Application Detail 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/Email 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16048-R4 Revision 2014 Approved 0 SLANNED BY st Lucie Counh/ THESE PLANS AND ALL PROPOM WORK ARE SUBJECT TO ANY COPREC T IONS REQUIRED BY FIELD INSPECTORS THAT MAY BE PtECESSAKY IN ORM TO COMPLY WITH ALL APPLMBLE CCVES. ri-Built Materials Group, LLG ax O Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.miz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmaterlaisgroup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nieminen CONCEA O FASTENERS ORASTACTMNYeQIiB PE-59166 ►f1C TIIE i1W rtrIBl� �' •""' ILL LLC 10/16/2017 CONiiiAt`tOROF RGAIRY John W. Knezevich, PE rd Validation Checklist - Hardcopy Received FL16048 R4 COI 2016 01 COI Nlem'nen odf Standard year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 httn•//txnxnsrflnriAahnilAino nro/nr/nr ann r1t1 acny9naram=wC;F.V3((1wt11ntFPmr1V;Nr)Wr 1/1O/9Ol7 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 option D Date Submitted 10/06/2016 Date Validated 10/17/2016 Date Pending FBC Approval 10/19/2016 Date Approved 12/13/2016 FL V Y Modelr Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Installation Instructions 10 FINA ER TRI- Limits of Use Approved for use in HVHZ: No FL16048 R4 11 2016 BUILT UNDERLAYMENTS FL16048-R4.Ddf Approved for use outside HVHZ: Yes Verified By: Robert Niernmen PE-59166 Impact Resistant: N/A Design pressure: +N/A/-67.5 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Re orts of foam -on tile systems overtop the self -adhering - •, �. . -, - underlayment for one particular application. See ER Section 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of - Created by Independent Third Party: Yes Use. aack Neat Contact 0%:: 601 Its,c nS tl Ta Tallahassee FL 32399 phone, 850-487-1824 The State of Florida is an AA/EEO employer. C2pwedbt 3907-2013 State of Flndtla.:: privacy Statement ;: Accessibility e Statement :: Refund mynd S.t_amm� Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do no[ send electronic mall to this artery. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pumuant to Section 455.275(1), Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wIth an email address If they have one. The emails provided may be used for oR¢lal Communlcatun with the licensee. However email addresses are public record. 11 you do no[ wish to supply a personal address, please provide the Department with a. Chapter add essF.Swhich can click m�` available to the public. To determine If you are a licensee under Pmdutt Approval AcaepH: ® K!= -a r SecurltymirrRICS Wf .L ,ram /,' httn -//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 1 /3 0/2017 TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH St DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Allied Building Products Corp. Evaluation Report A42960.10.12-R4 dba TRI-BUILT Roofing Products EL1504! 9050 Louisiana Street Date of Issuance• 0>`25/2012 Merrillville, IN 46410 Revision 4: 10/06/2016 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 5t11 Edition (2014) Florida Building Code sections noted herein. DESCRIPTION T,RI-BUILT, Roof; n er ayments'I ui'X+ `k!spnFi ^�T 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. Trinityl 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 1 through 5. Prepared by: - aaFaaatnaa,,, — - FILEC"'OPY Robert J.M. Nieminen, P.E. 'oFSg�'-�'�!;`�s,�,.� The fouimlle seal appearing was a 41,od ed by Robed weminen, '•,,/ry„n,aa,pr PE. on 10/06/2016. Thism does notserv, as an electnioll, signed Florida Registration No. 59166, Florida OCA ANE1983 document. Signed, seeled hardcopies have been Vansmhted to the Peadud Approval Administrator and to the named d,rd CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD 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. Trinityl 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 evaluationreports 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 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance with the following sections of the Florida Building Code 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 Property Standard Year 1507.2.4, 1507.2.8, 1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.5.3, 1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/29/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL, I.L.C. (QUA9625) Quality Control Multiple -Listing R16814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 rI- uilt Sand-R 5 Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS odifI I umen roof underlayment, with a 36-inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD 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. r5.2_ 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. . F1 LE U" Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R4 oeniPcate of Authorization#9503 FBC NON-HVHZ EVALUATION FL36048-R4 Revision 4: 20/06/2016 Page 2 of 5 j TRINJN ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5 5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes & Shingles Slate Shingles T ilt Sand- AShingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Tri-Built S/A HT TU Underlayment with 3M"' 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBond•" Roof Tile Adhesive (FL717) 5.6 Allowable substrates are noted below: 5.6.1 DGect-.BOnd(LO Deck: �-' .� Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Trl-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226, Type I or II felt. _ For installations under mechanically attached prepared roof coverings, base layer shall be attached per T minimum codified requirements. For installations under foam -on the systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R4 CertiJlcore oJAuthorttadon p9503 FBC NON-HVHZ EV 6048-2R4 UA I 1E 0, e i io Page 3of5 x"I TRINITY ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. 5.6.4.2 Maximum Design Pressure =-67.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. 5.6.4.3 Maximum Design Pressure = •60.0 psf Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri Built Sand R SA Shingle Underlayment Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 It of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with TRI-BUILT requirements. Exterior Research and Design, I.I.C. t ppp CEvaluation Report A42960.10.12-R4 Certif7m[e o)Avrhorixallon k9503 V�=- : 20/ 0 /2016CiM IItC"' Revision 4: 10/0 48-R4 Page 4 or 5 �l 1 TRINITY ERD When installing at slopes above 8:12, TRI-BUILT recommends back -nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri-Built S/A HT TU Underlavment onlvl: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 9N-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - L a9,11 ON r �',r r Exterior Research and Design, U.C. Evaluation Report A42960.10.12-114 cercipwre ofAthcrirotlon 49503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4: 10/06/2016 Page 5 of 5