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HomeMy WebLinkAboutProdcut Approval Florida Building Code Online Page 1 of 2, R foil acts"am I worn 1 tlsesa¢gtstraooa t notToom i suomltsutthacpe : statsarads! Pub6aUms!f'OCSbR I tlgsSf+tlry hats Serelr Product Approval USER:Pub k user eiujtAnninval genu>Pr*dj1a or Aonr�mtiun Sea >ARdka0on tlst>AMIUMUon Datall FL r F316704-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Q Product Manufacturer CertalnTeed Corporation-Roofing Address/Phone/Emall 18 Moores Road , Malvern,PA 193SS (610)651-5847 =UaNS AND ALL PROPOSED WORK mark.d.hamer@saint-gobain.cam .iECTTO ANY CORRECTIONS =D BY FIELD INSPECTORS THAT Authorized Signature Mark Hamer NECESSARY IN ORDER TO mark.d.hamer@saint-gobain.com,tr3LY WITH ALL APPLICABLE CODES' Technical Representative Mark Hamer Address/Phone/Small 1400 Union Meeting Road P.O.Box 1100 Blue Bell,PA 19422 (21S)274-2443 CONCEALED FASTENERS OR Ai Ire;. Mark.D.Hamer@salnt-gobaln.com ARE THE RESPONSl9 L 01'W�% Quality Assurance Representative CONTRACTOR OF U, ?"(Q;'T address/Phone/Emait Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional engineer Cl Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nierninen the Evaluation Report Florida License PE-S9166 �� Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 A Validated By John W.Knezevufi,PE Validation Checklist-Hardtopy Received Certificate of Independence E 16709 R3 CAI 2016 01 CDT Nleminen.pdf Referenced Standard and Year(of Stz�dard) Elax- and Year AS'rM D6162 2000 —7 f [00.05��. r• DIVIISIO ASTM D6164 - 2005 1ST.LUCIE COi "«" =:1 �l.,l? , I ASTM 06222 2009 REVIEWED FOP- A£S'4-06500 2009 REVIENvED BY FM-470 1992 N O T FM..474 2004 DATE H PLANS A }�ERtfi":�I�S!" {1: OR NO INSPECTiO:ti 4;IL.i. 6" i•.ijE. http-//www.floridabuilding.org/pr)pT-tipp au aspk?pitram=wGEVXQW Dqu8obl%2ffZm6T... 2/8/2017 Florida Building Code Online Page 1 of 2 . Professional Regulati SOS Home 1 Loci In I Usrr RegfS�Uon t Hot Topim S SvemR S=nage i StatS&raM; Pub6callau t FW Staff WS Site Mal; t U-ft S Search Product Approval r useit:Parr User yy Product AeroovMf LVM>�I1rCt or Aeolicaftp 5eerch>Aydkdlon lust>AppdcaUon Debt! IY FL� FL16709-R3 Application Type Revislon Cade Version 2014 Application Status Approved Comments Archived G Product Manufacturer CertalnTeed Corporation-Roofing Address/Phone/Emall IS Moores Road Malvern,PA 19355 (610)651-5847 mark.d.hamer@salnt-gobain.com Authorized Signature Mark Hamer mark.d.hamer@salnt-gobaln.com Technical Representative Mark Hamer Address/Phone/Emali 1400 Union Meeting Road P.Q.Box 1100 Slue Bell,PA 19422 (215)274-2443 Mark.D.Hamer@saint-gobLain.com Quality Assurance Representative Address/Phdne/Emall Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W.Knezevich,PE _h Validation Chectdist-Hardcopy Received Certificate ofIndependence FL16709 R3 ODt 2016 01 CQT Nleminen.ndi Referenced Standard and Year(of St-..ad "` _ Year A PT D61E2 2000 ASTM 06 63- 2000 ASTM D6164 2005 ASTM 06222 2008 AE"D6509 2009 FM-470 1992 FM r474 2004 http://www.floridabuikling.org/pr)p app_-u.aspx2param=wGE-V-;, vy u.)qu8obl%2ff Zm6T... 2/8/2017 Florida Building Code Online • Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 021=2016 Date Validated 02/15/2016 oat@ Pending FBC Approval 0Z/1712016 Date Approved 04/1212016 summary of Products FL# ModeL Number or Name Description 16709.1 Flintiastic Modified Bitumen SBS and APP modified bitumen roof systems Roof Systems Limits of Use InstaNation Inshuekions Approved for use in HVHZ:No EL16729�11 a,016 01 FINAL Al ER CERTAIivTEED MODBIT EL16709- Approved for use outside HVHZ:Yes R3.odf Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure:+N/A(-97.5 Created by Independent Third Party:Yes Other. 