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Home My WebLink About1908 Historic Goldsboro Blvdi CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION MAR 14 2016 Application No: / / _ R0 a 9 Ducmt ented Construction Value: S ,cm . r)_' Job Address: \q()Sr4c>r te, 6 8 %\161 S('n'i -C(d Historic District: Yes No Parcel ID: Type of Work: New Description of Work: w N • CCCd • C?R L Residential Commercial Addition Alteration Repair Demo Change of Use Move Plan Review Contact Person: Title: Phone: LtCr+% _Fax: Email~- Q Orc'e C1CZ.1( [ lj CDC Property Owner Information Name :5(A f->t , ( E C_ Phone: 4O-48 45 2 Street: IQO %LAC ti G GQkASV)nV t' CS 6 Resident of property? : City, State Zip: Contractor Information Name 1-0\C>-` kkCXT-C,_ \,Oiai- l Street. ra S (v 0 EA -?44 City, State Phone: " U h a 3 Fax: State License No.: CMAS1 & a Architect/ Engineer Information Name: Phone.- Street.- Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: 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 work oq,3 l5P Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no r installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date:.5" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, -etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information. is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 COM IENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required' from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be appli to your permit fees when the permit is released. o L Signature of edAgent Da Signal6re of Contractor/Agent Date Prt n I u C k-awe ROBERT DONOVAN Print OwnedAgenVs Name Print Contracted nYs Name A V Signature of Notary -State of Florida Date SignatuYe of Notary -State of Florida Date LUZ K LOPEZ YAMILE GONZA EZ • * COAIMISSIOM # FF 949082 Atki MY COMMISSION # FF 107135 EXPIRES: January 10.2020 U EXPIRES: June 29, 2018 'Fop F L;;\ Bonded Ttru Budget Notary Servlw, j„hQ ' Bonded lhru Not ublw underwriters Owner/Agent is a or Contractor/Agent is Personally Kno fo Me or Produced ID Type of ID ' , -,Produced ID Type o APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: C,.r 3.13, (4 Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 ORANGE AND SEMINOLE COUNTY OFFICE 407-960-3810 BREVARD COUNTY OFFICE 321-452-9223 VOLUSIA COUNTY OFFICE 386-233-3244 Name-- -:T- U L <Tr ` ,15Ro 1V DAE Street CCC#1328861 HomePhonetp SY`e LJ! / J t!•-—• CBCN1259119 Cell Phone y 0 % 81B9 — 5 a ROOF Due Care taken to protect home exterior, shrubs and landscaping. Indudes labor to remove existing shingle roof and haul off Includes Dufnpster. Roll off dumpster for paver driveways Includess1fi* cting && for damage and rehailing m code with 81) rihg shsnk nags Includes replacing new ridge vents 5-0 FXf .51 1P6Lf--0t 9 12 Includes saving gutters, soffit fascia on existing home(some damage may occur in construction) Indudes replacing existing drip edge In dice of coo Za/s e Includes 11/4" roofing collated nails ?4),4.15 `}7 a- IncludesInstallingnewshinglesInchoiceofcolor (:)WJ$4 CbPU /AJ (O L)U 'ON Includes replacing all lead boots and goose vents (does not Include gas related vents) Includes new galvanized metal in eys Includes starter shingles and ridge rap per code Includes obtaining and posting permltwlth local Jurisdiction Includes magnetically sweeping job site, cleaning out gutters and hauling away deb iHINGLES ArchltectiuvilAsphalt LifetineShineles ' u 130 h UNDERLAYMENT Peel and stick Z /4 VV0,L-S Fe TN 5 r a-.L I 2 I [Sl i2o c/al-- 1S l> pF.d Aiasc 1SIb Felt - - o-1 gz& O(3 oT PSTM AJ-D p eterlorated existing decking replaced at S per sheet of plywood.,- fin Deteriorated existing decking/ fascia/trusses/subfascia replaced at f_ per linear fL Toes pi oes not include painting to match / Does not include any stucco repairs where deteriorated flashing had to be replaced. VARRANIIES Worry -Free Gold _,jUr non prorated WORKMANSHIP INCLUDED Worry -Free Pladnum 25 yr all inchisive $ Flat roofs carry a 7 year wortananship warranty ,// JI HIJb I.S U 13 Cav n1T- included /n roof price unlessspafffed hvlth approved awlt Customer: D Total a Cotrlractos, Inc Roofing Division Date: I HAVE READ AND UNDERSTAND THIS PROPOSAL, THE TERMS AND CONDITIONS AND ALL DOCUMENTS REFERENCED THEREIN AND AGREE TO BE BOUND BY THEIR TERMS. ACCEPTANCE OF PROPOSAL: The above prigs, specifications and condMons are Satisfactory and are hereby accepted. Contractor Is authorized to do the work as specified. By signing Customer acknowledges that Customer Is the owner of the arty where work is to be performed. PAYMENTS ARE DUE UPON COMPLETION OF THE ROOF. Any delay In payments may result In a 1.5% Interest per 30 days i mitigations are not considered part of the project but offered as a service to our customers through a third party fled licensed inspection company and shall not be used as reason for any delay of final payment agreement