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Building Permit Application
I ' All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: _1� ISN n Permit Number: RECEIVED Building Permit Appti atio�L ?019 Planning.andDevelopmen.tServices ST. Lucie County, FQ�'MKnI "oq Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT TYPE:Roof s PROPOSED IMPROVEMENT LOCA I.ON: �4 Address 6692Dickinson Terrace_PartSaintL.u+cte"FC34953, Property Tax ID#: 3415-706-0035-000-4 Lot No.3 Site Plan Name: Lawless Block No. 2 Project Name: Lawless DETAILED DESCRIPTION.OF'WORK: REMOVE EXITING ROOF COVER f SHINGLE RE-NAIL ALL PLYWOOD AND INSTALL NEW PEEL&STICK UNDERLATMENT INSTALL NEW OWEN CORNING SHINGLE/DURATION CONSTRUCTION INFORMATION: Additional work to be performed under this permit–check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator L40of S Z Pitch Total Sq. Ft of Construction: 2800 Sq. Ft. of First Floor: 2400 Cost of Construction: $ 15,900 Utilities: —Sewer _Septic Building Height: 81 OWNER/LESSEE CONTRACTOR: Name MARILYN LAWLESS Name:Mauricio Orellana Address: 9992 DICKINSON TERRACE Company:One Construction & Roofing contractors City. PORT SAINT LUCIE State:_ Address: 2766 sw Edgarce st Zip Code: 34952 Fax: City: Port Saint Lucie State: FI Phone-Na. 772467--2202-- Zip Code. 34953: Fax N/A: E-Mail:oneconstructionservices@yahoo.com Phone No 772-519-2449 Fill in fee simple Title Holder on next page(if different E-Mal oneconstructionservices@yahoo.com from the Owner listed above) State or County License CCC-1 330623 if value of construction is$2500 or more,a RECORDED Notice of Commencement-is-required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUP�'LEMENTAL C- NSTFt;UGTLON LIEN�LAW INVF�ftIa/LATI,OIV: DESIGNER/ENGINEER: x Not Applicable MORTGAGE COMPANY: _Not Applicable ~� Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLEHOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: "Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commencedprior to the issuance of a permit. St.Lucie County..makes no representation that is grantinga permit will authorize the permit holder to build the subject structure which is in conflict with any'applicable Home Owners Association rules;bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND -POSTED ON THE JOB SITE-BEFORE THE-FIRST-INSPECTION.-IF YOU INTEND TO OBTAIN FINANCING,-CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 01aawy Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA "STATE OF FLORIDA 1 I } COUNTY OF St J_ COUNTY OF e The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this %S day of 2011 by this VS day of c�V\Y, 20 1I• by 3>�Urk C.k aY\a. Name of person making statement. Name of person making statement. Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification a Type.of.ldentification Produced 1 Q.0 S �2K�SP Produced twe-C-3 (Signature of Notary Publi- rdda_) p+�pp p (Signature of Notary Public-Sat °o,€"FI an9�q� �i 5 p �7 cSpTV P✓S• ?r t.: �', E i.!'E6'v-+ � �~�r•�Rg� WALTFR !0119x'Z q . N Commission No. _ (Sea l)r=',I0t•3 FFv2517 ommission No. t r�2 _. � �' �1 .� qFF92 1• acPmbei 17,20'1 ' EXPIRES 7e +:,ober'17,201 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. /moi--�--_---- 7/15/20,19 ��c_ Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us I BCIS Site Map I Links I Search Florida (> ."''. Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail :1Y_ tea( i U FL# �,-FL10674-R13 Application Type Revision- Code Version (2b17 Application Status Approved'!` RECEIVED Comments Archived . J U L 15 20119 ff Product Manufacturer IrOwens Corning:. ST. E4a county, Figi=(Tilttillg Address/Phone/Email One Owens Corning Park a -- - - -- Toledo,OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo,OH 43659 (419)376-8360 -mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing u- Subcategory iAsphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . ' Evaluation Report-Hardcopy Received •Florida•Engineer or Architect Name wha developed the Robert 3:M.Nieminen Evaluation Report Florida License PE-59166 LU Quality Assurance Entity UL LLC ® Quality Assurance Contract Expiration Date 05/16/2020 s� Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R13 COI 2017 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEBFhs7tvJgZew%3d%3d 1/2 7/15/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Date Revised 06/13/2019 Summary of Products FL# Model,Number or Name Description 01 674:1; Owens,Cdfning,AsphaIt-Roofing--= 3-tab,4-tab,S-tab,-laminated,starter and hip&ridge-shingles _ - Shindles.and'Starters _- = Limits of Use Installation Instructions Approved for use in HVHZ:No FL10674 R13 II 2017 10 FINAL ER OC ASPHALT Approved for use outside HVHZ:Yes SHINGLES FL10674-R13.pdf Impact Resistant:N[A Verified By:Robert T.K.Nieminen.PE-54166 Design Pressure: N/A Created by Independent Third Party:Yes Other:Refer to ER,Section 5. Evaluation Reports FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT SHINGLES FL10674-R13.