1.)The design pressure in this Evaluation Reports application pertains to the maximum design FLi6709 R3 AE 2016 01 FINAL ER CERTAINTEED MODBIT FL16709- pressure for one particular assembly for use R3.odf In Zone I(field area)of the roof.Refer to ER Created by Independent Third Party:Yes Appendix for all systems and attachment limitations.2.)Refer to ER Section 5 for Limits of Use, 8adc Nez1 Coma us::26Di&ak S<pne Rnan,Tallahassee Ft 32399 Pttorm:850 487.18IA The state of Florida is an AA/EEO employer.Coeyriaht 2007-2013 St,te of Fiecida.::Prrvaev Statement::ASc.bboity stag- Ent::Refund 1katemenS Under Florida law,emall addresses are pudic records.If you do not want your e-mail address released in response to a pubiic-records request,do not Send etecVwt!c mall to this a Wtv.Instead,tvntact the orrice by phone or by tradtiorel mall.If you have any questions,pfen contact a50.4a7.1395.•Pursuant to Section 455.275(1),Florida statutes,elfecttve October i,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emae address if they have one.The emails provided may be toed for official communication with the Ibansee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Departrnent vrith an emae address which can be made available to the pubVx.To detenNne if you are a licensee under ChaoW 455,FS.,Dlaasa crick DLIP_ pmducIP4prowi Accepts- moos hnpJ/www.floridabuilding.org/pr/pr app_Ertl.aspx?param=-vGEVXQvADqu8obl%2flZm6T... 2/8/2017 EXTERIOR RESEARCH&DESIGN,LLC. t Certy1cote of Authorization#9303 \\ TRINITY RINI Y�ERD 353 Christian Street Oxford,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REAOP.T CertainTeed Corporation Evaluation Report C40710.12.13-R3 18 Moores Road FL16709-113 Malvern,PA 19355 Date of issuance:12/02/2013 Revision 3:01126/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition(2014)Florida Building Code sections noted herein. DescRIPTION: Flintiastll&Modified Bitumen Roof Systems 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. Trinityf 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 "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4,plus 14-page Appendix. Prepared by. _ it= The{c3hil.mal sppeartn2 ac a d—hed Robertl.M.Nieminen P.E. =o�.,s_ ;o ;o by RobertUL-Mlnen,P.E.on01/26/2016 + 7ry �r�.•yt. Thisdoesnotsetveasanefe tranlcafiTsbn dduumcnt S2ned, Florida Registration No.59166,Florida DCA ANE1983 '>> 'o�at�.,i`'. seated hardcopim have been=mmdted to the Product Appmral 9 w✓»n.nu�t Administrator and to tir-named dhnt CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC d/b/a Trinity I ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products It evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will nr'niro ^fi-mr-in,interest°n any other entit=+involved in the approval process of the product 5. This is a building code evaluation. Neither Trin1y19R%nor kobert NieminNn, F.F a;•e,in ony way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,ishnas used for permitting or design guidance unless retained specifically for that purpose \JTR{NI Y ER© 5. LIMrrATiONS: 5.1 This Is a building code evaluation. Neither Trinity)ERD 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. 5.2 This Evaluation Report is not for use in HVHZ Jurisdictions. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.5 For recover Installations,the existing roof shall be examined in accordance with FBC 1510. 5.6 The maximum design pressure for the selected base assembly shall meet or exceed the Zone I design pressure determined in accordance with FBC Chapter 16. This is already addressed in the Appendix tables via"N/A"reference if the baseline system is"Not Applicable"to Zone I design pressure requirements. 5.7 For existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. S.8 Metal edge attachment(except gutters),shall be designed and installed for wind loads In accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.9 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A_G Rule 61G20-3. 6. INSTALLATION: 6.1 Flintlastic° Modified Bitumen roof systems shall be installed in accordance with CertalnTeed Corporation published installation instructions,subject to the Limitations/Conditions of Use herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. System listings are based on allowable wind loads per FBC 1609 and a 2 to 1 margin of safety per FBC 1504.9. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named CIA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 CIA requirements. 9. QUALITY AssURANCE ENTITY' UL,LLC.—QUA9625;(414)248-6409,karen.buchmann@us.ul.com -THE IMF-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report C40710.iZ.13-R3 Certiflcote ojAuthoriwdon#9503 FL16709-113 Revision 3:ovzrvzo16 Page 4 of 4 '' !ERD i FrtYf —=� -GflD w17SEl3tt __,� _ - 1? YSF _-��t� r _ - Specification Type Product Reference Grade Type Flintlaslic SA NaUBase ASTM D4601 N/A If • GlasbaWm Base Sheet ASTM D4601 N/A All Weather/Empire"Base ASTM D46M N/A 11 Base Sheets Flexiglae"Base ASTM D4601 NIA II Flintlastic"We 20 ASTM D4601 N/A n flintlastic Poly SMS Base Sheet ASTM D4601 N/AON/A Yosemite VentingBase ASTM 04897 N/A Ply Sheets Flintglas Ply Sheet T eIV ASTM02178 N/A Flint as Premium Ply Sheet Type VI ASTM D2178 N/A Fiintiastic APP Base T ASTM D6509 N/A Base/Ply Membranes(APP) Fiin iastic STA ASTM D6222 S Flintlastic STA Plus ASTM D6222 S FflntlasVe STA ASTM D6222 S ! Flintlastle STA Plus ASTM D6222 S t Cap Membranes(APP} Flintlastic GTA ASTM D6222 G I Flintlastfc WACoolStar9 ASTM D6222 G I Fiintlastic GTA-FR ASTM D6222 G 1 Furivastic GTA-FR CooiStar" ASTM 06222 G I FlintlastIC SA Plyftse ASTM 01970 N A N/A Black Diamond°Base Sheet ASTM D1970 N/A N/A Filntlastic SA Mid Ply ASTM D6163 S I Base/Ply Membranes(SBS) FlintiastiC Ultra Glass SA ASTM 06163 S I Fiintlastic Base 20 ASTM D6163 S i Fiindastic Base 20 T ASTM D6163 S I FlintlasUc FR Base 20 T ASTM D6163 S 1 FlintlasVe Ultra Poly SMS Base Sheet ASTM D6164 S 1 FlintlasOc FR Dual Cap ASTM D6162 G 1 Flintlast}c SA Cap FR ASTM D61t;3 G i FlintlastIC SA Cap FR CoolStar'" ASTM D6163 G t FUntlastic Cap 30 ASTM D6163 G I FUntlastic Cap 30 CoolStar" ASTM D6163 G 1 FI—Intlastic FR Cap 30 ASTM 06163 G ! Fiintlastic FR Cap 30 CoolStar"' ASTM 06163 G I Flintlastic FR Cap 30 T ASTM D6163 G I Flintiastic FR Cap 30 T Cod tares ASTM 06163 G I FUntlastk SA Cap ASTM 06164 G 1 Flintlastie SA Cap CoolStar"' ASTM D6164 G i Cap Membranes(SBSj FGntlastic FR•P ASTM D6164 G I Flintlastic FR-P CaoWr- ASTM 06164 G I Flintlask GMS ASTM D6264 G I FlintlastIC GMS CooiStat$° ASTM D6164 G I FlintlastiC GTS ASTM 06164 G U FGntlastic GTS CoolStar"' ASTM D6164 G II Flintlastic GTS•FR ASTM D6164 G H Flintlastic GTS-FR CooiStarn ASTM 06164 G n Flintlastle Premium FR-P ASTM 06164 G n Fiintiastie Premium FR-P