constitutes the entire contract by and between contractor and owner and parties are not bound by oral expressions presentations by any party or ascent of either oartv. POWER OF ATTORNEY Date: 3/10/16 1 hereby name and appoint Beth Lawrence of TOTAL HOME ROOFING to be my lawful attorney. In fact to act for me and apply to the SANFORD Building Department for a RE -ROOF permit. For work to be performed at a location described as: Parcel ID: 25-19-30-5AH-0000-038L Subdivision: Owner of property and address: BROWN 1908 HISTORIC GOLDSBORO BLVD SANFORD, FL 32771 And to sign my name and do all things necessary to this appointment. ROBERT DONOVAN CCC1330489 Type or print r contractor and license number) Signature df c Klfied contractor) The foregoing instrument was acknowledged before me this 10th day of March by Robert Donovan, who is personally known to me. CHRWINA MACAR*UR MY COMMISSION # FF 064139 EXPIRES: October 17, 2017 Bonded Thru Budget Notary Servfcea of 2016 THIS INSTRUMENT PREPARED BY: Name: TOTAL HOME ROOFING Address: `165 W ST RD 434 Winter Springs FL 32708 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: I°IAR'Yr"NNE HORSE, ;?,LNIN0LE COUNTY CLE.Rh. OF CIRCUIT CQUf l & CONF'1R0L..LERBf: 8649 P3 4-1' CLERK'S r 2016026518 I:ECURDED Ii:3/14I I11b 1:%:li.l::i1 I'll N.E(.ORDING FEEc'; 1CI.in:I RECORDED BY jeckenro Parcel ID Number: 2— J—q -C Sq\4 &W, --low1., The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION Ok PROPERrY. (Le I descjjgion 4f he pro ert and stre t ad ress if av ' abl= C n V EX v tAW v P69 Z GENERAL DESCRIPTION OF IMPROVEMENT: re -roof ONLY OWNE Name: Addres Fee Sie,N,n , 11,U rnumer hr oiner man owner) Name Add CONTRACTOR: Name: Total Home Properties DBA Total Home Roofing Address: 165 V1/ ST RD 434 Winter Springs, FL 32708 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySection713.13(1)(b), Florida Statutes. Name. In addition to himself, Owner Designates of To receive a copy of the Llenor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless adifferentdateisspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF w COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, o FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A 0 z NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST z Q INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. p r O cc Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true g o t p to the best of nlc edge and belief. 0- I II C) LU n f m Owner's Signature H g ,) r t i>1 Owner's Printed Name Florida Statute 713.13(1)(g) " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." a z w v C, mState of FLORIDA County of SEMINOLE The foregoing instrument was acknowledged before me this J day of Q, YCy 1 , 20 by emu,le 4+e "By5 Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: _ ECDL p`' 6, C'ri(!3Ta1AMACA.RTHUR rJ' rCC''nJu351vli FF1'641D EY, aiRES•,Ociuber 17, 2017 Trt Bonded Thru Budget Not? y Services Notary Signature 1/12/2016 Florida Building Code Online RECORD COPY µe r ramIlhl('KtI_t(leii;fli il[+ BCIS Home j Log In I User Registrauon Hot Topics Submit Surcharge Stats E Facts I Publications ( FBC Staff BCIS Site Map ! Lmks t SearchBusinesG -1 product AProfessionalI USER. Public User Ri rjul !at ion Approval CCC Product Anpioval Menu > Product or Application Search2, Application List . Application Detail FL # FL11288-R14 Application Type Revision Code Version 2014 Application Status Pending FBC Approval REVIEWED FOR CODE COMPLIANCE Comments PLANS EXAMINER Archived I (6 DATE Product Manufacturer CertainTeed Corporation Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 SANFORD BUILDING DIVISION610) 651-5847 Mark. D.Harner@saint-gobain"cR;jFgMIT I%UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS Quality Assurance Representative AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Address/Phone/Email ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVEN- THE BUILDING OFFICIAL FROM THEREAFTER Category Roofing RE-QUIR!NG A CORRECTION OF ERRORS IN PLANS, Subcategory Underlayments CONSTRUCTION OR VIOLATIONS OF THIS CODE Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report $ gNFORDFloridaLicensePE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE s Validation Checklist - Hardcopy Received # 6 8 O Certificate of Independence FI-1.1288 R14 C01 2015 01 _'O! Ni nunen.ndf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4601 2004 ASTM D4869 2005 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6757 2007 FM 4474 2004 http//www floridabuilding org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgs6WGOndlUHYonUmKSG5yyaJM4c4BCWaVTQnWUSOC%2frnO%3d%3d 1/2 1/12/2016, Florida Building Code Online FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 TAS 110, 2000 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/02/2015 Date Validated 12/15/2015 Date Pending FBC Approval 12/2Mon Summary of Products FL # Model, Number or Description Name 11288.1 CertainTeed Roof Roof underlayments for use below Approved prepared roof coverings. Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL11288 R14 II 2015 12 FINAL ER CERTAINTEED UNDERLAYMENT FU1288ApprovedforuseoutsideHVHZ: Yes R14.odf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-555.0 Created by Independent Third Party: YesOther: 1.) The DP in this application Evaluation Reports pertains to a particular application for use in adhesive -set tile applications. DP is N/A FL11288 R14 AE 2015 12 FINAL ER CERTAINTEED UNDERLAYMENTS FLI1288 R14.Ddf for underlayments installed beneath Created by Independent Third Party: Yes mechanically attached prepared roof covers. 2.) Refer to ER Section 5 for other Limits of Use. 0ac6 Nc r.l Contact Us :: 1940 North Monroe StreetTallahassee FL 3= Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Flonda :: Privacy Statement .. Accessibility Statement :. Refund Statement Under Flonda 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 malltothisentity. Instead, contact the office by phone or by traditional mail 1f 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 emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, 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: efkct MM C( edi VAA hOp:// www.floridabuilding.org/prlpr_app oll.aspx?param=wGEVXQwtDgs6WGOndlUHYonUmKSG5yyaJM4c4BcWaVTQnWUSOC%2frnQ%3d%pad 2/2 Q. TRINITYIERD EVALUATION REPORT CertalinTeed Corporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 11610.09.08-R15 FL11288-R14 Date of Issuance: 09/03/2009 Revision IS:12/02/2015 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Roof Underlayments 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 "rrinitylERD 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 7. Prepared by: nv 1'J-'?( RR •' i Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 Ine facsimile seal appearing was autr,orrted by Robert Nieminen, P.E. on 12/0212015 Thisdoes not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client 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. Trinityl ERD is not owned, operated or controlled by anycompany 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. 1. 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 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. TRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by CertainTeed Corporation, 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 Year1504.3.1 Wind Uplift FM 4474 20041507.2.3 Physical Properties ASTM D226 2006 1507.2.3 Physical Properties ASTM D4869 20051507.2.3 Physical Properties ASTM D6757 20071507.2.4. 1507.2.9.2, 1507.5.3 Physical Properties ASTM D1970 20091507.10.2 Physical Properties ASTM D4601 20041507.11.2 Physical Properties ASTM D6163 20DO1507.11.2 Physical Properties ASTM D6164 20051507.11.2 Physical Properties ASTM D6222 20081523.6.5.2.1 Physical Properties TA5103 1995TAS110AcceleratedWeatheringTAS1102000 FRSA/TRIApril 2012(04-12) Underlayment Installation References 2012 3. REFCRCNCES: Entity Examination Reference Date ERD (TST6049) Physical Properties C7290.01.08 01/16/2008 ERD (TST6049) Physical Properties C8440.04.08 04/28/2008 ERD(TST6049) Physical Properties C9560.05.08 05/25/2008 ERD (TST6049) Physical Properties C10080.09.08-111 04/17/2009 ERD (TST6049) Physical Propertles C12960.06.09 06/02/2009 ERD (TST6049) Physical Properties 3530.12.05-1-111 10/05/2009 ERD (TST6049) Wind Uplift C8370.08.08-111 10/05/2009 ERD (TST6049) Physical Properties 3523.03.05-R2 01/12/2010 ERD (TST6049) Physical Properties C30890.03.10-1 03/17/2010 ERD (TST6049) Physical Properties C3500.04.10 04/02/2010 ERD (T576049) ERD( TST6049) PI1y51Ldl PiupertleS C31840.05. 10 05/10/2010 Physical Properties C31860.05.10 05/18/2010 ERD (TST6049) Physical Properties C31850.06.10 06/25/2010 ERD (TST6049) Physical Properties C35460.05.11 06/16/2011 ERD (TST6049) Physical Properties C34940.09.11-R1 10/04/2011 ERD(TST6049) Accelerated Weathering C40840SC 06/11/2012 ERD (TST6049) Physical Properties C40050.09.12-2 09/28/2012 ERD (TST6049) Physical Properties C31410.10.10-R1 11/02/2012 ERD (TST6049) Physical Properties C45240.OL14-1 01/15/2014 ERD (TST6049) Physical Properties C32930.01.11-112 01/20/2014 ERD (TST6049) Physical Properties C45240.01.14-2 01/24/2014 MTI (TST 2508) Physical Properties DX08C4A 03/22/2004 MTI ( TST 2508) Physical Properties TX34B6A-001 02/27/2006 MTI (TST 2508) Physical Properties TX14868-002 03/13/2006 MTI (TST 2508) Physical Properties ,' TX1486F•006 03/13/2006 MTI (TST 2508) Physical Properties TX34B6E-005 03/13/2006 PRI (TST5878) Physical Properties CTC-034-02-01 11/24/2008 PRI (TSTS878) Physical Properties CTC-075-02-01 02/15/2011 PRI (TSTS878) Physical Properties CTC-067-02-01 08/08/2011 PRI (TST5878) Wind Uplift CTC-112-02.01 12/12/2011 PRI (TST5878) Physical Properties CTC-163-02-01(x3) 05/10/2013 PRI (TST5878) Physical Properties CTC-189-02-01 11/18/2013 UL. I.I.C. (QUA9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-RIS Certificate oJAuthorization #9503 FL11288- R14 Revision 1S: 12/02/201S Pege z or 7 4. PRODUCT DESCRIPTION: -,. tTRINITYIERD 4.1 Self -Adhering Under lavrnetits: 4.1.1 WinterGuard'" HT iS a glass scrim reinforced, self -adhering, film -surfaced waterproofing underlayment. 