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® cCheck Credit Card Safe https://www.floridabUilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEBFhs7tvJgZew%3d%3d 2/2 EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization#9503 TRINITY I 353 CHRISTIAN STREET,UNIT 7 QOERD OXFORD,CT 0644788 (203)262-9245 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-R8 One Owens Corning Parkway 'FL10674-1113,. Toledo,OH 43659 Date of,lssuance:02/06/1012 , 1740)404-7829 '•Revision 8: 10109J2017 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 6th Edition (2017) Florida Building Code sections noted herein. I DESCRIPTION:"©vixens Corning Asphalt Roof Shingles - LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FRC 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 documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report b"y the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityIERD requires a complete _review-of-this"Evaluation-Report-.relative to updated•Code:regnirem"ents with each Cade 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: ` , y.t ...; S, 'S' W' Robert J.M.Nieminen,P.E. t-"'! The facsimile seal appearing was authorized by Robert " gSiONAt'�:k „.Gbnup�«`� Nieminen,P.E.on 10/09/2017.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 " • electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity_1—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. Trinity I 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 TrinitytERD 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 specificafly-forthat-purpose. ,; J' - ��;. _ .. { � } � .. � ._ � � { "6. � . 4. i '\,[ TR1N1TY I ERD 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 bei Edition (2017) 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 Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905:2.6:1 Win&Resistance ASTM,D7158, 201-1- 3. 0113. REFERENCES: EnMy Examination Reference Date UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 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 :UULLC:(TST9628) Wind Resistance 4786126532 '12/10/2014 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 Exp.05/16/2020 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 Devonshirelm are fiberglass reinforced,5-tab asphalt roof shingles. 4.1.4_ Duratio TruDefinition' Duration®, Duration® Premium Cool, TruDefinition' Duration' Designer Color Collection, TruDefinition®Oakridge, Oakridge® and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Hip&Ridge Shingles: 4.2.1 Berkshire® Hip & Ridge Shingles, High Ridge, WeatherGuard® HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and Dura]Ridge7m Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 Accessory Starter Strips: 4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 HVHZ jurisdictions. 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,I.I.C. Evaluation Report 037940.02.12-RS Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 2 of 8 �TRINFYJERD 5.4 Wind Classification: 5.4.1 All Owens Corning asphalt 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 Vasd = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All -Owens Coaling ship & ridge shingles, Starter Strip Shingle and Starter StAp Flus 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 Vasa=150 mph(Vnit=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, as defined in FBC 1609.4.3, and a mean roof 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 F.A.C.Rule 61G20-3. 6. 