Coolstaff ASTM D6264 G 11 Fli ntlastle Premium GM ASTM 06164 G ii Filntlastk Premium GMS CoolStarm ASTM D6164 G 11 Exterior Research and Design,tlC. :valuation Report C40710.12.13-R3 Certiflmte ofAuthariiaflon d95G3 FL36709-tt3 Revision 3:M/26/2016 Page 3 ef4 TRINITY ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-5 2 Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6-8 3 Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 9-10 4 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 11-12 • 5 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite or gypsum-based roof board that meets the CIA requirements of F.A.C.Rule 61G20- 3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.8,when installed with the roof cover. 3. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft. 4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the tables that follow via "N/A"reference if the baseline system is"Not Applicable"to Zone 1 design pressure requirements. 5. For existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 6. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. 7. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. TABLE A:CERTAINTEED FLINTLASTIC®MODIFIED BITUMEN COMPONENTS&APPUCATION METHODS Reference Layer Material Application BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 (Base and Ply sheets,Asphalt- Hot asphalt at 20-40 Ibs/square Applied) Ply Flintglas Ply Sheet Type IV;Flintglas Premium Ply Sheet Type VI Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base SBS-AA Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Flintlastic Ca 30;Flintlastic Ca 30 CoolStar;Flintlastic FR Ca 30;Flintlastic FR Ca 30 CoolStar;Flintlastic FR Dual Ca Hot asphalt at 20-40 Ibs/square (SBS,Asphalt-Applied) p P P P P; Cap Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar;Flintlastic Premium GMS;Flintlastic Premium GMS CoolStar Base Flintlastic Base 20 T;Flintlastic FR Base 20 T SBS-TA Ply Flintlastic Base 20 T;Flintlastic FR Base 20 T Torch-Applied (SBS,Torch-Applied) Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS;Flintlastic GTS CoolStar,Flintlastic GTS-FR;Flintlastic Cap GTS-FR CoolStar;FlintClad Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:01/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 14 4T_R1N1TY1RD TABLE A(coNTINtw):CERTAINTEED FUNTIASTIC*MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS Reference Layer Material Application APP-TA Base Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus (APP,Torch-Applied) Cap Flintlastic STA;Flintlastic STA Plus;Flintlastic GTA;Flintlastic GTA CoolStar;Flintlastic GTA-FR;Flintlastic GTA-FR CoolStar Torch-Applied Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply SBS-SA Ply Flintlastic SA PlyBase;Flintlastic SA Mid Ply Self-Adhering (SBS,Self-Adhering) Cap Flintlastic SA Cap;Flintlastic SA Cap CoolStar;Flintlastic SA Cap FR;Flintlastic SA Cap FR CoolStar 8. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. The following summary is the basis for the attachment tables herein. Table B assumes a directionality factor Kd=0.85,no topographical variations Kzt=1.0,roof slope<7'for enclosed buildings,roof slope<2.4'for open buildings and unobstructed flow for open buildings,as defined in ASCE 7-10. TABLE B:ROOF CLADDING DESIGN PRESSURES,ALLOWABLE STRESS DESIGN,PASD(PSF) Exposure Enclosure Roof Height(ft) Zone Ultimate Design Wind Speed-V k(mph)-FBC Figures 1609A,16096 or 1609C 120 130 140 ISO 160 170 ISO 1 -12.7 -14.9 -17.2 -19.8 -22.5 -25.4 -28.5 