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Home My WebLink About1803 S Mellonville AveCITY OF SANFORD BUILDING & FIRE PREVENTION D` 1 PERMIT APPLICATIONFEB12016 BY: Application No: —6 00 Documented Construction Value: $ Li -712 0 Job Address: _. 1 96 3 !`9F110 n, v i 11 t /7 V t= Historic District: Yes No Parcel ID: .3 1 - L 2 -3 1 - S U _ (y 3 b D •- (D Z D Residential Commercial Type of Work: New Addition Alteration IT Repair Demo Change of Use Move Description of Work:- nS hA A.)-f St i /.>Ci/ IZao-F ,p cEiv f Plan Review Contact Person: SA i rL le- k Title: Phone: 3 S Z- 9 R 3- 9 9 fr Fax: 3 S Z- Y 9?_ g fg9 Email: Property Owner Information Name _ Do u c In _r k s u r ti y G l i C-' Phone: Y d 23 2- yL__ Street: _ 1 K t13 S M el l o v vl i 1 e, 04 V t Resident of property? :_ Y Cr City, State Zip: , S A.v f,,,L ,/ y J 3 z -7 7 t Contractor Information Name . Sim ^ nny r man r ti a dam. .y -p-,,,, Phone: 3T 2. - C/ 9? Street: _ 2 Z 3 3 _r J4o 2i zo Ads P 2 i di Fax: S Z - 1 ,?3 City, State Zip: u S i S,• r 1 3 Z 7 3& State License No.: _ C C C 1 3 Z I& L ;7 ArchitecfilEngineer Information Name: Al / 9 Phone: Street: City, St, Zip: Fax: E-mail: Bonding Company: _ 1V 1,9 Mortgage Lender: Al /R Address: 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. Application ishereby 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application j l /1 r 0 1r( 1 V 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature ofNotary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: 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 COMMENCEMENT. 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 applied to your permit fees when the permit is released. S re of Ovwgent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: V Signature df Contractor/Agent Date W rz c-7 cd.n,1-C-y Print ContawterEAszent's Name It`r6 Date YP - SHIRLEY CONLEY MY COMMISSION # FF027820 oPF•.d" ENPIR6S: June30, 2017 Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 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 7 47'`I'q 11'[1'lff iil ll il SCPA Parcel View: 31-19-31-504-0300-0020 Page 1 of 1 David Johnson,CFA Property Record Card Parcel: 31-19-31-504-0300-0020 gpp5 Owner: CLINE DOUGLAS D & SUSAN D 8W Property Address: 1803 MELLONVILLE AVE SANFORD, FL32771-3538 Parcel: 31-19-31-504-0300.0020 Property Address: 1803 MELLONVILLE AVE Owner. CLINE DOUGLAS D & SUSAN D Mailing: 1803 S MELLONVILLE AVE SANFORD, FL 32771-3538 Subdivision Name: BEL-AIRSANFORD Tax DistrictSl-SANFORD Exemptions: OD -HOMESTEAD (1994) DOR Use Cade: 01-SINGLE FAMILY Legal Description LOT 2 BLK 3 BEL- AIR PB3PG79& 79A Taxes I Sales Land Building Information Description 1 SINGLE FAMILY Permits i Value Summary 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 29,081 29,463 Depreciated EXFT Value 480 480 Land Value (Market) 9,048 9,048 Land Value Ag Just/ Market Value 38, 991 Portability Adj Save Our Homes Adj 599 1,245 Amendment 1 Adj Assessed Value 38,010 37,746 Tax Amount without SOH: 284.74 2015Tax Bil Amount 259.39 Tax Estimator Save Our Homes Savings: 25.35 Does NOT INCLUDE Non Ad Valorem Assessments Year Built Fudures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/ Effective 1952 I3 M 1,079 1 1,041 1 CONC 1 0,0811 $55,392 BLOCK I Description Area UTILITY 20 FINISHED ENCLOSED PORCH 316 FINISHED OPEN PORCH 18 UNFINISHED Permit # Type Agency Amount CO Date P;mit Date 01229 I Addition - Residential Sanford 5,WO 1 1 3/1/2003 Extra Features httpl/ www.scpafl.orgfParcelDetaillnfo.aspx?PID=31193150403000020 February 11, 2016 n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 1803 S MELLONVILLE AVENUE As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Descri tion Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hung Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED LANDMARK 5444.1 Underla ments POLYGLASS POLYSTICK IR-Xe 5259.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature ' Applicant's Name PHYLLIS A. SIMMONS Please Print) June 2014 i' I illlll IYIII lilil Vflll IYII IIIII IIII IIII THIS INSTRUMENT PREPARED BY: MARYANNE MORSE, SEMINOLE COUNTYName: SIMMONS ROOFING CI-ERK OF CIRCUIT COURT & COPIPTROLLERAddress: 22335 HORIZON VISTA BK 8632 Ps 461 QP95 ) EUSTIS,FLORIDA32736 CLERK'S 2016015460 State of Florida RECORDED 02/11/2016 01-1:5a4.9 PNNOTICEOFCOMMENCEMENTRECORDINGFEES $10.00 RECORDED BY hda-vare Permit Number Parcel ID Number(PID) 31-19-31-504-0300-00320 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. 1. DESCRIPTION OF PROPERTY (legal description of the property, and street address if available) LOT 2 BLK 3 BEL-AIR PB 3 PG 79 & 79A 2. GENERAL DESCRIPTION OF IMPROVEMENT: ROOF REPLACEMENT 3. OWNER INFORMATION: Name and address: DOUGLAS &/OR SUSAN CLINE, 1803 S MELLONVILLE AVE., SANFORD, FL 32771 Interest in property: OWNER Name and address of fee simple titleholder (if other than owner): N/A 4. CONTRACTOR: (name, address and phone number): SIMMONS PERFORMANCE ROOFING 22335 HORIZON VISTAS DR. EUSTIS, FL 32736 352-483-9598 5. SURETY: Name, address and phone number: Amount of bond $ N/A 6. LENDER: (name, address and phone number): N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section 713.13(1)(a)7., Florida Statutes: (name, address and phone number): 8. In addition to him/herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13 FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. S E OF FLORID OWNERS SI1VATURE COUNTY OF SEMINOLE OWNERS PPJNTED NAME The foregoing instrument was acknowledged before me this I I day of 7- eb /t-V /7 n x 20.jj, by Who Is onal y known Ito me OR who has produced identification -type identification produced VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURE OF NATURAL PERSON SIGNING ABOVE Print, My Commission FF 226269 Expires 06/03/2019 FEB 1 1 seal) Not Signature A!; of Lill Fb Ct 7e — MARYANNE MORSE Y ' 1 IERK OF THE ° UIT RTAND i ' Oh1PTRf %ER Y DFPIITY CI_FRK Doug Cline 407463-2696 slimwwjd@gmail.com SIMMONS PERFORMANCE ROOFING, INC. 22335 Horizon Vistas Drive, Eustis, FL 32736 Ph: 352-483-9598 / Fax: 352-483-9599 roofingbysimmons@aol.com LIC# CCC1325617 CONTRACT/PROPOSAL** DATE: 2/11/16 Contract #R16-DV-021101-ARC Shingle Color Choice: Vent Color Choice: Black, White, or Brown JOB: 1803 S. Mellonville Avenue, Sanford - Shingle Roof Replacement (3-112:12 Pitch) Install a new Lifetime Architectural shingle roof according to manufacturer's recommendations and the 2014 Florida Building Code 1) Obtain the permit and file the notice of commencement as required by local codes. 2) 'Remove the existing roof down to the decking. Examine the exposed deck for damaged/rotted wood, and 2replace as necessary (see ADDITIONAL COST below). 3) Re -nail the decking using 8-D ring shank nails to ensure conformance to the Hurricane Mitigation Retrofit Manual (Based on F. S. Chapter 553.844). 4) Install a new mechanically fastened roofing underlayment (301b Gorilla Guard® [FL#11915] or comparable) as a secondary water barrier, using Simplex nails. 5) Install new plumbing pipe flashings and eave drip. Eliminate the existing wind -driven turbines and install off -set ridge vents (2). Install new self -adhering underlayment and metal in all valleys. Re -flash the chimney. 6) Install up to 1900 sq. ft. (includes standard waste calculations and 5 bundles of ridge caps) of new Lifetime Architectural shingles (CertainTeed Designer Landmark [FL#5444]) using 1-1/4" barbed roofing nails. 7) Remove and haul all job -related debris. 8) Provide a ten (10) year warranty on our workmanship under normal weather conditions and use. 9) Schedule a complimentary Wind Mitigation Report for homeowner insurance purposes ($100.00 value). Completed report with pictures to be e-mailed to homeowner. ESTIMATED COST* (SEE ADDITIONAL COST BELOW) Accepted forms ofpayment. Cash, check, or money order 4,370.00 ** Balance is due upon job completion z ' ADD $342 to the balance to upgrade from 301b mechanically fastened underlayment to! a, a self -adhering underlayment that may provide for insurance discounts as a iACCEPT TO G o ' secondary water barrier. ADDITIONAL COST 1) Roofs with more than one layer of roofing will be removed at the cost of $30.00 per square, plus the cost of hauling the additional debris. 2) Rotted wood replacement and cricket builds will be performed at an additional cost of $30.00 per man hour plus the cost of materials. If you accept the terms above, please sign and date below and return a copy to us. In doing so, you accept responsibility for the removal and re -attachment of any roof - mounted equipment (includes, but is not limited to, solar panels and satellite dishes), and for securing of items on the walls and ceilings of the above -named property, with the reasonable expectation ofpersonnel walking on the roof and mechanically fastening roofing materials. Installation of roof -mounted equipment may void our workmanship warranty; we recommend attaching satellite dishes to the facia rather than the decking, AUTHORIZED SIGNATURE: DATE: CONTRACTOR: Steven E. Simmons, President DATE: THIS PROPOSAL BECOMES NULL AND VOID AFTER 30 DAYS FROM THE ABOVE DATE. AFTER THIS TIME, PLEASE CONTACT USA T (352) 483-9598 FOR A NEWPROPOSAL. MATERIAL PRICESARE SUBJECT TO CHANGE AT THEDISCRETION OF THE SUPPLIER. MA TERIALSLEFTOVER ATJOB COMPLETIONREMAINTHE PROPERTY OFSIMMONSPERFORMANCE ROOFING,17VC SIMMONS PERFORMANCE ROOFING, INC. 22335 Horizon Vistas Drive, Eustis, FL 32736 Ph: 352-483-9598 / Fax: 352-483-9599 roofmgbysimmons@aol.com LIC# CCC1325617 CONTRACT/PROPOSAL** Doug Cline DATE: 2/11/16 407-463-2696 Contract #R16-DV-021101-ARC slimwwjd@gmail.com Shingle Color Choice: Vent Color Choice: Black, White, or Brown JOB: 1803 S. Mellonville Avenue, Sanford - Shingle Roof Replacement (3-112:12 Pitch) Install a new Lifetime Architectural shingle roof according to manufacturer's recommendations and the 2014 Florida Building Code 1) Obtain the permit and file the notice of commencement as required by local codes. 2) 'Remove the existing roof down to the decking. Examine the exposed deck for damaged/rotted wood, and 2replace as necessary (see ADDITIONAL COST below). 3) Re -nail the decking using 8-D ring shank nails to ensure conformance to the Hurricane Mitigation Retrofit Manual (Based on F. S. Chapter 553.844). 4) Install a new mechanically fastened roofing underlayment (301b Gorilla Guard® [FL#11915] or comparable) as a secondary water barrier, using Simplex nails. 5) Install new plumbing pipe flashings and eave drip. Eliminate the existing wind -driven turbines and install off -set ridge vents (2). Install new self -adhering underlayment and metal in all valleys. Re -flash the chimney. 6) Install up to 1900 sq. ft. (includes standard waste calculations and 5 bundles of ridge caps) of new Lifetime Architectural shingles (CertainTeed Designer Landmark [FL#5444]) using 1-1/4" barbed roofing nails. 7) Remove and haul all job -related debris. 8) Provide a ten (10) year warranty on our workmanship under normal weather conditions and use. 9) Schedule a complimentary Wind Mitigation Report for homeowner insurance purposes ($100.00 value). Completed report with pictures to be e-mailed to homeowner. ESTIMATED COST* (SEE ADDITIONAL COST BELOW) $ 4,370.00 ** Accepted forms ofpayment. Cash, check, or money order Balance is due upon job completion o ADD $342 to the balance to upgrade from 301b mechanically fastened underlayment to F a self -adhering underlayment that may provide for insurance discounts as a INITIAL TO o 1 secondary water barrier. ACCEPT ADDITIONAL COST 1) Roofs with more than one layer of roofing will be removed at the cost of $30.00 per square, plus the cost of hauling the additional debris. 2) Rotted wood replacement and cricket builds will be performed at an additional cost of $30.00 per man hour plus the If you accept the terms above, please sign and date below and return a copy to us. In doing so, you accept responsibility for the removal and re -attachment of any roof - mounted equipment (includes, but is not limited to, solar panels and satellite dishes), and for securing of items on the walls and ceilings of the above -named property, with the reasonable expectation of personnel walling on the roof and mechanically fastening roofing materials. Installation of roof -mounted equipment may void our workmanship warranty; we recommend attaching satellite dishes to the facia rather than the decking. AUTHORIZED SIGNATURE: DATE: CONTRACTOR: '% DATE: 2/11/2016 Simmons, President i"THISPROPOSAL BECOMESNULL AND VOIDAFTER 30 DAYS FROM THEABOVE DATE AFTER THIS TIME, PLEASE CONTACT USAT (352) 483-9598 tFOR A NEWPROPOSAL MATERIAL PRICESARE SUBJECT TO CHANGEAT THEDISCRETION OF THE SUPPLIER. MATERMLSLEFTOVER AT JOB ICOMPLETIONREMAINTHE PROPERTY OFSIMMONSPERFORMANCEROOFING, mr- Flonda Buaang code onitne Page 1 of 2 4'r-ll+,a!