Loading...
HomeMy WebLinkAboutEVALUATION REPORTEXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 Christian Street �TR�INITY�ERD SCANNED Oxford, CT 06478 BY (203) 262-9245 EVALUATION REPORT St. Lucie Counjy TRI-BUILT Materials Group, LLC Evaluation Report A42970.10.12-R2 PO Box70 FL16027-R2 Rutherford, NJ07070 Date of Issuance:10/23/2012 (800) 516-1485 Revision 2: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6`" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT 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. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words '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 a 26-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The Facsimile seal appearing was authorized by Robert Nieminen, P.Eon0912 /2017. Th&doesnatserveasanelecteoniall"igned dowment 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, I.I.C. 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 acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD - Enti Examination Reference Date FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals (TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009 PRI(TST5878) Physical Properties PUSA-062-02-01 12/04/2007 PRI(TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI-(TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008 Miami -Dade (CER1592) HVHZ Compliance Various NOAs Various Miami-Dade(CER1592) Proposal for Review 10-0823 10/12/2010 UL LLC (QUA9625) Quality Control MLAgreement 02/27/2012 UL LLC (QUA9625) Quality Control ML Correlation, R27202 08/20/2012 UL LLC (QUA9625) Quality Control Service Confirmation, R14571 Exp.10/06/2018 4. PRODUCT DESCRIPTION: This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The following membranes make up the subject systems. Table 1: Roll -Goods for TRI-BUILT Modified ,Bitumen Roof Systems' , Type Product Specification Reference Grade Type SBS Membranes TriBuilt SA SBS Base ASTM D6163, Table 2 S I TriBuilt SBS Granular ASTM D6164 G I TriBuilt SA SBS Cap ASTM 06164 G I APP Membranes TriBuilt APP Smooth ASTM D6222 S I TriBuilt APP Granular ASTM D6222 G I TriBuilt SA APP Cap ASTM D6222 G I S. LIMITATIONS: 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 FBC HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. 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 ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. Exterior Research and Design, LLC. Evaluation Report A42970.10.12-112 Certificate ofAuthorizadon#950a 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017 Page 3 of 4 �I I RINi Y I ERD The following: notes apply to the systems outlined herein: 1. The mofwournevaluation herein pertain[abovedeckroofcomPonents. Roof decks and structural members shall Win accordance with FRC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the mof deckshall be documented through pmpercodified and/or FKAppmval documentabcm. 2. Insulation/base sheet fastenersshall be of sufficient length for the followingdackengagement: • Wood: Minimum 0.75-inch penetration. i Steel: Minimum 0.75-Inch penetration and engage the topflute ofthe steel deck > Structural concrete: Minimum 1-inch embedment into pilot hole inaccordance with fastener manufacturels published installation instructions. 3. Unless otherwise noted, insulation may be airy one layer or combination of polyisocyanurate, polystyrene, woad fiberboard, pedite, gypsum -based roof board or mineral -wool mof board that meets the OA requirements of FA.C. Rule 61G20-3 and is documented as meeting FBC 1505.1and, forfoam plastic, FKOapter 26, when installed with the roof cover. Eatedar Research and Design, lLC d/b/a TrinitylERD Evaluation Report A429)O.1o.12.R2 for FL16OZ2-RZ UrHfirateof Authomiationg9503 6'a EDITION)ZO17)FeCNON-HVHZIWA UATION Revision 2: 09/25/2017 Prepared by Robert Nieminen, PE-59166 TRIdUHT Modtied Ritumen Roof Systems;)900) 5161485 Appendla 1, Page 1 of 26 Ul I RINITY I ERD 15. Unless otherwise noted, referto the following references for bonded bass, ply or up sheet applications. - •.. •. , -.., ,- •, TMULTR1-BU1LTRWICOVOM '.'