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 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 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: ➢ Berkshire shingles require minimum five(5)nails per shingle. ➢ WeatherGuarde HP shingles require minimum six(6)nails per shingle. ➢ DevonshireTM'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 underlayment � Deck Felt underlayment Deck Self-adhered WeatherLock'a Self-adhered undedayment WeatherLocke underlayment Drip— Drip edge Drip— Drip edge edge edge Nails located 2 3 located 2"-3"from eave L-6"removed tall first Self-sealing adhesive Set(-sealing adhesive rter Strip positioned along eave Instal fust Starter Strip Plus positloned along eave ngle with P g with 6'removed \ Starter Strip shingle overhangs eaves and rakes'/i-V4 Starter Strip Kis overhangs eaves and rakes t/4-3/4' Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8 Certificate ofAuthorization#9503 6n'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 3 of 8 TRINITY ERD 6.2.6 Minimum Nailing—Classic®&Supreme: 6 . r Normal Mansard or Area para Normal Mansard or Area pare Wind Areas High Wind desvanes y Wind Areas High Wind desvanes y Area pare vientos normales Areas viontos/eertes Area para vientos nornales Areas vientos fuertes t' (A) t.. `t. z• IB .' tr tr—» tz tzT 5"Exposure 5 518"Exposure Exposici6n Exposlcldn 6.2.7 Minimum Nailing.—Berkshire®: Sealant strip Sealant strip La ftra de sellador Le tna de sellador 9 YT 9 W 8 Yf } 8'h" 8�k" 814" 8 rk" } r .r Standard Fastening Pattern 6-Nail Fastening Pattern Sealamship La sra de sellador 1" 1 1 2" iisphah rooting cement Cemento de lecho de astaho Mansard or Steep Slope Fastening Pattern Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R8 Certificate ofAuthorization#9503 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113 Owens Corning Asphalt Roof-Shingles Revision•8.10/09/2017 Page 4 of 8 F)o TRINI-rY i ERD 6.2.8 Minimum Nailing—DevonshireTM': c 7" 1 8" 8" I 8" 1 7" 1 `1t1 • Na davos Nails — •••••_• r r e• r r 5.518"exposure Sealant location "" Exposicibn de 5.518 pulg Ubicaci6n del sellador sx t Ten 1"Spots of Asphalt Roof Cement Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9'_ Minimum�yNga�ilyinng_ =--Duraitid—n", TruOefinition° Duration; Duration® Premium Cool & TruDe� fi n® ��•,T+.'ar.^':pNl"lS=iib`-3'.a^•` '.�1Au Duration Designer Color Collection: 4-Nall Fastening Pattern 6-Nall Fastening Pattern SuteNaHO fastening ama.wl= S=NaM fastening algia width N4lypval Nall•Typical 1" 12" 12" 1" 1" 12" I 12^L1- N��9•..'>a •a ^^`^o • o...caam WNt+" • •san taiga Eacvy • •rmo�roa.e •owmta®•6uaw� • 8.118"6-518^ F1, 8.118"&518" Standard Fastening Pattern 6-Nail Fasten ing.Pattern Fastening for Slopes Greater Than 21:12 sw•Neiw7 r•.tem"g eras a.wle. Naa.lyplul 1" 12" -LF1 0 o-1a^s.s1e" 2 Four 1"Spats of aspnall RooMg Cement Mansard or Steep Slope Fastening Pattern Exterior Research and Design,U.C. Evaluation Report 037940.02.12-118 Certificate ofAuthori:ation#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION 1`110674-1113 Owens•Corrling Asphalt Roof shingles. Revisiom8:10/09/2017 Page 5 of 8 TRINITYJERD 6.2.1 Minimum Nailing—TruDefinition®Oakridge®,Oakridge®: 4 Nail Pattern 6 Nall Pattern Esquema con 4 clavos Esquema con 8 clavos r r �F- 12• 14— 12• �F Q. 12- 5 5/8" 2•6518"Exposure Nails 5 518"Exposure Nails Evimfd6a de 55/8pufg Clavas Exposlci6n de 55/8 pulg. 5518"Exposule Clavas 5 519"Exposwe Exposid6nde55/8pufg ExposicOa de 55/8'pulg Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 r suroNalw rasleMng area W With r—Nas,Typical T2. Four V Spots of Asphalt RooMg Cement Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuard®HP: 1■ '- SIIVIE&Lbnd � z' 'I �I has •�as ;.�•, : �:: s:'.• •'X.• -FiMwwr7F�w�Ft Nd11iM fJfww�dirfif)jfdb Exterior Research and Design,U.C. Evaluation Report 037940.02.12-Rg CertiffcoteofAuthorizotion#9503 67H EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens.Corning Asphalt Roof Shingles Revision,&10/09/2017 Page 6 of 8 TRINITY J ERD 6.3 Hip&Ridge Shinsles: 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 Owens Corning current published instructions, using four (4) nails per shingle. Installation of DuraRidgeTMl Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning published'information nn-wind:resistance ansa:instattation: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. F 3 Fig.2 <— Pnn2iong VNnd Direction A TopVlew SAleView Nags A Nails Nails 4a7I I� Top Lanbalex 12^ 4' Piece 4 I I I A I I i I I y y ♦ q zi I_ EXpeSUIC . 1 `VI I I I I 1 I 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: Fig.C Hip&Ridge Shingle Fastening. Fig.A Topvb>,v preraBNg WAW <—Dlreabn A A Na1Ls TT A i i NaILs Halls A I I I P 1" exposure B. EYposure I 77 Exterior Research and Design,U.C. Evaluation Report 037940.02.12-RS Certificate ofAuthorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 OwensCorning Asphalt RoofShingles- RevisionS:10/09/2017 Page 7 of 8 ��[ TRINITY I ERD 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: Prevailing Standard r—tf'—� Wind Direction Fastening Sealant Pattern 6'Exposure �+.