+,11 e-. f d • elN [ ' F1. t t IaTR•Bdae ar wm. l•pN 11ferPdpaa.ibn Ne[TeaM Ssbwaaurdbq. maaram Pubibl(dns BusineW. Professional rec wn acts she MAP Wka' a.anf ai' EsIJlQIIVrI a. r•WyW-ydya oaei... y,t..,.., u- > V >t AM,_a 11 FL a FLSW-AS AppacatbnTYde Revision Code Version 2014 Application Status Apprpveg Comments Archived Product Manufacturer CertaInTeed Corporetion-Poofkq Addre ss/Phonc/Errza 16 Moores sold MoNem, PA 19355 610) 651-SB47 mxkd. hamermsalM-gobaN.com Authored Signature Marc farmer hartd. t amer0saint-gob ain.com Technical Representatwe Mark D. Harner Addsess/ Phtmef rlmtl 1B Moores Poad MaNem, PA 19355 610) 651-SS47 MadLD. Harner GUbrt-gobaln.c= QaratY Assurance pepresentaWe Address/ Phone/rzra6 Category Subcategory Asphalt Shingles Conpaance Method Evauaton Report from a Florida Registered Achkect M a Licensed Florida ProfasslolaI Engineer Evaluation Retort - MrdcopY ReceNed Florida ftincer or Architect Narm who developed the Robert Wminen Evakatbn Report Florida License PE-59166 Quality ASSMME EMItY UL LLC Q. rty Ad—K Contract Exoketlon Once 07/03/2017 , Validated ey John W. Wlotevich, PE Validation Checklist - faardcopy Received CertxDMe OF independence Referenced Standard and Year (of Standard) v_.. ASTM D3161, Class F 2009 ASTM 03462 2009 ASTM D'7158, class fa 2008 EnWalerme or Product Standards Certified by Sections from the Code Product Approval Method Method 1 Option 0 httpJMAvw. ftddabuilding.org/prlpr app dtl.Sspxlparam--wGEVXQwtDgtahl g07CSSOYCOdZBCcpCUANzsPPRyA%3d July 21, 2015 n Florida Building Code Online Page 2 of 2 date Submitted 03/1612015 Date Validated 03/23/2015 Date Pending FOC Approval 03/26/2015 Oat. Approvad 06/23/2015 SRmmary• ol ProEtrts yFl.# Mode4 Number orwma peudptyn ^_-• __ _- I 10¢ 4ta iSwa1CcrtaklTeedAsphaltRedingShtraghs cut-outs), laminated and architectural I fmarTrisbal— Apprmred for we M NVH2: M t ELSCda. as-11 ' S; 03 Frunl a71-CERTA ur -Asphalt Approved for use outsWe HVHZ: Yes f 5h' sg9.Fr ceeAF ea ,wr Impact Resistarib WA Dorton Pressure: WA VpdVkd Oy: Robert Merrbren, PE PE-59166 } 1 Created by Independent Third Party: Yes i I Othan Rater to ER Section 5 for Urr" of the Evaluation Raports Created INbLdSieneMThkd Pamy,_Yes-_.T CAm2la::: - e gym.. TM mn of rl.W. b. wien—Ory.r. r•fY Ga• .. _ •'. Vndx rub bq.m.11.ddma•f an rYeu[ ramp 11ys.asro[.ArAY•Arl•nad ad.— I..— A WtW[-Mqs m.em 01 awl and r. nlWY[m.a m Mk.amx.imb.tl, mnbn b•rmo, 4r pf. dr by U.dmdn.lnaa.ifl..MM..YOY.Wn^41dr•f. afnbn aSa.N7.1M S. •PunwM6a duty MnrmsTn•.m Yf p•wded m C braMm.ltem fpmr•bonLVItM M¢plea•nn Sieve'rem.Y.MaY.s.nWnmN.lfYmm4 wnn ma rrV • p.nedar •m,..., pW.• prvq. m: awnm.Al aa,n .n.d .ddRff Mlm nn a roam •.,wed. m rA• P.ba To debnnbn u wa nips Ycm[» Ynd. rcM1spme.s5, ys., pM.. atn ••" vrae. cerraPd ny,t Aaewa tcnlntr•., ran. i hit( pJAvww.6midabWlding.org/pr/pr app AO.aspx?param-wGEVXQwtDgtahlgO7CSsoycOd20CcpCWxNzsPPRyA%3d July 21.2016 TRINITY! ERD t EXTERIOR RESEARCH & DESIGN, LLC. certificate DlAudwirotion A9503 353 CHRISTIAN STREET, UNIT 913 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertalnTeed Corporation Evaluation Reportport 3532.0 444- R9 8 Moores Road FL544-R8 Malvern, PA 19355 Date of Issuance: 09/22/2D05 SCOPE: Revision 9: 03/06/2015 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 S°1 Edition (2014) Florida Building Code sections noted herein. DEscRiPnoH: CertalnTeed Asphaft Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. 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 by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AovERTIsEMENT: 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 9. Prepared by: p<P,irto.svns%s 7 .TA3`o W1 1M hoanb,wlapFran4 vxue.eieNMRo1n1N,mMqRobertJ.M. Neminen, P.E. ;, r' Flaldo RegistroNon No. 59166, Florida Dc4 ANE3983 i'sFssi i •, rLanOs Ou. cos ar,w,r,..u,nei,e,owM,b,e nl,Jiiiir ••nMwr4w w MmldwrmN4n4n iumN e.w btly CiRnnCATION OF INDEPEROOKE: ' 1. TrWtyjERD does not have, nor does it intend to acquire or will it acquire, a financial Interest In any company manufacturing or distributing products It evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest In any other entity Involved In the approval process of the pmducL S. 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 retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: L SCOPE: ter TRINITYIERD Product Category: Roofing Sub -Category: AsphaltShingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing In accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section n e Standard YM 150725, R905.2.4 Physical Properties ASTM 03462 2009 1507. 2-7.1, R905.2.6.1 wind Resistance ASTM D3161, Class F 2009 3507Z7. 1, R905.2.6.1 Wind Resisance ASTM D7158, CUss H 2O08 3. REFERENCES: Elm E'_"mthhn. Reference 29S UL( TST 17401 ASTM D3161 94NK9632 05/15/1998 UL( TST 1740) ASTM 03161 99NK26506 11/23/1999 ULCM71740) ASTM 03161 03CAM02 05/27/2OD3 UL( TST 1740) ASTM 03161 03CA12702 06/16f= UL fW 1740) ASTM D3161 03NK29847 10/03/2003 UL( TST 1740) AStM D3161 04CAU329 05/24/2004 UL( TST 17401 ASrM D3261 04CA32986 12/03/2004 UL ITST 1740) ASTM D3162 DSNW7049 04/15/20DS UL( T5T1740) ASTM D3162 OSNX16778 05/12/2005 UL( TST 17401 ASTM D3161 OSCA16778 05112/2005 UL( TST 2740) ASTM D3161 05NK148M 05/22f2005 UL( TST 1740) ASTM D3161 OSNK228DO 06/22/2005 UL( TST 1740) ASTM D3462 R684 09/21/2005 UL( TST 1740) ASTM D72M OSNKOBD37 06/2anOO6 UL ( TST 1740) ASTM D3261 & 03462 09CA28873 07/23/7009 UL071740I ASTM 03462 IOCA41303 10/07/2010 UL( TST1740) ASTM D3161 IOCA41303 10/06/2010 ULCYST1740) ASTM D71S8 IOCA41303 10/27/2010 ULM1740) ASTM D3161 & D3462 10CA44960 12/11/2010 UL LLA CYST 9628) ASTM 03161, D3462 9 D7158 13CA32897 11/22/2013 ULLLCM79628) ASTM D3161,03462 TFWLR684 04/22/2014 UL11CUS79628) ASTM D7158 TGAILR684 04/22/2014 UL LLC(QUA 9625) Quaatytomtol Service Confirmation Exp. 07/03/2017 4. PRODUCT DEscRip7m: 4. 1 CT20n', XT" 25, XT" 30 and XP• 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4. 2 Carriage House Shangk•, Centennial Slate"', Grand Manor Shangk•, Landmark"', Landmark"' IR, Landmark" Pro, Landmark- Premium, Landmark"' TL, Landmark' Solari: and Landmark" Solids IR are fiberglass reinforced, laminated asphalt roof shingles. 4. 3 Presidential Shake'", Presidential Shaken' IR and Presidentlal Shake TLn' are fiberglass reinforced, architectural asphalt roof shingles 4. 4 Hatteras"', Highland Slate"' and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roofshingles. 4. 5 Patriot- Is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an Intermittent shadow line with contrasting blend drops for Color definition. 4. 6 Presidential Accessory, Accessory for Hatteras, Shangie Ridge"', Shadow Ridge", Cedar Germ' and Cedar Crest- IR are fiberglass reinforced accessory shingles for hip and ridge Installation. 4. 7 Any of the above listed shingles may be produced in AR (algae resistant) versions. Exfeelm Research and Design, LLC aarAuNwkW- 0= Evaluation Report 3532.09.0S119 R5444- RR Revision 9: 03/06/201S Pa" 2o/9 RINITY J ERD S. LIMRATIONS: 5.1 This Is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.F. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Flre Classi&atlon Is not part of this Evaluation Report: refer to current Approved Roofing Materials Directory for fire ratings of this product SA Wind Classlflcat)on: SAA All shingles noted herein are Classified In accordance with FBC Tables 1507.2.7.1 and R905.2.&I to ASTM 03161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V_, =150 mph (V„ a -194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastk NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified In mamdacturer's application Instnrctions, Indicating the shingles arc acceptable for us In all wind zones up to Va,4 a 150 mph (Va =194 mph). 5.4.3 Classification by ASTM D71S8 applies to exposure category B or and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D715B Indicates the measured uplift resistance (RI) for the CertalnTeed asphalt roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (Fr) at a maximum design wind speed of Vasa - ISO mph (V. - 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet The shingles are Permissible under Code for Installation in these condition using the installation procedures detailed In this Evaluation Report and CertalnTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and FAG Rule 61G20.3. INSTALLATION: 6.1 Roof deck, slope, underiayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle mamrfacturees minimum requirements 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation 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 Installation of asphalt shingles shall comply with the manufacturer's current published Instructions, using minimum four (4) nails per shingle In accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical In 12 units horizontal, use the'Steep Slope' directions 63 CertalnTeed asphalt shingles are acceptable for use In reroof (tear -off) or recover appikadons, subject to the limitations set forth In FBC Section MO and CertainTeed published Installation instructions. Exterior Research and Design, I.I.C. reulsrara e1AVdWb rbn ases EvaWadon Report 3S32.09.OS•R9 FI344MRS R"Won 9:03/06/2015 Pago 3 of 9 6.3.1 920". XT' 25. XTI 30 XT^ 301R• LOW AND STANDARD SLOPE EHGIBH IF ir )_ M51 a--6)OSmm1- i•-t'(SraN & aN 1'(tSmm S3h"(145=4 Srp"Wo n°s T METRIC t"(25nm) `.rmrt 1-(25 ma1'y1 --- -'t-- 1 61A - T Rtsxell•3: Um/owltaW)6rmryjaOsYryA 6.3.1.1 Hip& Ridge: Cut Shingles Stfgk Sdrgk SAuPe fiamr/!•1e ab/bG, rkn him 6r4 awa© my aln4ym gg&A akamsbia aA>trrd. fRINIMERD I STEEP SLOPE Use few 11; ad su pia el mphdlroo0eg amat• I. " WI SkCFO" 11-0- A$Pkdt MILOS Cfaad m UxR AMID45PA Type UH Id. r R, c Appy 1"(25ton)UM COW -at mdap aama 0.' d!fNtA aL L:IaH. fmm' 114•UxJ3mrnalrorlrkqu44larAAstrnmdar AvP*fH aCAMON.' fincul: ase ofroa tgc wea use sidogie 10 Nuts Otsnml t•. : s smtl gvrC W fir. If•2E. ka zaaas armw k"no k1p dat . Note: For ASTM D3161 - Class F, use BASF Sonoiastk NP 1 adhesive or Henkel PL• Polyurethane Hoof & Flashing Sealant, in accordance with manufacturer's Instructions. 6. 3.2 Cardona House Shanale' Centennial State- and Grand Manor Sh ill LOW AND STEEP SLOPE STANDARD SLOPE 1'sa-...W aid Uxsr.gau nfasploh smfmF «mem 6r Ise fire lads foraeq rid Ste. SIR Glad 1ea«aAkvlJa. t'. We uW ad th-"ofasphak mo* rnsm form 64 C-A Ib- Sx. .d CA-111 Ra , Vidy-ph* --* asstw I' (25 tom) Gam oyteaf Aw*. hart 17-S)..tyAah fm&g aemsm mM10gAFTN D15861)pr II j_ I -Mara "1 fna31 bm yasL r ? I+ sw4 me4r ps 1• H • r( pw17•F1x,Atrrare„ra7h,adud trmar5 sss m0 f- Bur forageNmwSNgpY, walstrxefJJ4N• 114m11: pNimd D5i° bt aawH cmem tor lT-i' ukaleL.d/ra (.MWMaaerSAara4roaNrtpJyes mrartnr MaradlAw blf 4feM6ia mp/I4t A•axN Exnxlor R--h and Design, I.I.C. Or er-te JA0hw1=tbn Maz Ev2kudbn Report 3532.09.05419 FLS444• Rg Revblon 9:03/O6/2013 Page 4 of 9 63.2.1 Hip& Ridge: Shanglee Ridge lr U-1— f7gme 17.1&S'Ean#ea Ridge. J TRINITY:ERD ts, Exposure Remove tape from the right side j g SSEECOD Fasten the ram left side gsr8. RIGHT FIRST / LEFT F4vm 17.19, Insid/lcllon ofSbanglem Rl*esbinglas on hips and don Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLa Polyurethane Roof & Flashing Sealant in accordance with manufacturer's Instructions. 6.3.3 landmark" Landmark- IR Landmark" Pro (formerly Landmark" Plus). La dmwk Premium Landmark TL. Landmark^' Solaris. Landmark"' eolari< 10• LOW AND STANDARD SLOPE tANDOM It METRIEaMENSNINS IPK Ir 1341 F--i3uw0-- •tm rtm)----PU mml Ir 14tA- IT F--I'p5 wet 1-(25-)-- A. I^f303 nasl_ -_D75 nn11j--__13DSmm1_•I 6 _ _ _ _ - 1'A' NLbhbr Ftay.ls.f ra•,6.r nHwnlµau'N STEEP SLOPE IANDMMN In 1Se iueaib and leaf spasof.upirdl-ding maeat 1afrrc0•ru0 badamM shkglr. Sm Mon•. Asphsh roofing cra ,kuuM men W1na1 t Is-'e mp tstsm,) AIMI 06586 7ir IL apply• 1' spas of uphok mooing cemm weir exh corner and m= lr to 13' in fmin each Mgr 117,M 1 1 1P.•mF METRIC DIMENSIONS z - 1 w-. 1 GNTS rvy 3/5 w) 305 mrnl low lFt tararesUN I ira i-Egmnl- i mMdfAd4mnaes a4l<An Nalkml 16,110-1 on I' ---- 25 mri RaaW1q Cewea Exterior Research and Desgn, tLC. Evaluation Report 3532.09.OS419 cdjkote r/audoasdrr "sio FL594a-Re R-Islon 9: 03/06/2015 Page 5 019 63.3.1 Hip & Ridge, Option 1: Shadow Ridge- r VY1;R • FlgwDl3.14 sbaCwDBt emaeuryraingsdeimbauJjfimm M"Pkw canf b nw6r72kldhw,.