4.1.2 WinterGuard'" Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment. 4.1.3 WinterGuarcl ' Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing underlayment. 4.1.4 MetaLayment- is a self -adhering, film -surfaced, waterproofing underlayment. 4.1.5 Black Diamond Base Sheet is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D197O requirements. 4.1.6 Flintlastic SA PlyBase is a self -adhering, glass mat reinforced, film -surfaced, SBS modified roof underlayment meetingASTMD197Orequirementsforuseasabase -layer in multi -ply underlayment systems. 4.1.7 Flintlastic SA Mid Ply is a self -adhering, polyester reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D197O and ASTM D6164, Type I, Grade S requirements for use as a base -layer in multi -ply underlayment systems. 4.1.8 Flintlastic Ultra Glass SA is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Type 1, Grade S requirements for use as a base -layer in multi -ply underlayment systems. 4.1.9 Flintlastic SA Cap FR is a self -adhering, glass mat reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Grade G, Type I requirements. 4.1.10 Flintlastic SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting TAS 103 and ASTM D6164, Grad G, Type I requirements. 4.2 Torch Applied Underlavments• 4.2.1 Flintlastic GTA is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment meetingASTMD6222, Grade G, Type I requirements. 4.3 Asphalt Applied Underlavments• 4.3.1 Flintlastic GMS or Flintlastic Premium ISMS is an asphalt -applied, polyester reinforced, granule -surfaced, SBS modified roof underlayment meeting ASTM D6164, Grade G, Type I and II requirements, respectively. 4.4 Mechanically Attached Underlavments• 4.4.1 Flintlastic SA NailBase is a glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D4601, Type II requirements for use as a mechanically attached base -layer In multi -ply underlayment systems. 4.4.2 Roofers' Select is an asphalt -impregnated, organic felt reinforced with glass fibers roof underlayment meeting ASTMD6757requirements. S. UMITATIONS: 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 ordesignguidanceunlessretainedspecificallyforthatpurpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 CertainTeed 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. Exterior Research and Design, I.I.C. Evaluation Report 11630.09.08-R1SCertificateofAuthorlrotion #9503 FL11288-R34 Revision 1S: 12/02/201S dpe 3 of 7 J J TRINITY I ERD 5.5 Allowa ble roof covers applied atop CertainTeed underlayments are as follows: TABLE 1; ROOF COVER OPTIONS ' Underlayment Asphalt' Nail -On Tile Foam -On Mortar -Set Metal Wood Shakes & Shingles Tile Tile Slate Roofers'Select Yes No No No No Shingles No NoWinterGuardHTYesNoNoNoYesYesYesWinterGuardSandor Granular Yes No No No No Yes Yes Black Diamond Base Yes No No No No Yes Yes Flintlastic SA Cap No Yes Yes See 5.5.1 Yes No Yes Yes Flintlastic SA Cap FR No Yes No No No Yes YesMetataymentYesNoNoNoYesYesYes Flintlastic GTA No Yes Yes Yes No YesSee5.5.1 Yes Flintlastic GMS or Yes Premium GMS No Yes See 5.5.1 Yes No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term agingdatafromanaccreditedtestinglaboratoryisprovided. 3M 2-Component Foam Roof Tile Adhesive AH-160 (FL6332): Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS or FlintlasticPremiumGMS. Dow TILE BOND"' Roof Tile Adhesive (FL717): Flintlastic SA Cap, Flintlastic GMS or Flintlastic Premium GMS 5.6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: New or existing plywood ASTM D41 primed new or existing plywood. Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap orFlintlasticSACapFRself -adhered to: New or existing plywood; ASTM D41 or FlintPrime SA primed new or existing plywood; ASTM D41 or FlintPrime SA primed structural concrete. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D41 primed structural concrete. Flintlastic GTA torch -applied to: ASTM D41 primed structural concrete. 5.6.2 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 or mortar -set the systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on or mortar -set 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 loads. 5.6.2.1 Maximum Design Pressure = -240 osf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41. Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered. Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. 