.. . ._. •_ :.. __ ._._ Reference layer Material Application BP -AA Base Ply FBCAPproved ASTM NMI, Type 11 HAat 20-0Olbs/square PN FBCApproved ASTM D2178, Type M or Vl (Base and Plysheets, Asphalt -Applied) 09SPA Ply TSuik5BSGranular HA at 20i loo/square (505, Asphalt-Applied)Up STA Up Ply TnBuiltSM(lianular Tomh-ApPlid (SBS, TomJrApplied) (S SBSSA Base Ply TnBultS SBSBase (SM SeH-Adhering) (cep Ply TnButt SA SW Cap SeH-Adhering APP-TA eax PNar PIY ThBUik APPSnceth TorttAPplied (APP,Torch-Applid) Cap Ply TrlBuik APP Smooth, TnBult APP Granular APP-SA Cap Ply TISu1t SAAPPUp Self -Adhering (APP, Self-Adhdng) 16. Vapor banieroptens for use over stmmral canaete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP)Ilenhatiom. The lesser of the MDP listings Eelcua s. those in Table 3A applies: V..BuwfROPneursSTaucturnat vacrF9FOSApiOgsolrauungxe[aT�w[30. .... - .. ..-. ,. ... .,� -- ..•__ -. . . -- Option Primer Vapor Banner Insulation Adhesive MOP(psf) Type Attavl VB-1. ASTM Dal TriBuilt SA SM Base Self -Adhering bbt Stlk or CR-20, 12-inch o.c. V9-2. ASTM N1 Td9ullt ASBSUp Self -Adhering Insta-Stik 12-inch ox. -75.0 VB.3. ASTM DGl TrIBUIIt SA5BSUp Self -Adhering Millennium One Step Foamable Adhesive,U-inch o.a -n75 VB-d. ASTM D61 Td9ulk SA SBS Up Self -Adhering CR-20,12-incho.c. -VD.0 V&S. ASTM Dull Td9uik 5A SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG.1 Pump Grade Adhesive, Olylsora 500 or M-20, 12-inch o. 2900 17. Dens Deck shall be field -primed with PG100 priartoseHadheriog membrane applintloe. Refertohbkshereinforotherpdmingrequimments. 18. 'MDP'=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind bads. Refer to FBC 3609 for determination of design wind loads. Warier Research and Design, LLC. d/b/a TrinitVI ERO Evaluation Report Ad2970.10.U-R2 for FLIW27-AZ Urtdicareof Authariaatlon A9503 6a'FDRION IN171 MC NON-N EVALUATION Revision2:09/25/2DI7 Prepared by: Robert Niemben, PE-59166 TRI-SNIT Modified Bitumen Roof Systems; (800) 51&1485 Appendix 1, Page 3 of 26 V RINITY I ERD I ' TABLEIA-2: WOOD DECKS-NEWCONSLRUCTION, REROOF(Tees OFF)OR RECOVER `• SYSTEMTYPEA4: MECHANICALLYATTACHEDANCHORSH_EEF, BONDED INSULATION, BONDED ROOFCOVER_ System Deck Ancler5heet Baselmarlation Top Insulation Roof Cover(Note15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Pat) 124nchc.c.in4- Min. 0.25-inch Dens Deck Min. Poryglass OMGmPl Flat Inrhlapandl2- (Optional)FBC Dens Deck Prime, SECUROIX lamp inch DNwood Elartabaseor Bottom Plates inch o.c in two, ASTIMCI, Bcard, Gin. (Optional( SBS-AA,505- W5 at max. 24- Polyglbe (square)with equall"Paced, AnM'C3289, HA 0.7 mcb Fes MIn.O.]Sinch FeswBoard HA BP -AA BP -AA TA, APP-TA -M'0 Inchspans Elartobase RoofgdppII staggered center rrips ll palycso- (homogeneotcrormin.05- Poly ^ante Inch Structodek High Denier rows Fiberboard Roof Insulation Potyglass 12-mchc.ain4- (Optional)FBC (Optional) Min. 19/32- Elastobxse or OMG Flat Inch lap and 12- Approved. Min. 0.25-Inch Dens Deck One or SBi-SA,App- W-fi inch plywood Polyglass Bottom Plates inch o.c in two, ASTM Cl]89, HA Dens Deck Prime,SECUROIX HA SBS-SA mare SM. SA, SBSTA -E0.0 atmax.24- Elartobase square with equxllyeDaced, typellixemso- Gypsum -Fiber Roof Board SA or APP- or APP2A in[h spans Poly RoeFgrlp#12 stam ggeredceer ows cyanurete TA TABLEIB: WOODDECKS�NEWCONSMUCNON, REROOF(TDw-0FF)OR RECOVER.'