(appkvar. 1r ISdnni psOmm) -! r• NMI. adueq Ir13DSrn1) Mdtl1b W a1'wnedm 1 WTpEdped%,Pmssm r C+DbrS'n35nm0Egmcf 0 t_ EagBrh DWeaskla sn TRINITY IRD tla TaD Edp dtla Pmbw T5, CpbrSSA'(Himm)Ggaas ( L MabkDIMM1 a Figav l3-10 (aelrya{Lnoa•A•f m onanfMakf en eiprm,d nAtm, and b bah dr fermi mpmm Note: For ASTM 03161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLa Polyurethane Roof & Flashing Sealant in accordance mth manufacturer's instructions 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest', Cedar Crest- IR Use two fasteners per shngle. For the starter shingle, place fastener 1-inch from each side edge and about 2-Inch up from the starter shingle's exposed bun edge. For each full Cedar Crest shingle, place fasteners 8.5/&inch up from Its exposed butt edge and 1-Inch from each side edge. Exterior Research and Design, LLC eor//laer qf-& Uffdnafse3 Evaluation Report 3532M.05-M FLSCai-g8 RCVIr10r19: 03/06/2015 Page 6 of 9 TTSR' IN"IERD Note: For ASTM D3161- Class F, use BASF Sonotastic NP 1 adhesive or Henkel PLa Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay On the top piece and extending approximately 4-Inch along the sides of the headlap along a line X to 1-inch from each side of the shingle's headlap. immediately align and apply the overlying shingle, gently pressing tab sides Into the adhesive, and install nails. To secure the other side, apply a 1-Inch diameter spot of NP 1 or PL adhesive between the shingle layers p'anmi 1f1 tts'.ni saep'°wdeaa'°..ns urn erase psiw0 6.3A presidential Shake"' presidential hake"IR Presidential Shake TM LOW AND SLWDARD SLOP& SHIP MM Imww.d aziA.4 slopes,-5..11.1.-h Lail Pnakaual F-$1-P 4%me awe -Osbrexk MPuvdM'W Ok*.A sb aa rYam bd... 414y t' Nrono sp.*d.#A,m ft—tlad rack ei4yeu0. ax,ytyy,a 4P—,-i help oD eamsm .b,"— 0. aofVA6 Lack "04mhv 1ewrTbri p01amm) T mMUSrrrow t".r-ditOd. ewaae4 IM_ I tvr m.l t<IH' NOTE: AppIt nrin oa piloted gaMaw.. 1 rare I" FWmaymnJNnwlmlehv!lmwf anrin I•ekmrl,r eat.4l iedwr sallwt aN.Akr m w. odwafav rkp,s nFw /srNaneago"." WneGdr.wl M Ss k seUadem uaD HPa• 63A.1 Hip & Ridge, option 1: Presidential Accessory PRESIDENTIAL ACCESSORY PresldenLLN accessory shingles can be used for covering hips and ridges. Apply shingles up to 0te ridge (expose no more than 7' from the bottom edge of the "tooth:' Fasten each accessory wilh two fas- teners. The 11weaers must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck PresldentU nrcesiory comes In two dlBerent sDs Accessoryproduced In Birmingham, AL Is 12' x 12 ; Portland, OR produces 974' x 131/4' accessory. Note: For ASTM D3161- Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLa Polyurethane Roof & Flashing Sealant In accordance with manufacturers Instructions. 6.3.4.2 HIP & Ridge, Option 2: Refer to Instnutlons herein for Cedar Crest-, Cedar Crest' IR hip and ridge shingles. Ed.dor Re rch.rW Design, U.C. t VIA u.1aA.tl.n M0 Evaluation Report 3532A9.05-R9 FL5444-RB Raviston9:03106/2015 page 7 of 9 6.35 Hatteras—: t0P( STANDARD AND STRIP SLOM 1wn1 fro1 pmriN fro11 t' I- 9]8' 1 Jfaw /Jr! rM lNR,rw JNghr m fmwraavay e rw n. w aa Aw aavA as aa• wu kr rak ka nW rot d osk' m Sean r9ae 63.5.1 Hip & Ridge, Option 1: Accessory for Hatteras i 1 2 3 Figure 15-I1:181Aree-pkee wfitsafgiamfe to nw& 54114lknvAaeuo7sh1fi2& s S'- J TRINITY ERD r4..,• -9, 9... a. a.ml --i P I. TIM . sss• aamsaunea Iawlr• r ,.ves.a w.. naa. w s.P unv rw e,rP mp, ee br aiN me eW+ rpga d aP r1 a.wk 4a Nam SMjen Swnrw:,w}r Uf W dlmnrc Nm d,adgrn.er l.ut>I a/t160rna an¢ad, aaA..+hw . ne. J„4I.w. We m.n Gpr xn: re. rarl,adq n eu sr rvm 4aryb tl M.H Note: For ASTM 03161- Class F. use BASF Sonolastic NP 1 adhesive or Henkel PLa Polyurethane Roof & Flashing Sealant in accordance with manufacturers instructions. 6.35.2 Hip & Ridge, Option 2: Cut Hatteras Shingles 230 I 4151) 03Min Shinggi 460 m0Mm) v "• Sh( nptoShCingle SNnple APM 15.24 Wlidieruslaik. 1.maluewrno Fig-15-21, Nuradadan 4i nV9ahnif hips andddgus Note: For ASTM D3161- Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLa Polyurethane Roof & Flashing Sealant In accordance with manufacturers instructions. Exterior R6 Ch and Design, I.I.C. MN/ kafe-MOWWOM agJW Evaluation Reped 3532.09.OS•R9 FL5444- RB Ravidon9. 03/06/2o15 P. B.8 of 9 TRINH Y! ERD 6.3.6 Highland Slate-, Hlehland Slater' IR: LOW AND STANDARD SLOP! MEP SLOM Wr~ m.s use FM "I' and lumn'spnb d 29hallrmug ttmrar W m'h lap Hlgllbw 9aealqlieY. Far Aftwftle, SIC aNls an, r,qW,,& r ApP¢i'dRmt1er 51gYdaglAah maRllAftaital andr tech bb m` n..l+ canac Aq hallrotMgcemm(mttaog,lttAf OASa6lryepY wgydgd. T- -- - rat•—• - •:,'i eBl w pn xmna •plr Wra T fame N•S•C.MF1Wh l lmre 1 faint I F tic Lbe qi8 auW mW ea01 apvla p mpWl ao `cvau8lgwnert6la7[wn•! CSVt10Y: E¢esht art a(mog ttmtel can tease ahlggles n Wlsler. 6.3.6.1 Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest-, Cedar Crest- IR or Shangle Ridge- hip and ridge shingles. 6.3.7 Patrlot-: LOW AND STANDARD SLOPE STOP SIM t4c MITnaiLt for eltn full shingly lucalcd a akaan hcl,, Ir FnI R nails mad hxlr spews of aPUI—frog Rm 1for—lull shl.*-as A.— brk".,&'Phall ruwwg -I 'InxWAI INip, Alt 1l Y.agpalul,lpPh i'Itt,mn)>laws ufa:pludl m,pnw 5s4•a d as alums IL —' IbRI r l ievr CAMOV.-FveRise use,4 rn&, nnlawl a an cline,I..9k uu Nbnrr P,;;,I 1 I- y ` ` t 'f 1mow.+ w„--•_-__ .mRr-, iw,sm i. xrm r RrM tin paq 8 ti Hip & Ridge: Refer to instructions herein for Cedar Crest-, Cedar Crest- IR, Shadow Ridge"' or Shangle Ridge- hipandridgeshingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of 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 / R905.2,61. 8. BUILDING PERMrT ltE wmmgmrs: As required by the Building Official or Authority Hating Jurisdiction In order to properly evaluate the Installation of this product. 9. MANUFACTURING PLANTS: Contact the named CA entity for klformatlon on which plants produce products owered by Florida Rule 61G20.3 CIA requirements. 10. QUAuTYA9suRANcE ENTm: UL LI.C—QUA9625; (414) 248-6409; karen.buchmanntaus.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLr_ Evaluation Report 3532.09.0S-R9 CmrNk—.tAusnwlmdag a85a3 F15444R8 Ravblon 9: 03/06/2015 paga 9 of 9 Florida Building Cade CAIre Page 1 d2 1 rim f)OtId10E)Jd187M11(d ass Nam. i tAg M I u_ RsaWm%m 1 H¢Tapb I S.bm %' hue sws e r- PuWk O: I FeC SWf I BDS SRe MP I leis I S—n Busines 41 Profess, t nai Product Approval DSaPIA14Lk YdeJYTdiSn:s lt,laI,f WARr egulation wn,>w+.e «A«1Narkn se.,rY>AMimdnn tirt>Apptimtkn o.Oa FL a F 5259•R24 Application Type Revision Code Version 2014 Application Status Approved Approved by OBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV SNOB 570) 384-1230 Ext 242 akimopolyglass.com Authorized Signature James Akins aki sopolyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 602) 363-7139 stevewopolyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 OakrIdge Road Humboldt Industrial Pkwy Hazleton, PA 18201 WO) 894,4563 Jaklnsopol yglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Ucereed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert NLeminen the Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/01/2017 Validated By John W. Knezevlch, PE Validation Checklist - Hardoopy Received Certificate of independence Referenced Standard and Year (of Standard) Yea[ ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 20DO IAvww.BoridaWiding.agnpr/prapp_dig.asp(?Peram-vtG AQwoWbSgAap3Crk2vS%2feg00pH82Cu7FMNnIfddOHd29%2fA%3d%3d November 07. 2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FHC Approval Date Approved Summaryof Products ASTM G154 2006 ASTM GI55 2005 FM 4474 2004 FRSA/ TRI April 2012 2012 TAS 103 1995 Method 1 Option D 07/ 22/2015 08/ 07/2015 08/ 15/2035 10/ 16/2015 Page2of2 FLO Med4 T.bar or Nama Description 5259. 1 Polyglass Rod Roofing undedaymems Unde% ymente Umits of use Instagatbn Instructions R5259 R74 N 2015 07 FINAI ER POtYQASS UNOFRIAYMENTS FIS759• ApprovedforWeInHVHZ-. NO B24, IML ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other. 1.) The design pressure in this Evaluation Reports spoliation relates to one particular g24, pQ[ underlaymentsystem (over concrete deck) for use under foam -on the systems (where the Created by Independent Third Party: Yes underayment forms part of the load -path). Refer to ER Section 5.6.4 for o(her systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. c' N4,1 fA[ td6.18:: Iwo Nartn Naam. st.ad. 7>ma@. rt sv44 Fhare: aswar-ru4 llv Slate d nmm ¢ ea AAIM a 0W- faxrlaa >mr-xlx :: prlwev enr .. .. - - UM« nadm I.w, .med.dd¢tau.n pdxk r.ta,m. v Yea m rot w.R yt4. rmaY sa0ma,dgsM m re.Wma4 ro a P-bn-dimes:pu«r. m w mtl dwnm meth b tld. eanw. Imtesd, mda¢ Na'ff-by phaha «by tr4atlanal maa. v ya: hrva arty S,aetlde, pi.— mma¢ VA.I •nxaue:e ro seoran 455. 275(1), FIM44 Statl[n, dfensw October 1. 2a12. an— ke—d rode ChOW 455. FS. mist pwim do Del s"m with a a. ed&rc If they hew pe, m71r amYW piwided mry 1>e road f« emNl mnmuNneeen wIN the I:¢mee. Hewevv emW ua Puw n-`d. if yea m rot rdah ro swpy . l eddrm, obese preMda tm Deperemea with an rmw .deae nitdh op W m.m.x bl, ro tie PWIIo T. dd.rmiae 11 yea e.. Ikam.. ocher Dapur 455, F.s., Ideta d bm. Red, st AHs,ex.r Acc.Ptel 99 R a< nre tttpJMv. 8akikdltirg.agrprlprappdosspa7paanmwGEVXQw OgvbSgAaZp3Crk2v5%2f IpH82Cu7FMNnkJdOHoRMM%3d%3d November02,2015 J TRINITY i ERD EXTERIOR RESEARCH & DESIGN, U-C. Certijicate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, Cr 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R20 150 Lyon Drive FL5259-R24 Fernley, NV 98408 Date of Issuance: 02/24/2009 Revision 20: 07/22/2015 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 5d' Edition (2014) Florida Building Code sections noted herein. DEscitiPTioN: Polyglass 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 I 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 "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 12. Prepared by: rN MV•S:JtM-a9fef i .s z ) 4 The facsimile seal appearing was authodzed by Robert Nieminen, i '• svres or, •r : F•'t_a;q* P.E. on 07/22/2015. This does not serve as an electronically Robertl.M.Nieminen,P.E. a signed doament.Signed, stated hardwpleshwebecn Florida Reglstratlon No. 59166, Florida DCA ANE1983 s uoua o`. trarumitted 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 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. S. 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. If i Q TRINITY ; ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance Is subject lathe Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prooertv Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM GI55 2005 1507.2.3, 1S073.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006 1507.8.3, 1507.9.3 1507.2.4, 1507.2.9.2, 1507.5.3, 1507.7.3 Physical Properties ASTM D1970 2009 1507AL2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM 06222 2008 15073.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TA5103 MS 3. REFERENCES: Entity Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 02/12/2000 PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-0o5-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 Pill (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-01B-112-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2DD5 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035.02-01 09/29/2o06 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI(TST 5878) Physics Properties PUSA-061-02-02 o1n8/2OD8 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA4)83-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 Min (TST 2508) Physical Properties JX20H7A 04/01/2008 Mn (TST 2508) Physical Properties RXI4EBA 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99.1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2D01 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 OI/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2D08 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2OD9 ERD (TST 6049) Wind Uplift P30540.11.091R1 11/30/2OD9 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09.3 11/30/2009 EROM6D49) Physical Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370.03.11 03/02/20U Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R20 Certl/fore a/AVfhorfrcrlon 1M503 FLS259-R24 Revision 20: 07/22/2015 Page 2 of 12 C TRINITYIERD Entity Examination Reference Date ERD (TST 6049) Physical Properties P33370.04.31 D4/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12.2 08/07/2012 ERD M 6049) Physical Properties C41420.09.123 09/11/2022 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(M 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(W 6049) Wind Uplift 11757.04.01-1-R3 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2023 ERD ff5T 6049) Wind Uplift P11751.05.03-R1 11/26/2013 ERD OW 6049) Wind Uplift P1178L11.03-R3 11/26/2013 ERD(TST 60491 Physical Properties P4527005.