5.6.2.2 Maximum Design Pressure = -555 osf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 or FlintPrime SA. Base: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-RISCertlffcoteofAuthorlcotlon #9503 FL11288-R14 Revision 1S: 12/02/201S Page 4 or 7 i TRINITY I ERD 5.6.2.3 Maximum Design Pressure = -105.0 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) FlintPrime SA or ASTM D41 Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.2.4 Maximum Design Pressure = -127 5 asf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime SA Joints: Min. 4-inch wide strips of Flintlastic SA PlyBase, self -adhered over all plywood joints. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.2.5 All other direct -deck, adhered CertainTeed underlayment systems beneath foam -on or mortar -set tile systems carry a Maximum Design Pressure of -45 psf. 5.6.3 Bond to Base Laver Underlayment: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ASTM D226, Type I or 11 felt. Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap, Flintlastic SA Cap FR self -adhered to: Flintlastic SA NallBase or ASTM D226, Type I or II felt. Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA PlyBase or Flintlastic SA MidPly. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Flintlastic GTA torch -applied to: ASTM D226, Type I or 11 felt; ASTM D2626 felt, ASTM D4601, Type II base sheet, Black Diamond Ba3c Sheet or Flintlastic Ultra Glass SA. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on or mortar -set tile systems, base layer shall be attached per minimum requirements of FRSA/TRl April 2012 (04-12), but not less than that detailed below. 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 loads. 5.6.3.1 Maximum Design Pressure = -37 5 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: ASTM D226. Type II felt or Flintlastic SA NailBase mechanically attached with 12 Ra.. 1Y..-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps spaced 6-inch o.c. at the 4-inch laps and 12-inch o.c. at two (2) staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.3.2 Maximum Design Pressure = -52 5 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase mechanically attached with min. 1-inch long, 12 ga. Simplex Metal Cap Nails spaced 6- inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) staggered rows in the field of the sheet. Base Ply: (Optional if top layer is Flintlastic SA Cap) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.3.3 Maximum Design Pressure = -60 0 osf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase mechanically attached with 12 ga., 1%-inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps spaced 8-inch o.c. at the min. 2-inch laps and 8-inch o.c. at three (3) staggered rows in the field of the sheet. Base Ply: (Optional if top layer is Flintlastic SA Cap) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.3.4 Maximum Design Pressure =-75MaximumDesignPressure = 0Psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase mechanically attached with 12 ga., 1Y.-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps spaced 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) staggered rows in the field of the sheet. Base Ply: (Optional if top layer is Flintlastic SA Cap) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R35 certificate ofAuthorization #9503 FL11288-R14 Revision 15:12/02/2015 I'dise 5 of 7 5.6.3.5 Maximum Design Pressure = -105 0 psf: ' J TRINITY ERD Deck: Min. 19/32-inch plywood to meet protect requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase mechanically attached with 12 ga., I% -inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps spaced 4-inch o.c. at the min. 2-inch laps and 4-inch o.c. at four (4) staggered rows in the field of the sheet. Base Ply: (Optional if top layer is Flintlastic SA Cap) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.7 Exposure Limitations: 5.7.1 Roofers' Select shall not be left exposed for longer than 30-days after installation. Refer to installation instructions specific to anticipated exposure in Section 6. 5.7.2 Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall not be left exposed for longer than 180-days after installation. 5.7.3 Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS do not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile atop Flintlastic SA Cap, GTA, GMS or Premium GMS, in which case the maximum exposure is 180 days. 5.7.4 Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA, for use as a base - layer in a multi -ply underlayment system, shall not be left exposed for longer than 30-days after installation, prior to placement of subsequent underlayment layer. 6. INSTALLATION: 6.1 CertalnTeed Roof Underlayments shall be Installed In accordance with CertainTeed 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 primed the substrate (if applicable). 