- ,_ SYSTEMTYPEB: MECHANIMLYATTACHEOBASEINSULATION,BONDEDTOPINSULATION;BONOEDROOFCOVER' Sysem Base insulation Layer Tap Insulation layer Roof Cover (Note 15) MOP No. Deck (Note 1) Type Fasteners Attach Type Alta[h Base PIY Ply UpPly (Psf) Min. 19/32in[h Min. 18mch Dekfzst Hexwith Min. O.]5-Inch FescoBoaN IOPGOnil if (Opvonal'rfusing W4 plywood at max 24-inch ENRGY 3, H-Shield DekPartgl2 orTruFast 1per (homogeneous)or min.05-inch HA using AA Ply) pA Basel One or SBS-AA, SBS-TA, �'D spans or Porytherso MP-3 with T.FasIDP 133ftz Sfw[todek High Density Fiberboard Bp -AA are BP-AAor APP-TA Rooflosulation APP-TA Exterior Research and Design, I.I.C. d/b/a TdnitylERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Cartifiwte of Atoln rizatwn R9503 6'" EDINON 1201]) FBC NON-HYHZ EVALUATION Revblan 2: 09/25/2017 Pmp mdbY RobertNieminen,PE-59166 TRI-BUILT Modified Bitumen Roof SWems;(800) 516-IMS Appendix 1, Page 5 of 26 V I RININ I ERD TABLE1E2t WOODDECKS-NEWCANSTRUCT(ON,REROOF(TiaaAFF)mt REMoii.'- ` _ SYSTEMTYPEL'NON-INSULATED MECHANICALLYATTACHED BASESHEEG BONDED ROOFCOVER' System Base Sheet Roof U.(Note 0) MOP No. Oerk (Note 1) Base Fasteners ANaN Base Ply Cap Ply (PA Polyglass Elastobace, Polyelass VamooseMin.19/32-Inch OMGFIat Bottom Plates )with obi in 4-inch lap and laeres (Opm ar W-1 p4-inch at max. Poly, Palvglass G2 Base, CartainTeed .with Roofgrip 014, Oekfart Hexwhh Oekfast p14 o.c. in two, e4uallyspared, saggered In two,. more BP -AA or BP-Mor AP -52.5 24-inch spans Plly tone,Glass MB lMPerma- orTruFast MP-3 with TroFast HD centerrowz APP-TA -TA TA, APP TA TA, U,T,Fiko Brier, Ply 28, Tamko Glass Base or WFGLAS R]5 Min. 19/32tinch PolyglassElartobamorPplyglass OekFart Hex with Dekfart 416 or TruFart MP- 12-Inch o.c. in 4-Inch lap and 12-Inch Oneormore5B5- SBS-SA,APP- W-2 patmax. Elastobase Poly with Poly top sudxre 3with TruFast HD in two, equally o.c. tyspamd, staggered SA SA g38S-TA or SA. -52.5• 24-Inch4inch spans renter rows Min. 19/32imh Painless Elactoinme or Polyelass OMG Flat Bottom Plates(s4uare) with 12-insh o.c. in" rich lap and 12-Inch (Optional) One or SBSAA,SBS- W-3 plywood at max. Elazmbase Poly Roofgrip p12 o.c. in two, e4uallyzpaced, saggered more BP -AA or TA APP-TA -150.0 24-Inch spans ranter rows ApP-TA Min. 19/32-inch polyglass Elartobaze or PalygUss DMG Flat Ba[mm Plates (square) with 12-Inch o.c. in flinch lap and l2-Inch Oneor more SBS SBY50.APP- W-4 plywood at max. o.c. in two, e,uaW spaced, staggered 50.38S-TA ar -60.D' 24-Inchsmnz Vestobase Poly with poN top surfam Roofgrippl2 cimte' ows SA APP-TA ' TABLE SF: WOOD DECKS-NEWCONSrRUCTION OR REROOF(TMR-0) 5' - --Y '. ••, =-5Y5TEMTPEF:NON-INSUIdTEDr BONDED ROOFCOVER System Roof Cover (Note 15) MOP No. Deh Primer IPafl loiiRTreatment Base Ply Ply Cap Ply W-5 Min. 15/32-Inch plywood (Optional) ASXM Dal None SBS-SA (Opuonal)S8 SAar SBSSA, APP-SA, SBS-TA 4rO'D I at max. 24-Inch spans APP-TA or APP-TA Min. 15/32-inch plywood Plywood joints an covered with 44nch Md. ado of ThBUIlt SA (Opdonal)SBS-SAor SBS-SA,APP-9A,SBSTA WE atmax.l4-inchspans (Optional)ASTM D41 SM Base, rolled into Place to cream continuous bond. TnBuitt SA SW Base APP-TA or APP-TA -9].5 Exterior Research and Design, LLO d/b/a TdnitylERD Evaluation ReportA429]0.10.12-R2 for FLL6027-R2 Certifimm of Authorimtbn g9503 6'"EDITION(20121MCNON-H EVAWATION Revision 2: 09/25/2017 Preparedby: Robert Nleminen,PE-59166 TRI-BUILT Modified Bltumen Roof Systems;(800)5162485 Appendix 1, Page 8 of 26 Certificate of Authorization 2 C R E-E K 17520 Edinburgh urghgh Dr Dr Tampa, FL 33647 H-TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, EP EDITION Manufacturer: TAMKO BUILDING PRODUCTS 220 West 4" Street Joplin, MO64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Issued September25, 2017 SCANVEQ BY St. Lucie COUflty Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1. 