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14.1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14.3 09/08/2014 ERD (TSr 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.24-6 09/08/2014 ERD(TSr6049) Physical Properties P46520.10.14 10/03/2014 ERD (TST 6049) Physical Properties P44360.10,14 20/07/2014 ERD (TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD (TSr 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD (TST 6049) Wind Uplift PLYG-SC8905.15 07/22/2015 ICC-ES(EVL 2396) I3CCompllance ESR-1697 11/01/2014 Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mute-Hlde Cross Ltg 03/02/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, U.C. (QUA9625) Quality Control Service Confirmation, R14571 Exp. 08/09/2015 UL, U.C. (QUA9525) QualityControl Service Confirmation, MTS PLUS Exp.07/01/2017 4. PRODUCr DESCRIPTION: 4. 1 Mechanically FastenedUnderlavments: 4. 1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4. 1.2 Elastobase P Is a polyester-relnforced, SBS modified bitumen base sheet. 4. 2 Setf-Adherine Undedavments: 4. 2.1 Polystick MTS Is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4. 2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly -film surface; meetsTAS 103. 4. 2.3 Polystick IR-Xe Is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4. 2.4 Polystick TU Plus Is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4. 2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4. 2.6 Polystick TU Max is a nominal 60-mll thick rubberized asphalt waterproofing membrane with a 190 g/mz polyester fabric surface; meets ASTM D1970 and TAS 103. Exterior Research and Design, U.C. Cerd/ fcate ofAuthortrotlon #9503 Evaluation Report P12060.02.09-1120 FL5259- R2A Revision 20: 07/22/201S Page 3 of 12 J1 I KINITY ERD 41. 7 Polyfiex SAP, Polyfiex SAP Fit, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. 4. 2.8 Polystick Dual Pro`" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4. 2.9 Polystick The Pro' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4. 3 Mechanically Fastened and/or BondedUnderlayments: 4. 3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. 4. 3.2 Polyfiex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. S. LIMRATIONS: 5. 1 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 retained specifically for that purpose. 5. 2 This Evaluation Report is not for use in the HVHZ. 5. 3 Fire Classification Is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory for fire ratings of this product. 5. 4 Polyglass 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 ANJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5. 5 Allowable Roof Covers: TAKE 1: RcoF Cavrx OpTum Undedaynsesst AsphaltShingles Nall -On The Foam-onve Metal Wow k. & slate Yes Yes Elastobase Yes lbw us.,u,sroh R".utalntlh Yes Yes Yes mm Yes Yes ElaslobaseP Yes buelryxN 2y11 Nneur+d. t-ry Yes Yes Yes m+em wA.e Polystick Mrs Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Potystick lR- Xe Y. No No No Yes Yes Polystick TUP Yes Yes s Yes No Yes Yes Polystick TU Plus Yes Yes seasgs.1 Yes Yes Yes Polystick TU Max No Yes Yes see ss SA Yes No No Poiysdck Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes Yes Yes Sees sElastoflex56 G Yes Yes Yes see s. i No Yes Yes Elastoflex 56 G FR Yes Yes Na No Yes Yes P.W. G Yes Yes Se Yes No Yes Yes PoWPUGFR Yes Yes No No Yes Yes Polygex SAP or SAP FR Yes Yes see SS. i No Yes Yes Mule -Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes or .APP Ca Sheet (FR) smss.s Exterior Research and Design, U.C. Cerdfkere ofAuthohlrodon # 9503 Evaluation Report P12060.02.094120 FL5259-R24 Revision 20: 07/22/ZD1S Page 4 of 12 J TRINITY;ERD 5.5.1 "Foam -On Tile" Is limited to use of the following Approved file adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 3M'" 2-Component Roof T(le Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Potystkk TU Max, Elastoflex 56 G, Polynex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro. 3M"' Foam Roof Tile Adhesive RTA-1(FL6276): Polystick TU P, Polystick TU Pius, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro Dow TlleBond (FL717): Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Convenience Products' Touch 'n Seal Storm Band Roof Tile Adhesive (FL34506): Polystick TU Plus, Polystick TU Max 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet FR) self -adhered to: D New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels designed and Installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSS sheathing. New or existing plywood or OSS sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: D ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: D ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP Fit, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: D ASTM C1289, Type 11, Class 1 polyisocyanurate or Type V polylsocyanurate-composite Insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex S6 G or S6 G FR In hot asphalt to: D Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or G FR torch -applied to: D ASTM D41 primed structural concrete; Dens Deck Prime or 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 the systems, Insulation attachment shall be designed by a qualified design professional and Installed based on testing of the insulation/underlayment system In accordance with FBC Section 1504.3.1. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R20 Certljkcre ofAuthorhatim a9503 F15259-1124 Revision 20:07/22/2015 Page 5 of 12 l TRINITY ! ERD 5.6.3 Bond to Mechanically Attached Base Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: D ASTM D225, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex S6 G or S6 G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Polyflex G or G FR torch -applied to: D Elastobase; Elastobase P or Mule -Hide Nall Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For Installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. 5.6.4 Wind Resistance for Underlayment Systems In Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on Tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used In foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSAjrRI April 2012 (G4- 12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum Design Pressure=-90 as Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Potystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.2 Maximum Design Pressure=-135 osf. Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Primer. (Optional) PG100 or ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SAN over all plywood Joints. Base Ply: tystk (Optional) Pok MTS PLUS, seif-adhered Underlayment: Potystick TU P, Polystick TU Plus, Polystkk TU Max, Poiyflex SAP, Polynex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.3 Maximum Design Pressure =-315 as Deck Structural concrete to meet project requirements to satisfaction of AHJ. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Pius, Polystick TU Max, Tile Pro, Polynex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.4 Maximum Design Pressure - -6225 osf. Deck: Structural concrete to meet project requirements to satisfaction of AM. Primer: PG100or ASTMD42 Underlayment Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5. 6.4.5 Maximum Design Pressure --30.0 osf'. Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of AM. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-Inch long x 1-Inch head diameter round metal cap nails Spacing: 6-Inch o.c. at the 3-Inch wide side laps and 6-Inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule - Hide SA-APP Cap Sheet (FR), self -adhered. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-1120 eertipcute al Audwr4atlon #9503 FL5259- RZ4 Revision 20: 07/22/2015 Page 6 of 12 QFTRR,iINITYIERD 5.6.4.6 Maximum Design Pressure =-37.5 DsN. Deck: MIn.15/32-Inch plywood to meet project requirements to satisfaction of AHl. Base Sheet Elastobase or Mule -Hide Nall Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-Inch o.c. at the 3-Inch wide side laps and 64nch o.c. at two (2) equally spaced staggered center rows. Base W. Optional) Polystick MTS PLUS, self -adhered Underlayment Polystick TU P, Polystkk TU Plus, Polystick TU Max, Polyfex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. S.6.4.7 Maximum Design Pressure=-37.5 osf•. Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of AHI. Base Sheet: One (2) or two (2) layers ASTM 0226, Type II felt Fasteners: 11 ga. x 1.25-Inch long x 1-Inch head diameter round metal cap nails Spacing: 6-Inch o.c. at the 3-inch wide side laps and 12-Inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt. 5.6.4.8 Maximum Design Pressure --45 Psf Deck: MIn.19/32-Inch plywood to meet project requirements to satisfaction of AHl. Base Sheet, One (1) layer ASTM D226, Type II felt Fasteners: SS ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps Spacing: 4-Inch o.c, at the 2-Inch wide side laps and 4-Inch o.c. at two (2) equally spaced staggered center rows. Base Ply: Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP Fit, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered m Elastoflex S6 G, applied In full mopping of hot asphalt 5.6.4.9 Maximum Design Pressure --45 psf'. Deck: Min. 19/324nch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Two (2) layers ASTM D226, Type 11 felt Fasteners: 11 ga. x1.25-Inch long x3/2-arch head diameter annular ring shank roofing nails at 1-5/8-Inch dlametertlncaps Spacing: 94nch o.c. at the 2-Inch wide side laps and 9-Inch o.c. at two (2) equally spaced staggered center rows. Base Ply: Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystkk TU Plus, Polystick TU Max, PoWlex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), setf-adhered or Elastollex S6 G, applied In full mopping of hot asphalt. 5.6.4.10 Maximum Design Pressure --45 osf. Deck: Min. 15/324nch plywood to meet project requirements to satisfaction of AHI. Base Sheet: Elastobase (sanded top surface for hotasphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Slmplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-Inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Underlayment Elastoflex S6 G, applied in full mopping of hot asphalt or Pow" G, torrhappiied. 5.6.4.11 Maximum Design Pressure=-52.5 osf. Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Sknplex MAXX'Cap Fasteners Spacing: 9-Inch o.c. at the 2-inch wide side laps and 12-Inch o.c. at two (2) equally spaced staggered center rows. Underlayment Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.12 Maximum Design Pressure=-52.5 psi. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHI. Base Sheet Elastobase or Mule -Hide Nall Base (poly -film top surface) Fasteners: Simplex Original Cap Nails Spacing; 6-Inch o.c at the 3-Inch wide side laps and 6-Inch o.c. at four (4) equally spaced staggered center rows. Base Ply: Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystkk TU Plus, Polystkk TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. Exterior Research and Design, LLC CertYkate ofauthorirauan 0503 Evaluation Report P12060.02.09-R20 FL5259-R24 Revision 2M 07/22/2015 Page 7 of 12 TTRINITYIERD 5.6.4.13 Maximum Design Pressure--52.5 psf. Deck: Min. 15/324nch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-Inch o.c. at the 34nch wide side laps and 6-Inch o.c at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.14 Maximum Design Pressure=-60 Dsf. Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch-applfed cap or poly -film surface for torch -applied cap) Fasteners: 11 ga. x 1.25-Inch long x 3/8-lath head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin raps Spacing: 8-inch o.c. at the 4-Inch wide side laps and 84nch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.6A.15 Maximum Design Pressure=-60 osf. Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly-flim surface for torch -applied cap) Fasteners: OMG 412 Standard Roofgdp with OMG Flat Bottom Metal Plates Spacing: 124nch o.c. at the 4-Inch wide side laps and 12-Inch o.c. at two (2) equally spaced staggered center rows. Underlayment- Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.16 Maximum Design Pressure =-90 osf. Deck: Min. 15/324nch plywood to meet project requirements to satisfaction of AHJ. Base Sheet Elastobase (sanded top surface for hot -asphalt or torch -applied rap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap fasteners Spacing: 6-Inch o.c. at the 2-Inch wide side laps and 6-Inch o.c, at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.17 Maximum Design Pressure=-90 osf. Deck: MIn.15/32-inch plywood to meet project requirements to satisfaction ofAHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG 812 Standard Roofgrip or OMG 014 Heavy Duty with OMG 3' Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-Inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.18 Maximum Design Pressure--90 Dsf. Deck Min. 15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast R32 DP or Trufast 814 HD with Trufast 3" Metal Insulation Plates Spacing: 6-Inch o.c. at the 4-Inch wide side laps and 6-inch o.c, at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt 5.6.4.19 Maximum Design Pressure=-97.5 osf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHI. Base Sheet: Elastobase or Mule -Hide Nall Base(poly-film top surface) Fasteners: 11 ga, x 1.2S4nch x 3/84nch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-(nch o.c. at the 44ach wide side laps and 44nch o.c at four (4) equally spaced staggered center rows. Base Ply: Optional) Polysdd MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Pius, Polystkk TU Max, Polyfex SAP, Polyflex SAP Fit, Mule -Hide SA-APP Cap Sheet and Mule-HWe SA-APP Cap Sheet (FR), self -adhered. 5.6.4.20 Maximum Design Pressure =-105 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet Elastobase (sanded top surface for hot -asphalt or torchapplled cap or poly-fllm surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-Inch wide side laps and 6-Inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, U.C. roan. ofAurhorkadon 09503 Evaluation Report P12060.02.0947.0 FLS259-R24 Revision 20: 07/22/201S Page 8 of 12 TRINITY ( ERD 5.6.4.21 Maximum Design Pressure=-112.5 osf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 125-Inch x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin ups Spacing: 6-inch o.c. at the 44nch wide side laps and 6-Inch o.c. at four (4) equally spaced staggered center rows. Primer: PGSOO or ASTM D41 primer at all tin -caps Base Ply: Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystkk TU Plus, Polystick TU Max, Polyflex SAP, Polyflox SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.22 Maximum Design Pressure=-120 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied up) Fasteners: OMG #12 Standard Roofgdp or OMG M14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: Finch o.c. at the 4-Inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4 23 Maximum Design Pressure--120 osf. Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of An Base Sheet: Elastobase (sanded top surface) Fasteners: Tmfast#12 DP or Tmfast#14 HD with Trufast 3" Metal Insulation Plates Spacing: 6 inch o.c. at the 4-Inch wide side laps and 6-Inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.24 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of AS psf. 5.6.4.25 For mechanically attached base sheet in a 2-ply system, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609, 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 RA.S 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.7 Exposure Umitations: Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe shall not be left exposed for longer than 90-days after Installation. Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180- days after Installation. Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering Is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), In which case the maximum exposure Is 180 days. J TRINITY I ERD 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published Installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 63 Elastobase, Elastobase P or Mute -Hide Nall Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment In FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile Applications: Reference Is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex 56 G or S6 G FR In hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. A PolystIck MTS aATS PLUS IR Xe TU P TU Plus TU Max Poyflex SAP or SAP FR Mule-Hhle SA-APP Cap Sheet or SA- APP Cap Sheet (FR). Dual Pro or Tile Pro: 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment In FBC Sections 1507 for the type of prepared roof covering to he Installed. 6.4.2 Direct-to-Oeckwith Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane Is to cover the area being back -nailed All seaNap seams (selvage laps) must be •.,- " (; ,4 firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. 'Eh - t •t+ For Dual Pro and Tile Pro, align the edge of.,,5. the top sheet to the end of the glue pattern the sheet will overlap the fabric). View of Ovelap Seam of Dual Pro and TRe Pro All over -fabric and over -granule end -laps shall have a 6-Inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R20 Exterior Research and Design, U.C. Evaluation Report P32060.02.09-1120 CeNj7axe ofAuttW&.t1-09503 FL5259-R24 Certiftate cfAuNor4atfon#9501 FL52594R24 Revision 20:07/22/2015 Revision 20: 07/22/2015 Page 9 of 12 Page 10 of 12 r` 0 JTRINITY:ERD Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled In place over the repair area. Patch laps, if needed, shall be Installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 4D-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications (not allowed for Polystick lR-Xe): Reference Is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system, consisting of base sheet and self -adhering top sheet(s), base sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. For nail -on the systems over Polystick MTS PLUS: D Battens are required for loading/staging of lugged tile regardless of slope. D Battens are required for loading/staging of Flat tile at slopes In excess of S:12. 6.4.4 Two f21 Ply Underlavment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, TilePro or Polynex SAP Is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but Is allowable if a 2-ply underlayment system Is desired. Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, TilePro or Polynex SAP Is allowable for use under foam -on tile systems. Limits of use are those associated with the top -layer material. This Is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.55 Elastoflex S6 G or S6 G FR; 6.5.1 Elastoflex S6 G or S6 G FR shall be Installed In compliance with current Polyglass published installation requirements. For use In tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-Inch and end -laps minimum 6-Inch wide, off -set 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 PoWex G or G FR: 6.6.1 Polynex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use In tile applications, reference Is made FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.6.2 Polynex G or G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3- Inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and Inspected to ensure minimum 3/8-Inch Row of modified compound beyond the lap edge. 61 TheSta¢in¢: 6.7.1 Tile shall be loaded and staged In a manner that prevents the slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1120 Cer*7ca a oJAutharkation 69503 FLS259-R24 Revision 20: 07/22/2015 Page 11 of 12 TRINITY ( ERD 6.7.4 For nail -on tile systems over Polystick MTS PLUS: D Battens are required for loading/staging of lugged tile regardless of slope. D Battens are required for loading/staging of fiat tile at slopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-elght 48) hours. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contact the noted QA agency for Information on product locations covered for F.A.C. Rule 61G2D3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) S78-3406; k.chancellor@us.ul.com Exterior Research and Design, U.C. eert*ate gfAudx dwtlon N9M END OF EVALUATION REPORT - Evaluation Report P12060.02.09-R20 FL5259-R24 Revision 20: 07/22/201S Page 12 of 12 y HOlida t1ullHsing BOOB ONIne Page 1 of 2 J!•,', Jmt' acts N.ma Lag to `userawauan•n Nee ray¢ Busines L svkmu sv,auga —a— eakx¢rmna eaesun aetssl m.p tax." sa,tk Profess! ' nil twat i•-'•'y"'"' > •NrJ1^ pdcab.lL3>•ppauDaa oxaa @¢ E ai3ilC!i FL5444-RB Alpacationn Type PAVWM Code Version 2014 Application Status Approved Comments Archived Product Manufact mr AddreWjPh.WErrad Authortied Slgllmm Technical Representative Address/PhorWEmaa Quality Assurance Representative Addres•,/PhoWEnaa Category Subcategory ConpWrnce Method CenalnTeed Corporation -Roofing IB Moores Road Malvern, PA 193S5 610) 651.5847 d,hamer V Writ-gobaln.com Mark Hamer Inar ictimamer®saant-gobeb.com Mark 0. Hamer 18 Morro Road MaNerrr, PA 19355 610) 651-SB47 MadLO.Hamer®saint-gobs b.cem Roorbg What Shingles EvaWatbn Rapnn from a Florida Regmered Architect m a licensed Fledge Professional Engineer EvAW10n Regan - 1lardcoPY Recehred R0,118 Engineer or Architect flarre who developed the fbben mermen ev.batbn Peport Florlda License PE-59166 QaaatY` Assuance Entit LL LLC QuakY ASSwance Catmt Etpkatbn Dote 07/03/2017 Validated By John W. bx]evth, PE Validation Checklist - Hadcopy Pecelved Cem!(tate of independence Referenced Standard and Year (or Standard) Standi ASTM 03161, Class F ASTM 03462 ASTM 1YJ158, CIMS M Ed "I'lence of Product Standards Cengled by Sections from the Code Product ApWoval Method Method 1 Option D httpJNAvw.fbddabuilding.org/pr/pr appdU,aspx7param=WGEVXChvtOgtah1 907CSSoycOrl28CcpClJxNzsPPRyA%3d 2009 2009 2008 July 21, 2015 FWlda Building Code Online Date SubrrItted ON16/2015 Data VeWed 03/Z3/2o15 Date Pending FDC Approval 03/26/2WS Date Approved 06123/2015 1 Page 2 of 2 Srmtmary of Products FL* Nodal, Number rx Name r. Dascdptlon _—_'___ ... •— r• SWA I CettatnTeed Asphat Roofng Shingles 3-tab, 4-tab, stem (no -cm -outs), WrfMMed and mcMtectuml I esplrat roof shaiples Lkntts Usaof Approved tar the In HVHZ No Inadllat n Ir3suructkns I1rnuer'0.503 cle^t E CFa•nr.¢crn APPMVed for use outside HVH2: Yes i Impact l sbtant: NIA enJnglen11 eeae 00 „nr„r trVerifiedBy: Robert Men**., PE PE-59166 i Design Fnbaure: NIA I Ceated by Independent Third Pent: Yes Gdmn llefer to ER Section 5 nor LMRs of Use Evahratiw! "pm Qeeted by IMePe_rM-knf 11 Pant:Yas.._._..._..__._1 co n fituaaJlS r -•4 TM eata.1mm.NanWood a mpbyer.lyyela•am-,.an,aa une•l ftedea l•w.m•a ae9Ma...x WNL temm.. Il—e•not Mppuwr rod... ml•.f•ewrUppM.Na W.Yamoma maum.ee Mi..neCmNrm+ab Nk •nuty.imwd, lant•a lM enha Wpnu ray 4•Nbn•I maa.illou Maw any eu•aMM. Wau mna¢/Sa N]t]S5.•W¢uam rp 5•¢xn "!l.3rS(il, Wdaa rilutu. •aearr.O¢aaer i. 3al], Ntan•a•T .raMM tme•r Ch•M•r •!!, l3. must OmNe• pa daD.mvM t1n as .m•a.edhar a N•Y My one. me •mind pravaee may M uf.d fey amkNl mmmunolbn W N. A¢p.ee. no>ewr em.a •eenve> •m pu•Ne mmM. if yea do trot Mfn m uppk•p.¢epal•ee¢aa,FWa•pmaW tlq awNnant rCMpla•iss is, Winalh4 p plydamwac re dNnmhe ayen.n•fignaeeu pteau¢A.pr•vY•m•ptn i http:/MAYw.floridabuilding.orglpr/pr app d0.aspx?pararn=vGEVXCYADgtahlgO7CSsoycOd28CcpCIJxNzsPPRyA%3d July21,2015 2 1 TRINITY I ERD i EXTERIOR RESEARCH & DESIGN, U.C. Ciaftte OfA dodrotlan a9503 353 CHRISTIAN STREET, UNIT 413 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.O9.05-5 18 Moores Road FL5444-RS Malvern, PA 19355 Date of Issuance: 09/22/2005 Revision 9: 03/06/2015 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 51° Edition (2014) Florida Building Code sections noted herein. DESOIIPnON: CartainTeed Asphalt Roofing Shingles. LAMNG: Labeling shall be In accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.2- CONTINUED COMPUANCE: This Evaluation Report is valid until such time as the named prGduct(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. TrinitVIERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVEHM MENr.. The Evaluation Report number preceded by the words "TrinItyjERD 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 9 Prepared by: v6 rResFns't c 9a %a:ATa OT,. We Taa lraanY adapparlawgau4rNa4 ar Robs K,mMa. Robertl.M . NiemN .5916. Florida Re Tstrodon No.59166, Rodda OC4ANE1983 e:?M „ ned.ee aa.r.nl AAeF W aw aM a a. n.nwd awv CDmf4GlloN OF RrpEpFNatlaQ: 1. Trinity(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. 