6.3 Flintlastic SA NailBase, Flintlastic SA PlvBase Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA 6.3.1 Flintlastic SA NailBase, Flintlastic 5A PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid -layer in multi -ply underlayment systems beneath Flintlastic SA Cap, Flintlastic SA Cap FR. 6.3.2 Flintlastic Ultra Glass SA is limited to use as a base -layer in multi -ply underlayment systems beneath Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. 6.3.3 Install the base -layer underlayment to the substrates detailed in Section 5.6 In accordance with CertainTeed published installation instructions, followed by the final underlayment layer in accordance with the instructions outlined below for the particular top -layer underlayment. 6.3.4 Roof cover limitations are those are those associated with the top -layer underlayment, set forth in Table 1. 6.4 Black Diamond Base, Flintlastic SA Can or SA Cap FR WinterGuard or MetaLayment 6.4.1 Shall be installed in compliance with current CertainTeed published installation requirements and FBC Section 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, pressed firmly with a seam -roller, and offset end -laps minimum 2 feet from course to course. 6.4.2.2 Consult CertainTeed instructions for use of FlintBond SBS Modified Bitumen Adhesive, trowel grade, on the 6-inch end laps and T-seam detailing. 6.4.2.3 Consult CertainTeed instructions regarding back -nailing requirements. 6.4.3 For tile applications (Flintlostic SA Cap, SA Cap FR only): 6.4.3.1 Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.4.3.2 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5 Flintlastic GTA: 6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, 5th Edition and Table 1 herein. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R35CertificateOfAuthorization #9503 FL11288-R14 Revision 15: 12/02/2015 Pase a or 7 7. 8. 6. Vlll -IN IT RINITYERD 6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.5.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.6 Flintlastic GMS or Flintlastic Premium GMS* 6.6.1 Flintlastic GMS or Flintlastic Premium GMS shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, 5th Edition and Table 1 herein. 6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt -applied to the substrates noted in Section 5.6. Side horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.6.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.7 Roofers' Select: 6.7.1 Standard -Slope Application (4.12 and greater): Starting at the lower edge of the roof, apply a single layer of Roofers' Select parallel to the eaves. overhanging drip edge by X-inch. Overlap ends (vertical laps) at least 4-inch and sides horizontal laps) at least 2-inch. Offset end laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.2 Low Slope Application (2.12 up to 4.12): Starting at the lower edge'of the roof, cover the entire deck by applying adoublelayerofRoofers' Select parallel to the eaves. Begin by applying a 19-inch wide starter strip of Roofers' Select along the eaves, overlapping the drip edge by Yrinch. Place a full -width sheet over the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36-inch wide courses up the roof slope, overlapping the previouscourseby19-inch in "shingle -fashion". Overlap ends at least 12-inch. Offset end laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.3 Eaves Flashing for Ice Dam Protection fall slopes): Eaves flashing may be constructed from self -adhering waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofers' Select cemented together with asphalt roofing cement (ASTM D 4586, Type II). Eaves flashing should be installed to a level of at least 24-inch inside the interior wall line, or in areas of severe icing, at least up to the highest water level expected to occur from ice dams to the satisfaction of the Authority Having Jurisdiction. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: UL, I.I.C. — QUA9625; (414) 248-6409; karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R15CertlfkateofAuthorizationp9503 FL11288-R14 Revision 15: 12/02/2015 Pdge 7 or 7 7/29/2015 Yj(1 jC: [}errJ,"-„•trriw BCIS Home 1 Log In 1 User Registration Hot Topics Busines?) 1c Use, Professional USER ucbiApproyal R aulatbfl Florida Building Code Online RECORD COPY Submit Surcharge Stats E Facts ! Pubhcatmns FBC Staff ! BCIS Site Map I Links •Search Product Aonroval P1en s PIodUCI or Anol cation Search , Aoohnhon List Application Detail FL # FL10674-R10 3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 740) 404-7829 greg.keel er@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 Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nieminen SANFODtheEvaluationReport Florida license PE-59166 Quality Assurance Entity UL LLC cOARi i Quality Assurance Contract Expiration Date 08/20/2017 Validated By John W. Knezevich, PE S 0 2 Validation Checklist - Hardcopy Received Certificate of Independence J 10674 R10 COI 2015 01 CQI Nieminen odf Referenced Standard and Year (of Standard) 5tandard YQar 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=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahRegICQ8ucR6ixEAoiMeKNJKxMw%3dn/o3d 