� LI I'-� • IV 'I I `SeaWnt Fasten 7y,' 7s1:° � 6"Exposure Cover Exposed I I Fasteners with t Roof Cement 6.3.6 Minimum Nailing—Duralkidger"'Hip&Ridge Shingles: Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning published:installation instructions for their min4num-requirements. e Preraifng Wind DirectionTo eo plan Diroaiontiarnlnsntod,smt till- Visasuperlor I'IN Dirocdon dol via,to prodaminsnto Nail r Clou ------• n 2 j t • Ons Coning Sutctlail' Nails • Cp1D vm } I I J 1 i i mld� IPq;V11,� "� h �12- 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 QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 8 of 8 II �� � � 7/15/2019 U..�-_____ � ��1""` Florida Building Code Online i BCIS Home Log In I User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications Contact Us i BCIS Site Map I Links i Search db a - 1■/� :4� Product Approval I (�-, ?� USER:Public User i Product Approval Menu>Product or Application Search>Application List>Application Detail - - . I_.....-_- RCCEIVE® FL# FL16048-R6 ( Application Type �' evvisllon; � Code Version L' Z1 � JULApplication Status oved S I t ucie County, Perrnitdng Comments Archived _ Product Manufacturer Tri-Built Materials Group, LLC - Address/Phone/Email PO Box 70 Rutherford,NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative Address/Phone/Email Category 'Roof; ? Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida fngineer,or Architect•Name who•developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich,PE d: Validation Checklist-Hardcopy Received LUCertificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.pdf p Referenced Standard and Year(of Standard) Standard Year 1- 4 ASTM D1970 2015 U. ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 UL 1897 2012 Equivalence of Product Standards ,Certified By https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMwp/o3dp/o3d 1/2 7/15/2019 Florida Building Code Online . Sections from the Code Product Approval Method Method4 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 ,Date Pending FBC Approval 30/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,-Number or Name Description 16048.1 _T.RI=BUILT RoQfUnder�ments, Self-adhering,modified bitumen roo_f_underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for-use outsideHVHZ:Yes BUILT UNDERLAYMENTS FL16048-116,12—f Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.)The design pressure noted herein pertains to use of Evaluation Reports foam-on tile systems overtop the self-adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI- for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-R6.pdf 2.)Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy atatement::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 may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eChe'ck Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgtFPmdYiNDWrwipmtAnRBjvgFIYHTk4FLCxcgVtRhfvMw%3d°/a3d 2/2 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TRINITY 1ERD 3�CHRISTIAN STREET,ururr#13 QOXFORD,CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC 'Evaluation Report A42960.10.12-R6 PO Box 70 F.L16048-R6 Rutherford,NJ 07070 L.Date;of Issuanc'e:10/25/2012 '(800)516-14856vlision..6.09/'2017 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 6th Edition (2017) Florida Building Code sections noted herein. (DESCRIPTION:TRI-BUI TT_Roof.Underiayments 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 -EvaluationReport relative-#o•updated-Code requirements-with each-Code=Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I 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 6. Prepared by: Tom. Robert J.M.Nieminen,P.E. 'z�;rs�iO�2s1����' Thefacsimileseala appearing wasauthorizedb Robert Nieminen, '�✓inuuPP g V Florida Registration No.59166 Florida DCA ANE1983 P.E.on o9/25/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: .