7 Tdnhy)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 Meminen, P.E. does not have, nor wig acquire, a financial Interest in any other entity Involved in the approval process of the product S. This is a building code evaluation. Neither TrinItyIERD 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. ROOFING SysTEMs EVAwAuam L SCOPE: V TRINIIYiERD Product Category: Roofing Sub -Category: Asphalt Shingles ComPRana Statement: CertainTeed Asphalt Roofing Shingles, as Produced by CertalnTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing In accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section pnope Standard AM 1507.25, R905Z4 Physial Properties ASTM D3462 2009 1507.2.7.1, R905.2.61 Wlnd Resistance ASTM D316L Class F 2009 1507Z7.1, R905Z&l wind Rest=— ASTM D7158, Can H 2O08 3. REFERENCES: flam Examination RaferSnot Mr. UL(TST3740) ASTM D3161 94NK9632 05/15/3998 ULTTST1740) ASTM D3161 99NK26506 11/23A999 ULM71740) ASTM D3161 03CA12702 05/27/2003 UL(iST1740) ASTM D3161 03CA127D2 C6/16/2003 UL(T5T3740) ASTM 03261 03NK29847 10/012003 UL CW 1740) ASTM D3161 04CA11329 05/24/2004 UL M7 1740) ASTM 03261 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07O49 04/1S/2005 ULIM17401 ASTM 03262 OSNK16778 05/12/M UL (TST 174D) ASTM D3161 OSCA16778 a5/121mm UL(TST 1740) ASTM 03161 OSNK14836 OS/22/2DDS UL (TST 1740) ASTM D3161 OSNK22800 DW22/20DS UL(TST 1740) ASTM D3462 R684 09/21/200S UL (TST 1740) ASTM 07158 OSNKOOD37 O629=06 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL(T571740) ASTM D3462 1oCA41303 10/07/2030 UL (TST 1740) ASTM D3261 IOCA41303 10/OB/2010 UL(TST 17401 ASTM D7158 10CA41303 20/27/2010 UL (1ST 1740) ASTM D3161 & D3462 1OCA44960 11/11AGIO UL LLC (TST 96281 ASTM 03161, D3462 & 07158 13CA32897 11/21AOL3 UL LLC (TST 9628) ASTM D3361, 03462 TFWLR684 04/22/2014 UL LLC M9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC(QUA9625) Quaaty Control Servke Cordlnnadon Exp. D7/03/2017 4. PRGDUQDESLR1pTiom 4.1 CT20', XTr" 25, XP" 30 and XT"' 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Cartage House Shangle•, Centennial Slate^, Grand Manor Shangle•, landmark"', Landmark' IR, landmark"' Pro, Landmark"' Premium, landmark"' TL, Landmark^ Solaris and Landmark- Solarls IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shake"', Presidential Shake' IR and Presidential Shake TL^ are fiberglass reinforced, architectural asphalt roof shingles. 4.4 Hatteras-, Highland State- and Highland State"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.5 Patriot"' Is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an Intermittent shadow line with cwtrasdng blend drops for color definition. 46 Presidential Accessory, Accessory for Hattems, Shangle Ridge"', Shadow Ridge"', Cedar Crest"' and Cedar Crest"' IR are fiberglass reinforced accessory shingles for hip and ridge Installation. 4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions. EatWfWRos Mh and Design, I.I.C. 0,rd/rmr.WA ff. .dr.aan earo; Evakwlion Report 3932.09.05-119 FL5444-Rg Revision 9:03/061201s Page2or9 L TRWIiYJERD S. uMlr4norvs: 5.1 This Is a building code evaluatkm. Neither Trinity( ERD nor Robert Nleminen, P.E. are, In anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this producL 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified In accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASI M D3161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to V.N -150 mph(V„ -194 mph). Refer to Section 6 for Installation requirements to meet this wind reNng. 5A.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PLs Polyurethane Roof & Flashing Sealant, applied as specified In manufacture's application Instructions, Indicating the shingles are acceptable for us in all wind zones up to V„e a 150 mph CV. -194 mph). SA3 Classification by ASTM D7158 applies to exposure category B Or C and a building height of 60 fee 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. 5.4.3.1 Analysis In accordance with ASTM 07158 indicates the measured uplift resistance (Rr) for the CertainTeed asphalt roofing shingles listed In Section 4.1 through 4.5 exceeds the calculated uplift force (Fr) at a maximum design wind speed of V = 150 mph (V, = 194 mph) for resklentlal buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet The shingles are permissible under Code for Installation in these conditions using the installation procedures detailed In this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products In the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and FAG Rule 61G20.3. 6. INsTAUAnoN: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1S07.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.3 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 150723,1507.2.4 or R90533. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published Instructions, using minimum four (4) nails per shingle In accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein, 6.2.1 Fasteners shall be in accordance with manufactures published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 62.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the 'Steep Slope' directions. 6.3 CertainTeed asphalt shingles are acceptable for use In rercof (tear -off) or recover applications, subject to the limitations set forth In FBC Section 1510 and CertainTeed published Installation Instructions. Exterior Research and Design, U.C. Casgusorr oIA.V-UWM eases . Evaksatim Report 3532.09.OSR9 FW44•R8 Revision 9:03/06/2015 Page 3 of 9 63.2.1 Hip& Ridge: Shangle• Ridge 12 RomwaTMTepa flgere 17-18,SdalLGle'R1rke. TRJ' NI YIERD I \ ig, Exposure emmtahalpe I'r rand SECfaD Fasten I - f lehside Bs/ey RIGHT FIRST / LEFT Plgam 17-1k 1ntlabhon ofSbaggla® R1*jata, es on hips and r*= Note: For ASTM D3161 - Class F, use BASF Sorolastic NP I adhesive or Henkel PLs Polyurethane Roof & Flashing Sealant In accordance with manufacturer's Instructions. 633 Landmark" Landmark" Ili Landmark" Pro (formerly. landmark Plush Landmark Premium. Landmark- TL Landmark" 5olar0. Landmark` Salaris IR: LOW AM SANWO SLOPE IANf1MA6x n METRIC NMENSLONS 12. 149' 12' I--aos mnr-r-nfs marl —vas mra!•-j nL Ru'LavW e}- STEEP SLOPE u six Hafts aeJ foar spas of mphah coding morel for esery 11v0 Ltminacd sheglr. Sn• Moe: AspMk roollag MiMt skoaW meet A\TM Ddi861)pe II. apply 1• spots dmphok roo8ag rcmrw podr Meh corner and of ah*W I I" to 13' a 1— Mrh tslgr. 61ETRICO08ENSIONS I21rmn) f30fuT( 25MA 121 zsant e. Extedor Research and Design, U.C. CWWkk-AFAuW t.We nsat 4r Ir oyr tNJaal- Ilm cam --Waal--I Ib 04 rh•Fw.xNb/anra/d,elR/n IANOYA1x n L-1Yn= -- Wm.) p:oam0 i fNJem) ITbxr4 f rGsmol+'IN renv US tv.aeadrarhvVe::/ W dan4Ryaavaa mxPxlrx Evaluation Report 3532.09.05•R9 FL544LRR Revision 9: 03106MLS Pegs 5 of 9 63.3.1 6.3.3.2 Hip & Ridge, Option 1: Shadow Ridge- 911-3i;:*1--- e Hawn 13•16'SfAkoRidge tueo7+M lerdrtwbardl'I^xa a—PA"-Wbmade72avd4iRmlmppk— r psomnd psoma) r— tbvAwrrArnn6a u —T iMN 64sd et'm+bm 7 UpbrS'1175nm)E+prAar Ramey E"kh Okennslon ft-13.2& Eaef0iyeakhs 0-*1d.. ran, tiptmd rNK.adbAimM/pIM YmP m J TRINITYIERD Malik Dlm.6 Note: For ASfM D3161 - Class F, use BASF Simplistic NP 1 adhesive or Henkel PL* Polyurethane Roof & FlashingSealantInaccordancewithmanufacturer's Instructions. Hip & Ridge, Option 2: Cedar Crest"', Cedar Crest'" IR Use two fasteners per shingle. For the starter shingle, place fastener 1-Inch from each side edge and about 2-Inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8-5/8-Inch up from Its exposed butt edge and 1-inch from each side edge. Extedor Research aM Design, I.I.C. Cnd/k,ie 01AUMW6ff -Max Evaluation Report 3532.09.0S.R9 FL5444RH RevW-9: 03/06/2025 Page 6 of 9 1 TRINITY!ERD Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL- Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's ralsed overlay on the top piece and extending approximately 4-Inch a" the sides of the headlap along a line R to 1-Inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides Into the adhesive, and Install nails. To secure the other side, apply a 1-Inch diameter spot of NP 1 or PL adhesive between the shingle layers rwn•.a+a.e.u.• Nmml +eiaw aw uee— trs'me 6.3.4 tisfdrittlalShake"IR Presidential Shake Tl 10W AND SUnOARO ROPE STFLP slope F.W. od%.M d depmcan: em ailhta-fi NU tteWm" For "dwe.uw cow ME, b—A ba l:tlksud AW&W M.& am bdwx WIT I- Nmatgoltdap4Yl PoOMan'aiv"' cock dK*ab. rdIr A'r>fIft5 ash h bedew Ma-JftpWrmm epp¢a rota 1' Osr)+ao t7pf(r ,box nerauucro+aearabto L4eaa fyiegdb*smv.9, s Or — Ilamml II?_ (sae mml L I' NOTE Apply nails on pakdMDukNlm rrp.e/dkrw„aameunmr sm>rae,rwnma rew.mogmr„a»r.,ammr w emvow wd,d,bp-a r,n /sr•ro.rwegr ewrw w—f m.a,.adPtA.& 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Prmidenual accessory shingles can be used for covering hips aid rsdys. Apply shingles up to Ule ridge (expose no more than - from the boltom edge of the-looth." Fasten each accessory wflh two fas. teners. The fasteners must be 13/4, long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential arcessorycomes In two dMerent slm: Accessory produced In Blrmlogham, AL Is 12' x 12% Portland, OR produces 974' x 131/4' accessory. Note: For ASfM D3161- Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL• Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to Instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. Exterior Resnirth and Design, TLC. errykara elAvro,rempen ,ssax Evaluation Report 3532.09.05•R9 FL5444118 Revision 9: a3/06/2015 P,ga 7 of Florida Building Cade Online Page 1 of 2 e' -'• ki acts— tnpul ( uOO Reoaaaem Not Tap.: sub as_Ma 1 sam&Fa¢a paxOd n I Fscsua sassy rap Urar I sw h Busines Professi R fiat Product Approval era Regulation FL. F1.5259-1124 ApplimUon Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley. NV 894D8 570) 384-1230 Ext242 akim0palyglass.com Authorized Signature James Akins Jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Emall 150 Lyon Drive Fernley, NV 984GB 602) 363-7139 stevew®polyglass.com Quality Assurance Representative James Akins Address/Phone/Emall 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 800) 894-4563 akire®polyglass.com Category Reefing Subcategory Underlayments Compliance Method Evaluation Report from a Florda Registered Architect or a Licensed Florida Professional Engineer v Evaluation Report - Hardropy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/02/2017 Validated By John W. Knezevich, PE r Validation Checklist - Hardcopy Received Certificate of Independence a Referenced Standard and Year (of Standard) Year ASTM 01970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2008 ftlmrww.fodd*dldrga W/pr_app_dlAspa7parem-wGEVXOwtDgvbSgAazoCrk2vS%2Teg01ipH82Cu7FMAWrJdOHDR9%2fA%3d%3d November 0Z 2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ASTM G154 2006 ASTM GL55 2005 FM 4474 2D04 FRSA/TRI April 2012 2012 TAS 103 1995 Method 1 Option D 07/22R015 08/07/2015 08/15/2015 10/16/2015 Page 2 of 2 FLS Model, Number or Name Descrdptlon 5259.1 Poiyglass Roof Roofing underlaymerds Undeflayments Limps of use Insta9ation Instructions FlSJSO R74 R 20rS 07 FINAL ER POLYGt A55 tINOFRI gVMFNTs RS75o_- Approved for use In HVHZ:No 824.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59266 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other. 1.) The design pressure In this Evaluation Reports Ft 5259 R24 AF 201S 07 FINAL SR POLYGLASS NNDFRI AYMFNTS FL5259_ aPpllcadon relates to one particular g24. underlayment system (over concrete deck) for use under foam -on the systems (where the Created by Independent Third Party: Yes underlayment forms part of the load -path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. ra.r.n I.:: nwia. eso-.er-w4 Tie sum cur Fmdm a 4n WM—0,,wr. Bdod37atw+ci UMW n.dm law, 4men.aaman e. "k reFww. u wv d4 fiat w.m yeirfmW .ddraa n Ia re@¢ee m. Fetlk-remN. ra4a.t, m rot mrW de¢uuc I m th" MY. rm[nd, mwa¢ th cram [n Fhana> N' baatland mar. V rev Mva ny 4uaebra, pl.