112 17/29/2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method'I Option D 04/22/2015 04/23/2015 04/25/2015 06/23/2015 FL # Model, Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridgeShinglesandStartersshingles Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL10674 R10 II 2n1 s 04 FINAL ER OC n FHA T SHINGLES FL10674-R10 DdfImpactResistant: N/A Design Pressure: N/A Verified By: Roberti. M. Nieminen PE - 59166 Other: Refer to ER, Section 5. Created by Independent Third Party: Yes Evaluation Reports FL10674 R10 AE 2015 04 FINAL ER OC ASPHALT SHINGLES FL10674-R10.Ddf Created by Independent Third Party: Yes east, e%I; Contact US : 1940 North Monroe «• rT 11 h-- 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. 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 apersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F S., please click here . Product Approval Accepts: CrediliWk` axa hnp:l/www.floridabuilding.org/pr/pr_app otl.aspx?param=wGEVXQwtDgtBNbEY5Vg/g2boQTg/o2b6w7ahReglCQ8ucR6ixEAoiMeKNJKxMwg/o3dg/o3d 212 TRINITY I ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #95o3 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 vwnnb a vrrnng Evaluation Report 037940.02.12-R5 One Owens Corning Parkway FL10674-R10 Toledo, OH 43659 Date of Issuance: 02/06/2012 SCOPE: Revision 5: 04/22/2015 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 5th 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. 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 "TrinitylERD 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Hobert Niemmen, P.E on 04/22/2015 This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the reduetA rovallldmtrpsarator antl to the named client OF INDEPENDENCE: I. Trinityi ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing ordistributingproductsItevaluates. 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 forwhichtheevaluationreportsarebeingissued. 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 Trinity(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 retainedspecificallyforthatpurpose. I TRINITY! 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 Florida Building Code and Florida Building Code, Residential Volume through testing inaccordancewiththefollowingStandards. Compliance is subject to the Installation Requirements and Limitations / Conditions ofUsesetforthherein. 2. STANDARDS: Section Property Standard year1507.2.5, R905.2.4 Physical Properties ASTM D3462 20091507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 20091507.2.7.1, 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 02/15/2007ULLLC (CER9626) Physicals & Wind Resistance 20120516-112453 05/16/2012ULLLC (TST9628) Physical Properties 06CA20263 04/18/2006ULLLC (TST9628) Wind Resistance 11CA34308 02/18/2012ULLLC (TST9628) Physicals & Wind Resistance 4786093137 02/US/2014ULLLC (TST9628) Wind Resistance 4786126532 02/10/2014ULLLC (TST9628) Physical Properties Classification letter 02/13/2014Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs VariousULLLC (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, TruDefinition Oakridge', Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire' Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphaltroofshingles. 4.3 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 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 ordesignguidanceunlessretainedspecificallyforthatpurpose. 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 fireratingsofthisproduct. 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 us in all wind zones up toV„d = 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 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 us in all wind zones up to V„d = 150 mph (V,dt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-RSCertificateofAuthorizationX95o3 FL10674-R10 Revision S: 04/22/201S Pdge 2 pro 6. TRINITY I ERD 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculationsbyaqualifieddesignprofessionalarerequiredforconditionsoutsidetheselimitations. Contact the shinglemanufacturerfordataspecifictoeachshingle. 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 andF.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. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimumfour (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: i Berkshire shingles require minimum five (5) nails per shingle. WeatherGuard" HP shingles require minimum six (6) nails per shingle. DevonshireTM shingles require minimum six (6) nails per shingle. Starter Strip Plus requires 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. Contact the shingle manufacturer for details. 