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 l 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. TRINITY J ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated-compliance with the following sections-of the-6'h-Eclition-(2017)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 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering- ASTM G155 2005 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 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) Rhysica]Pmpeites 544870 04:14 '04/02./2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 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 ERD'(.TST6049)' Wind:Resistance. SC14045_05_17=R1 06/07/2017' UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.2� ,-Tri--Built'S/A-HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified .bitumen:ronf•-unidi�Ttaym-ent;:ments AsSTM-D19707and'FRSA/TRI.April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 notfor-use in FBG HVHZ jurisdictions. 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 A42960.10.12-R6 Certificate of Authorization#9503 67 EDITION(2017)FBCNON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Paget-of_6 TRINITY J 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: _ TABLE1:'ROOF COVER OPTIONS *,,Asphalt. Wood Shakes Underlayment `—.. Nail-On Tile Foam-On Tile Metal &Shingles Slate Shingle_s � g Tri-Built Sand-R SA Shingle Yes No No No Yes Yes f Underlayment lfri-BuiltS/A HTTU r Yes Yes' Yes Yes Yes Yes Underlayment : w _J See 5.5.1 Tri=BuiltSmoothHTSIA Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow Tilegond' FL22525 Tri-Suilt S/A HT TU-Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond to 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 Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC 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:Dedk'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. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. Evaluation Report A42960.30.12-R6 Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL36048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 3 of 6 TRINITY j ERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226,Type I orli felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. 'for ins'talla'tions 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). 5.6.4 Wind Resistance for Underlavment 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 2 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER ,Underlayment: Tri=BuiltS/A-HTTU-Underiayment;-self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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 HTTU Underlayment,self-adhered. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization'#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 4-of 6 TRINITY I ERD 5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSIJSPRI -WD1- , #M Loss -Prevention Data Sheet 1--29 and hoofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: 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 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5:8- Tile Slippage Limitations(TAS-103-per FRSA/TRI April 2012(04-12•)) When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS, Underlayment Tile Profile Staging Method Maximum Slope .Flat Max.-10-tile stack ,6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by 8 tiles high 6:12 on slope,as shown below) Tri-Built S/A HT TU S .I' Underlayment Lugged Exterior Research and Design,LLC. Evaluation Report A42960.10.122116 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT-Roof-Underlayrnents;•(800)S16-1485 Revision-6:.09/25/`2017 Page 5 of 6 TRINITY�ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC 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 ahy-dust and debris prior-to application,and prime the-substrate-(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlavment,Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlavment• 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is nGt-slated fbr installatibn within 24hours: Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft 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 Materials Group,LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC 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 only): Reference is made to FR5A/TRI April 2012 (64-12) 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. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING'PERM{T-REQUIREMENTS. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL,LLC`—QUA9625;(314)57$34U6;k.chancellbr@us.ul:Com -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report A42960.10.12-it6 Certificate of Authorization#9503 6n'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT.Roof Underlayments;.{800)5161485 Revisionb:-D9/25/2017 Page 6 of 6