-- e5e461.U95.'Puwantm Setapn 4s5.27M1). FlPdde SmuAs, ememW oeolOw 1. WIZ Ntasees Ncvead Wen Oapmr OZ. F.S. muR opama tht De,Ox"m with an Omar edLea a Tarms. thry lave ro «maw wooded m.r te mr aacdal mmmu+mtlen with tine Ikemee. uaneav emaa.doeoe oa Fatlk re¢ia. n rev m rnt.4d, mp—W addrm, plea pmAM the DepMment wuh aA MA Fn ems wtdm.n be meet awwto u tm Pddln Te aer.mnha a rat OF. a ammea Wen av 455. F.s., 0u dkkbm. m.d:r Appn,vW .pun 99 R e acvrimttrau. hBp MM1 .BeldaWklrlg.OrWIPr 8Pp MMPl7paramwwG QwIDWbRlWp3Crk2vS%MqDipH82Cu7FMMUrJdOHoR9%2fA%3d%3d Novenber02.2015 i f TRINITY i ERD EXTERIOR RESEARCH & DESIGN, U.C. Certificate ofAuthorizatlan U9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R20 150 Lyon Drive FL5259-R24 Fernley, NV 98408 Date of Issuance: 02/24/2009 Revision 20: 07/22/201S 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 Nleminen, 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: Polyglass 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 IERD 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 12. Prepared by: isoixa-artte,Y The facsimile real appearing was authorized by Robert Nleminen, O'" P.E. on O7/22/2015. This does not serve as an electronically Robert J.M. Nleminen, P.E. i.l... o' signed document. Signed, sealed hardroples have been Florida Registration No. 59166, Florida DCA ANE1983 I; j'PN ua 8f••".,, :^", 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. TrinityJ 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. S. This Is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, In anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY! ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., 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 PrOpe Standard year 1SO4.3.1 wind Uplift FM 4474 2004 15M.6 Accelerated Weathering ASTM G154 2006 1SO4.6 Accelerated Weathering ASTM G155 2005 1507.2.3,15073.3,1507.5.3, 1507.7.3, Physical Properties ASTM D226 2006 1507.8.32507.9.3 1507. 2A: 1507.2.9.2, 3507.5.3,1507.7.3 Physical Properties ASTM D1970 2009 1507. 11.2 Physical Properties ASTM D6164 2005 1507. 11.2 Physical Properties ASTM 06222 2008 15073. 3 Installation Practice FRSA/TRI April 2012 2012 1523. 6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI ( TST 5878) Physical Properties PRI01111 04/08/2002 PRI MT 5878) Physical Properties PUSA-OOS-02-01 01/32/2002 PRI ( TST 5878) Physical Properties PUSA-013-02-01 12/23/2D02 PRI ( TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI ( TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI ( TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI ( TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI ( TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI ( TST 5878) Physical Properties PUSA-035-02-M D9/29/2005 PRI UST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI ( TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI ( TST 5878) Physical Properties PUSA-07G-02-01 02/22/2008 PRI ( TST 5878) Physical Properties PUSA-083-02-01 04/14/20o8 PRI ( TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI ( TST 2508) Physical Properties 1X20H7A 04101/20DB MTI ( TST 2508) Physical Properties RX14ESA 01/29/2DO9 ERD ( TST 6049) Physical Properties 11752.09.99.1 02/08/2000 ERD ( TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD( M 6049) Wind Uplift 11776.06.02 01/16/2003 ERD ( TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD ( TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD ( TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD ( TST 6049) Wind Uplift P9260.03.08 03/21/20M ERD ( TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD( TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD ( TST 6049) Physical Properties P31030.11.09.1 IV30/2009 ERD ( TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD ITST 6049) Physical Properties P11030.11.09-3 31/3o/2DD9 ERD ( TST 6049) Physical Properties P33360.06.10 06/25/2010 ERDUST6049) Physical Properties P33370.03.11 03/02/2011 Exterior Research and Design, U.C. Evaluation Report P12060.02.09-1120 Cert1lmte cfA.0-kcrtion 99S03 FL5259-R24 Revislon 20: 07/22/201S Page 2 of 12 TRINITYIERD Entity Examination Reference Date ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD (TST 6049) Physical Properties P40390.08.12.1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD M 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD (TST 6049) wind Uplift P39680.03.13 03/04/2013 ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD (TSF 5049) wind Uplift 11757.04.01-1-R1 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD CM 6049) Wind Uplift P11751.05.03-R3 11/26/2013 ERD(TST 6049) Wind Uplift P31781.11.03-R3 11/26/2013 ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (M 6049) Physical Properties 6020.07.14.1 09/08/2014 ERD (MT 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14.3 09/00/2014 ERD (W 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD (TST 6049) Physical Properties P44360.30.14 20/07/2014 ERD (TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD OW 6049) Physical Properties PLYG.SC7550.03.15 03/24/2015 ERD(TST6049) Physical Properties P40390.04.15 04/03/2015 ERD (TST 6049) wind Uplift PLYG-SC8905.15 07/22/2015 ICC-ES(EVL 2396) 19CCompllance ESR-1697 11/01/2014 Miami -Dade (CER 1592) HVHZ Compliance NOA 24-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule-Hlde Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC. (QUA9625) Quality Control Service Confirmation, R14571 Exp.08/08/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation, MTS PLUS Exp.07/01/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlai ments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P Is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 Self-Adherine Underlayments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poiyoleftnic film surface; meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS Is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly -film surface; meets TAS 103. 4.2.3 Polystick IR-%e Is a nominal 6D-mil thick rubberized asphalt waterproofing membrane, glass Rber reinforced, with an aggregate surface; meets ASTM D3970. 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM 01970 and TAS 103. 4.2.6 Polystick TU Max Is a nominal GD-mll thick rubberized asphalt waterproofing membrane with a 190 g/ml polyester fabric surface; meets ASTM D1970 and TAS 103. Exterior Research and Design, U.C. CeAlRcete olAuthoriradon 99503 Evaluation Report P12060.02.09•R20 FL5159•R24 RevWcm 20: 07/22/2015 Page 3 of 12 rr` 4 ,r TRINITY'ERD 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. 4.2.8 Polystick Dual Pro' Is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.9 Polystick Tile Pro- is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. 43.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. S. L miunONs: 5.2 This Is a building code evaluation. Neither Trinfty(ERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use In the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within FRC approval documents. If not listed, a request may be made to the AW for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TAml: RoOFCavm Omcm Undedayment Asphatt Shingle Nall -On TRe Foam -On Tile Metal WoodShiShnglesakes& Slate Yes Yes Elastobase Yes neer,ivms9ir Na. rsreln tyr Yes Yes Yes rvnunt Yes Yes ElastobaseP Yes M1+usrr.Nxsh tsaei.rya24r Yes Yes Yes Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick lR-xe Yes No No No Yes Yes Polystick TUP Yes Yes No Ye Yes seeeesPolystick TU Plus Yes Yes ee S. Ys.1 Yes Yes Yes Polystick TU Max No Yes keg 1 Yes Na No Polysdck Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes Yes Yes seo St ElastonexSSG Yes Yes seaes 5.ElastoflexNo Yes Yes S6 G FR Yes Yes No No Yea Yes PolynexG Yes Yes ees saY NoYes Yes Polyn"GFR Yes Yes No No Yes Yes Polytiex SAPwSAPFR Yes Yes seYest No Yes Yes Mule-Hkle SA•APP rap Sheet Ye Ye Yes No Yes Yes or SA- APP Ca Sheet(FR) see55.1 Exterior Research and Deign, LLG eerrilkirre olAudiorbation # 9503 Evaluation Report P12060.02.09-R20 FL5259-RZ4 Revision 20: 07/22/2015 Page 4 of 12 TRINITY ;ERD 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 3M'" 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro. 3M" Foam Roof Tile Adhesive RTA-1(FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro Dow TileBond (FL717): Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Convenience Products' Touch 'n Seal StormBond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU Max 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet FR) self -adhered to: D New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels designed and Installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: D ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite Insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex S6 G or S6 G FR In hot asphalt to: D Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or G Fit torch -applied to: ASTM D41 primed structural concrete; Dens Deck Prime or 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, insulation attachment shall be designed by a qualified design professional and Installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. Exterior Research and Design, U.C. Evaluation Report P32060.02.09-R2o Cerrlfkafe gfAudro h tin a9503 FLS259-R24 Revlslon 20: 07/22/2015 Page 5 of 12 1TRINrry E ERD 5.6.3 Bond to Mechanically Attached Base Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex S6 G or S6 G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Polyflex G or G FR torch -applied to: D Elastobase; Elastobase P or Mule -Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. 5.6.4 Wind Resistance for Underlayment Systems In Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the bad -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 tile applications. Maximum Design Pressure is the result of testing for wind load resistance based an 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 FRSA/TRI April 2012 (04- 12), Appendix A, Table 1A or FBC 2609 for determination of design wind loads. 5.6.4.1 Maximum Design Pressure--90 as Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Primer. (Optional) PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (Fit), self -adhered. 5.6.4.2 Maximum Design Pressure=-135 as Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer. (Optional) PG100 or ASTM D41 Joints: Min. 4-Inch wide strips of Elastoflex SAN over all plywood Joints. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Pius, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.43 Maximum Design Pressure --315 osf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer. PG100 or ASTM D42 Base Ply: (Optional) Polystick MTS PLUS, seff-adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.4 Maximum Design Pressure=-622.5 osf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer. PG100 or ASTM D41 Underlayment Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.S Maximum Design Pressure--300Dsf•. Deck: Min. 15/32-Inch OSB to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule -Hide Nall Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-Inch head diameter round metal cap nails Spacing: 6-Inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (Fill, self -adhered. Exterior Research and Design, Ur_ EvaluaUnn Report P12060.02.09-I120 certificate olAU11-freaoo d9503 FL5259-1124 Revision 20: 07/22/2015 Page 6 of 12 QCTSR'IINITYIERD 5.6.4.6 Maximum Design Pressure=-37.5 osf". Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule-HWe Nall Base (poly -film top surface) Fasteners: 11 ga. x 1.254nch long x 14nch head diameter round metal rap nails Spacing: 6-Inch me at the 34nch wide side laps and 6-Inch o.c, at two (2) equally spaced staggered center rows. Base Ply: Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystkk TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.7 Maximum Design Pressure --37.5 osf'. Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of AW. Base Sheet: One (2) or two (2) layers ASTM 0226, Type 11 felt Fasteners: 11 ga. x 125-inch long x 1-Inch head diameter round metal cap nails Spacing: 6-Inch o.c. at the 3-inch wide side laps and 12-Inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G. applied In full mopping of hot asphalt. 5.6.4.8 Maximum Design Pressure--45 osf•, Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of AW. BaseSheet: One (1) layer ASTM D226, Type 11 felt Fasteners: 11 go. x1.25dnchx3/9-Inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps Spacing: 44nch o.c, at the 24nch wide side laps and 4-Inch o.c. at two (2) equally spaced staggered center rows. Base Ply: Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underiayment Polystkk TU P, Polystkk TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule - Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex S6 G, applied In full mopping of hot wphalL 5. 6.4.9 Maximum Design Pressure --45 osf•. Deck: Min. 19/324rch plywood to meet project requirements to satisfaction of AW. Base Sheet: Two (2) layers ASTM 0226, Type 11 felt Fasteners: 11 ga. x 1.25-inch Iona x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps Spacing: 9-Inch o.c at the 2-Inch wide side laps and 9-Inch o.c at two (2) equally spaced staggered center rows. Base Ply: Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underlayment: Potystick TU P, Polystkk TU Plus, Polystkk TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule - Hide SA-APP Cap Sheet (Fil), self -adhered or Elastoflex 56 G, applied in full mopping of hot asphalt. 