Open 0<In<30 2 -19.4 .22.7 -26.4 -30.3 -34.4 -38.9 -43.6 slope<2.4' 3 -38.0 -44.6 -51.7 -59.4 -67.S -76.2 -85.5 unobstructed 1 -13.7 -16.1 .18.7 -21.5 -24.4 -27.6 -30.9 flow 30<h<40 2 -21.0 -24.7 -28.6 -32.9 -37.4 -42.2 -47.3 3 -41.2 -48.4 -56.1 -64.4 -73.3 -82.8 -92.8 B 1 -15.5 -18.2 -21.1 -24.3 -27.6 -31.2 -34.9 0<h<30 2 -26.1 -30.6 -35.5 -40.7 -46.3 -52.3 -58.6 Enclosed 3 -39.2 -46.0 -53.4 -61.3 -69.7 -78.7 -88.2 slope<7' 1 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 30<h<40 2 -28.3 -33.2 -38.5 -44.2 -50.3 -56.8 -63.7 3 -42.6 -50.0 -58.0 -66.5 -75.7 -85.5 -95.8 1 -15.4 -18.0 -20.9 -24.0 -27.3 -30.9 -34.6 0<h<15 2 -23.5 -27.6 -32.0 -36.8 -41.8 -47.2 -52.9 3 -46.1 -54.1 -62.8 -72.1 -82.0 -92.6 -103.8 1 -16.3 -19.1 -22.2 -25.4 -28.9 -32.7 -36.6 Open 15<h<20 2 -24.9 -29.2 -33.9 -38.9 -44.3 -50.0 -56.0 C slope<2.4' 3 48.8 -57.3 -66.5 -76.3 -86.8 -98.0 -109.9 unobstructed 1 -17.7 -20.8 -24.1 -27.7 -31.5 -35.6 -39.9 flow 20<h<30 2 -27.1 -31.8 -36.9 -42.4 -48.2 -54.4 -61.0 3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7 -119.7 1 -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -42.3 30<h<40 2 -28.8 -33.8 -39.2 -45.0 -51.2 -57.8 -64.8 3 -56.4 -66.2 -76.8 -88.2 1 -100.3 1 -113.3 -127.0 Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:01/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 14 TR1 INITY ERD TABLE 4: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF);SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH D.C.); Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) Base Sheet Roof Cover System Deck Attachment MDP(psf) No. (See Note 1) Base Fasteners At Lap Staggered Center Row(s) Ply Cap • W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)BASE SHEET ATTACHMENT: 32 ga.,1-5/8-inch dia.tin W 4 Min.plywood;S plywood; See Note 1 Flintlastic SA NailBase caps with 11 ga.annular 2 8 3 8 SA(Optional)SBS- SBS-SA -60.0 ring shank nails SYSTEM W-4;ZONE 2 Sr 3;PERIMETER St CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed—V 1,(mph) Exposure Enclosure Roof H ight Zone 120 130 140 ISO 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30<h<40 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 5 4 5 5 4 5 B 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30<h<40 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<15 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 5 4 5 5 4 5 5 5 5 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 15<h<20 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 5 5 5 C Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 20<h<30 3-Corners 8 3 8 7 3 7 7 3 7 S 4 5 5 4 5 5 5 5 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6 3 6 30<h<40 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:01/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 11 of 14 MIAMI-DADS COUNTY MIAM PRODUCT CONTROL SECTION WWI11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www•miamidad&gm/ec000M TAMKO Building Products,Inc. 220 West 41 Street Joplin, MO 64801 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TAMKO Roof Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises and renews NOA No.14-0306.02 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. ®� � C0,0 Y NOA No.: 15-0709.19 CMLAMH=XAD=EC0=UNTY Expiration Date: 12/01/20 Approval Date: 11/12/15 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Asphalt Shingles Materials: Laminate Deck Type: Wood SCOPE This approves TAMKO's Heritage,Heritage Woodgate and Heritage Premium asphalt shingles,manufactured by TAMKO Building Products,Inc.,as described in this Notice of Acceptance and designed to comply with the Florida Building Code High Velocity Hurricane Zones. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Heritage 13 '/4"x 39 3/s" TAS 110 Dimensional asphalt shingle. Manufacturing Location #1, 2, 3 Heritage Woodgate 13 '/4"x 39 3/8" TAS 110 Dimensional asphalt shingle. Manufacturing Location #I Heritage Premium 13 '/4"x 39 3/8" TAS 110 Dimensional asphalt shingle. Manufacturing Location #1, 2 MANUFACTURING LOCATIONS 1. Dallas,TX 2. Tuscaloosa,AL 3. Frederick,MD EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. TAS 107&UL 790 04CA44252 02/25/05 ASTM D3462 02NK33813 09/23/02 ASTM D 3462&TAS 107 R2919 Letter 03/10/11 ASTM D3462 4789110543 08/26/14 TAS 107 02/19/15 ASTM E 108 08/26/14 ASTM D3161,Class F 4787043752 10/20/15 PRI Asphalt Technologies,Inc. TAS 100 TAP-129-02-01 05/26/05 TAS 100 TAP-130-02-01 05/26/05 TAS 100 TAP-131-02-01 05/26/05 TAS 100 TAP-303-02-01 12/12/14 TAS 100 TAP-307-02-01 02/10/15 TAS 100 TAP-317-02-01 09/02/15 NOA No.: 15-0709.19 MIAMFGADE COUNTY Expiration Date: 12/01/20 Approval Date: 11/12/15 Page 2 of 6 17--- 9 0 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shingles shall not be installed on roof mean heights in excess of 33 ft. • 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115. 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail `A',attached. 5. Nailing shall be in compliance with Details W,attached. LABELING Shingles shall be permanently labeled with the manufacturer's name and/or logo, city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below: MIAWDADE COUNTY DOE M BUILDING PERMIT REQUIREMENTS As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. NOA No.: 15-0709.19 APPROVED Expiration Date: 12/01/20 Approval Date: 11/12/15 Page 3 of 6 I DETAIL A HERITAGES HERITAGE WOODGATE9 AND HERITAGE PREMIUM All dimensions are in inches. 5TH COURSE 4TH COURSE - 3RD COURSE I6 8,. — -- 2ND COURSE 23 - 1ST COURSE 29 - Full DETAIL B HERITAGE SHINGLE FIG. 1 FASTENING PATTERN All dimensions are in inches 39-3/8" L 1" 7'/2" 7'/" 7 3/8" 7'/z" 7%2 1 13 1/4" ------------------------ ------ ------------- -------------------------------------------------l--------------l..------ - 6-1/8" Exposure NOA No.: 15-0709.19 MIAMI•DAD,COuNrr Expiration Date: 12/01/20 Approval Date: 11/12/15 Page 4 of 6 DETAIL B (CONTINUED) HERITAGE SHINGLE FIG. 2 ALTERNATE FASTENING PATTERN 0 Common Band FASTENERS 1 1 1 1 n r- - - ----- 39-315" -• HERITAGE SHINGLE (TuSCALOOSA,AL) FIG. 3 ALTERNATE FASTENING PATTERN HORIZONTAL NAIL SPACING IN ACCORDANCE WITH FIG. 1 OR FIG.2. VERTICAL NAIL SPACING ALLOWED ANYWHERE WITHIN NAIL ZONE. PAINT LINE.. 7-7/8" ----- --- ------- — —-------- ----}..NAIL ZONE 6-1/8" ---_EDGE OF COMMON BOND EXPOSURE 5-5/8" ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF ------------------ -------- COMMON BOND - PREFERRED FASTENER LOCATION NOA No.: 15-0709.19 MIAMI•DADECOUNTY Expiration Date: 12/01/20 Approval Date: 11/12/15 Page 5 of 6 HERITAGE WOODGATE& HERITAGE PREMIUM SHINGLES FIG. 4 FASTENING PATTERN All dimensions are in inches 39-3/8" r 1" 7%Z" 1 6'/z" 9 3/e" 1 6%" 7 YZ" 13-1/4" 8���— CIE— ��< < i------------ -6------------ -i------------ -; ------------ ---------- ------ - ------------------------------------------------------------------------------- 6" 5-5/8" Exposure END OF THIS ACCEPTANCE NOA No.: 15-0709.19 CKAMMADECOUNTY Expiration Date: 070919 Approval Date: 11/12/15 Page 6 of 6