6.2.5 Minimum Nailing — Classic* & Supreme: Normal Mansard or Area pareWindAreasHighWinddesvanesyAreaparsvientosnormaloaAreasWantosruertes 1• H• IAI t' rt- 2• IB 2• 1• tr 5"Exposure Exposicidn 6.2.6 Minimum Nailing — Berkshiree: Saabra strip to fka de itWor B-- I +_ y I _ . a 1" t• Exterior Research and Design, LLC Certificate ofAuthoriration #9503 Normal Mansard or Area par& Wind Areas Hioh Wind desvanes pAreapareWentesnormal@* Areas vientos fuertes t" r t• 2- tz t fr ( B\ z' r 1 - 6 518" Exposure Exposici6n rahm sWp La tfra de wIlAdor r RSi` RYf RYt RVr } t" J r \ Ay.hah roofing mere / Con vnfo do terho de a>tito Evaluation Report 037940.02.12-RS FL10674-RlO Revision S: 04/22/201S rage s or 6 TRINITY I ERD 6.2.7 Minimum Nailing — Devonshirem: Color Collection: 0.Z.7 minimum Nailing — TruDefinition Oakridge*, Oakridge°: 4 Nall PA -tern Esquema con 4 elavos 6 ff Exposure 146sllExposlcldnde65/6padg. Claws Exporlcldn de 55/r; ping. rrm unruur lvalnnK— vveainerVuarn- HP' 6 Nall bmardard Slep Sbq Pattern ul.r. blur -Cur= Esquems areaandinpdrulod. do 6 elavos wdnrp?i ohy reasueHlY rb PX1... SunMals' RHna et!rrnq. rasltrirq SvrNalpPparea d# cbm r ` ar rax eh sul'Pur? Araadrdascs Li sr ` tr ` su kaiP 53:' Exposure Nails W, Exposure 51i ptdg. de mrposkidn Claws 5%pulp. de expoWM 6 Nail Pattem Esquema tort 6 elavos 5618" Erpaoure ExposicMrr de 66/8 pu1g. 7' 1 Wrigle We View x • •. ti•• C! h if•diir Exposicidn de 66/a; ptig. Exterior Research and Design, LLC Evaluation Report 037940.02.12-115CertificateofAuthorizatlonu9503 FL10674-R10 Revision 5: 04/22/2015 Pdrr 4 or 6 6.3 Hip &Ridge Shingles: TRINITY I ERD 6.3.1 Installation of Berkshire* I -lip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard' 11r' Ilip 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 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— Berkshire'O Hip & Ridge and High Ridge: 6.3.4 6.3.5 Fla 1 t— Mnp N111,1 DkedD4atlbn t I rHyosui Minimum Nailing— Hip & Ridge with Sealant: Fla 2 IopVlnv SltleVliaa Nola Nola 1 WfopLaNnalol I r 4' Pa r II11II1 r I VI i I 1 ern Fig. 2 - High Wind Fa "Wing ( 4 Nails) Pattern rhn Shingle--. ndC_Discard 2 Exc;e Y 1" 1+1Sealant -• Strip 12" Fastening 65A 5+'ExposureDistance 12" Minimum Nailing — WeatherGuarda HP Hip and Ridge: Fig. A v v T Dirodlon tUlls u v O 1 1 I I 1 I II I1II i Eapoalro Fig. C Hip & Ridge Shingle Fastening Top V lamv Nails Nally sExposuro Exterior Research and Design, LLC. Evaluation Report 037940.02.12-RS CertiJlrate oJAuthorkation #9503 FL10674- R10 Revision 5: 04/22/2015 Page s or 6 0 6.3.6 Minimum Nailino _ prnl:d.. ui.. P. o;.t..,. Prevailing wnd Direction Sealant Strip 6' Exposure Fasten 711,' Cover Exposed Fasteners with Roof Cement 3 TRINITY ERD Standard Fastening Hi.p...f re Pattern 12' I— Sealant Minimum Nailing — Durallidge'" Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corningpublishedinstallationinstructionsfortheirminimi,m ra-irn.., +. Top Viw Vat M plan II- VkU superbr I TI 1 ifl N.YCY• t OrrtmCa,i,gSweNW ,- n"' I I I atE V Iig I 7. LAul:LINU: 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 Table1507.2.7.1 / 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 CIA entity for information on which plants produce products covered by Florida Rule 9N-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625 ; (414) 248-6409; karen.buchmannc@ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC Evaluation Report 037940.02.12-RSCertifrcoteofAuthorkotion #9503 FL10674-R10 Revision S: 04/22/201S Idde 6 or 6 PREPARED 4/11/16, 15:26:31 INSPECTION TICKET CITY OF SANFORD INSPECTOR: BUILDING ADDRESS . : 1908 HISTORIC GOLDSBORO BLVD SUBDIV: CONTRACTOR : PHONE : OWNER BROWN JULETTE C PHONE PARCEL 25.19.30.5AH-0000-038L APPL NUMBER: 16-00000802 ROOFING APPLICATION PERMIT: ROOF 00 ROOF - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL03 01 4 16 FINAL ROOF TIME: 17:00 VRU #: 002881811 BL15 01 4 12 6 q ROOF DRY -IN TIME: 17:00 VRU #: 002881803 BL29 01 1 MITIGATION AFFIDAVIT TIME: 17:00 VRU #: 0028 per dave have pictures on site COMMENTS AND NOTES it o- CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: ICJ 2 I° `Q. Uc)np\an I hereby acknowledge that I personally inspected L Roof deck nailing and/or Secondary water barrier work at A ` GC66A1(6R',a1'n have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) l certify that my statements herein are true and accurate to the best of my belief and that 1 fullyunderstandthatmakinganyfalsestatementsinwritingwiththeintenttomisleadapublicservantinthe performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant toSection83 31 / Signa r 3 Contractor Date Printed Name of Contractor License # License Type: E General Building Residential ' Roofing Contractor F, or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF Sworn to (or affirmed) andsubscribed before a this _/ day of $ Zp c by who iersonally Known to me or has f=i Produced (type ofidentifca ' n as identification. SEAL) Signature o Notary 'ublic LUZK.LOPEZStateofFldr*da Ucv * MYCOMMISSION # FF 949082 EXPIRES: January 1o, 262o Print/Type/Stamp Name d`° 8WW6dTia8UdW"SWj= of Notary Public jt I I i n 6r