5. 6.4.10 Maximum Design Pressure =-45 osf. Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of AW. Base Sheet- Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 24nch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In fug mopping of hot asphalt or Polyflex G, torch -applied. 5. 6.4.11 Maximum Design Pressu re = -52.5 osf. Deck: Min. 15/324nrh plywood to meet project requirements to satisfaction of AW. BaseSheet:- Elastobase (sanded top surface for tot -asphalt or torch-applled cap or poly -film surface for torch -applied op) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9- Inch o.c at the 2-Inch wide side laps and 12-Inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torchapplied. 5.6. 4.12 Maximum Design Pressure=-52.5 osf. Deck: Min. 15/32dnch plywood to meet project requirements to satisfaction ofAW. BaseSheet: Elastobase or Mule - Hide Nall Base (poly -film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-Inch o.c at the 34nch wide side laps and 6dnch o.c. at four (4) equally spaced staggered center rows. Base Ply: Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystkk TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. Exterior Research and Design, LLC Cerdfkvta ofAuthodtvdan M9sa3 Evaluation Report P12D60.02.09- 1120 FL5259-R24 Revision 20- 07/ 22/2015 Page 7 of 12 l"- i TRINITY I ERD 5.6. 4.13 Maximum Design Pressure--52.5 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AW. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly-fllm surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-Inch o.c at the 3-inch wide side laps and 64nch o.c at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, tbreh-applied. 5.6.4.14 Maximum Design Pressure =-60 osf. Deck- Min.19/32-Inch plywood to meet project requirements to satisfaction of AW. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga. x 1. 25-Inch long x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps Spacing: 8-Inch o.c at the 4-Inch wide side laps and 84nch o.c at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hat asphalt or Polyflex G, torch -applied. 5.6.4.15 Maximum Design Pressure=-60 Dsf. Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of AW. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch-applled cap) Fasteners: OMG #12 Standard Rwfgdp with OMG Flat Bottom Metal Plates Spacing: 12-Inch o.c at the 4-Inch wide side laps and 12-Inch o.c at two (2) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied In full mopping of hot asphalt or Poynex G, torchapplled. 5.6.4.15 Maximum Design Pressure=-90 osf. Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of AW. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly-nlm surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-Inch o.c at the 2-Inch wide side laps and 6-Inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.17 Maximum Design Pressure=-90 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AW. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torchapplied cap or poly -film surface for torch -applied cap) Fasteners: OMG 812 Standard Roofgrip or OMG R14 Heavy Duty with OMG 3' Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-Inch 0. c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spared staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.18 Maximum Design Pressure=-90 osf. Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction ofAHJ. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast812 DP orTrufast#14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-Inch o.c at the 4-Inch wide side laps and 6-inch 0.c at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt 5.6.4.19 Maximum Design Pressure=-97.5 osf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AW. Base Sheet: Elartobase or Mule - Hide Nail Base (poly -film top surface) Fasteners: 11 go. x1.25dnch x3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-Inch o.c. at the 4-inch wide side laps and 4-Inch o.c at four (4) equally spaced staggered center rows. Base Ply: Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Potyflex SAP, Polyflex SAP FR. Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.20 Maximum Design Pressure--105 osf. Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of AW. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch-applled cap or poly -film surface for torch-applled cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-lach o.c. at the 24nch wide side laps and 6-inch o.c, at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, U. C. CerdfJrwre of AufhorkoOon R9503 Evaluation Report P12060.02.09- R20 FL5259-R24 Revision 20: 07/ 22/2015 Page 8 of 12 J TRINITY ( ERD 5.6.4.21 Maximum Design Pressure=-112.5 osf. Deck: Min. 19/324rch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule -Hide Nall Base (poly -film top surface) Fasteners: 11 ga. x 1.25-Inch x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps Spacing: 64nch o.c. at the flinch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Primer: PG300 or ASTM D41 primer at all tin -caps Base Ply: Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), seff-adhered. 5.6.4.22 Maximum Design Pressure=-120 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHI. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torchapplled cap or poly -film surface for torch -applied cap) Fasteners: OMG M12 Standard Roofgrip or OMG M14 Heavy Duty with OMG 3' Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-Inch wide side laps and 6-Inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.23 Maximum Design Pressure=-120 osf. Deck. Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast#12 DP or Trufast 414 HD with Tnrfast 3' Metal Insulation Plates Spacing: 6-Inch o.c. at the 4-Inch wide side laps and 6-Inch o.c, at five (5) equally spaced staggered center rows. Undedayment Elastoflex 56 G, applied in full mopping of hot asphalt. 5.6.4.24 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.25 For mechanically attached base sheet in a 2-ply system, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe shall not be left exposed for longer than 90-days after Installation. Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180- days after installation. Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering Is to be adhesive -set tile (Elastoflex S6 G or Polynex G only), in which case the maximum exposure Is 180 days. i TRINITY I ERD 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published Installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase. Elastobase P or Mule -Hide Nall Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment In FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 6.3.3 6.4.1 6.4.2 Non -Tile Applications: Reference is made to the current edition of the NRCA Steep -slope Rooflng Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR, torch applied. Tile Applications: Reference Is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Polystick MTS MTS PLUS IR Xe TU P TU Plus TU Max Polvflex SAP or SAP FR Mule -Hide SA-APP Cap Sheet or $A- APP Cap Sheet (FR). Dual Pro or Tile Pro: Shall be Installed In compliance with the codified requirements for ASTM D1970 underlayment In FBC Sections 1507 for the type of prepared roof covering to be Installed. Direct -to -Deck with Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam In accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-Inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, In area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed All sea Nap seams (selvage laps) must be _ firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern the sheet will overlap the fabric). View of Owlap seam of Dual Pro and TRa Pro All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Exterior Research and Design, LLC- Evaluation Report P12060.02.09-R20 Exterior Research and Design, LLG EvalwUon Report P12060.02 09-R20 CertlJkate o/Audw notion a9503 FL5259-1124 Cerdikate ofAvdmdradon 09503 FL52594R24 Revision 20: 07/22/2015 Revision 20: 07/22/2015 Page 9 of 12 Page 20 of 22 TRINITY(ERD Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set aril hand rolled in place over the repair area. Patch laps, if needed, shall be Installed In a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 404b weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 The Applications fnot allowed for Polystick IR-Xel: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system, consisting of base sheet and self -adhering top sheet(s), base sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. For nail -on tile systems over Polystick MTS PLUS: D Battens are required for loading/staging of lugged tile regardless of slope. D Battens are required for loading/staging of flat tile at slopes In excess of 5:12. 6.4.4 Two (2) Ply Underlavment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, TilePro or PolyRex SAP Is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top4ayer material. This is not a requirement, but Is allowable If a 2-ply underlayment system Is desired. Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, TIIePro or PolyRex SAP is allowable for use under foam -on tile systems. Umits of use are those associated with the top -layer material. This is not a requirement, but Is allowable If a 2-ply underlayment system is desired. 66.S ElastoRex S6 G or S6 G FR; 6.5.1 Elastoflex 56 G or S6 G FR shall be installed in compliance with current Polyglass published Installation requirements. For use In the applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.5.2 Elastoflex S6 G or 56 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-Inch and end -laps minimum 6-Inch wide, off -set 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 Poiyffex G or G FR, 6.6.1 PolyRex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use In the applications, reference Is made FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3- Inch and end4aps minimum 6-Inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully treat -welded and Inspected to ensure minimum 3/8-Inch Row of modified compound beyond the lap edge. fZ Tile Staging: 6.7.1 Tile shall be loaded and staged Ina manner that prevents the slippage and/or damage to the underlayment. Refer to Polyglass published requirements for the staging. 6.7.2 Battens and/or Counter -battens, as required by the the manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nall- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.73 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. Exterior Research and Design, U.C. Cenlf Rate of A uthortrodon nM3 Evaluation Report P12060.02.09.R20 FL5259•R24 Revision 20: 07/22/2015 Page 11 of 12 TR INITYJIERD 6.7.4 For nail -on tile systems over Polystick MTS PLUS: D Battens are required for loading/staging of lugged tile regardless of slope. D Battens are required for loading/staging of flat the atslopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-elght 48) hours. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contactthe noted CIA agency for information on product locations covered for F.A.C. Rule 61G2D-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QLIA9625; (314) 578-3406; k.chancellor@us.ul.com Exterior Research and Design, U.C. Cerdflmle ofAuthorbodon #9503 END OF EVALUATION REPORT - Evaluation Report P12060.02.0941120 FL52S9- R24 Revision 20:07/22/2015 Page 12 of 12 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit#: /g -.SC I, PHYLLIS A. SIMMONS hereby acknowledge that I personally inspected Roof deck nailing and/or ®(Secondary water barrier work at 1803 MELLONVILLE AVENUE, SANFORD, FL 32771 and have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Zn 837.06 F.S. 1,6 Signatuk of Contrac r Date PHYLLIS A. SIMMONS CCC1325617 Printed Name of Contractor License # License Type: General Building Residential Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF SEMINOLE Sworn to (or affirmed) and subscribed before me this 15TH day of FEBRUARY , 20 16 , by PHYLLIS A. SIMMONS , who is fed Personally Known to me or has Produced (type of identifi 'o ), as identification. SEAL) Si ature of Nota U State of Florida SHIRLEY CONLEY Print/Type/Stamp Name of Notary Public L` P` SHIRLEY CONLEY MY COMMISSION # FF0270204 EXPIRUS:June30,2017 3