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP-043-02-01 TAS 000 1995 PRI Construction Materials Technologies (TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)el PRI Construction Materials Technologies (TST5878) TAP-317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)el UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 1 OCA50498 ASTM D 3462 2010A UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)el UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS - Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal@ 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 34ab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 34ab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Vintage@ 17-1/2" x 40% ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12" x 12% ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. _j CREEK TECHNICAL SERVTAMKO BUILDING PRODUCTS LSERVICES, LLC _ _ _ Asphalt Shingles - INSTALLATION Elite GlassSeal® Basic Wind Speed (Vur): Max. 194 mph (Frederick, Joplin & Basic Wind Speed (Vase): Max. 150 mph Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass -Seal new construction; Min. 15132 - in. plywood existing (Frederick, Joplin (Non- construction. HVHZ) & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Undedayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern' detailed below. Iii Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) MW Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS _ _ - Asphalt Shingles -- _ TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed (Vdt): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (Vow): Max. 150 mph Phillipsburg & Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage@ Premium new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC. requirements; & - Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage@ Woodgate new construction; Min. 7/16 in. OSB existing construction. (Dallas & Frederick) Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 6-1 FASTENERS NAILZONE �COMMON s BOND EXPOSURE 5-6/9' 1 " h-- 12-1 /211-+- 12-3/811 -+- 12-1 /21` Figure 3. Heritage®, Heritage® Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON ■ BOND EXPOSURE 5-518" 1" �-7-1/2'4�-7• Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. _ C_R_ EEK TECHNICAL SERVICES, LLC 1! �7-1/2+7-1/2+7-M 1/2+7-1/22� I —1" Figure 5. Heritage® Woodgate 6 Nail Pattern PAINT 7-719' 6-1181, TAMKO BUILDING PRODUCTS — Asphalt Shingles BOND 9 Common Bond Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate Alternate 6 Nail Pattern ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG' EDGE OF COMMON BOND ZONE Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above .4 FL18355-R4 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C_R_EEK ___ — -- — — TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (Vur): (Frederick) Basic Wind Speed (V" ) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope: Installation (HVHZ): Installation (Non-HVHZ) TAMKO BUILDING PRODUCTS - Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in, exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE! COMMON BOND 511 1'r—►I �— 11"— -- 12" �-1" ® Figure 8. Heritage' Premium (Frederick) 4 Nail Pattern (non-HVHZ only) 1"�I I 9"—+-3" 9y2" I4,1" Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern 6ko TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTSG LV —Asphalt Shingles -- TECHNICAL SERVICES, LLC Heritage® Woodgate Basic Wind Speed (V,n): Max. 194 mph (Frederick) Basic Wind Speed (Va,d): Max. 150 mph Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE! OMMON BOND FASTENERS WT EXPOSURE 5" i 11" —+-12-3/8IF 11" Ir1" Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON E1 FASTENERS COMMON BOND ♦ 1 5 1/2 EI<POSURE P 1"� � 9-1/2"-�-3'�9.i'/8"�3'+�t-9-1/2u-►I �l" Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern TBP15001.4 _ FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ___MCREEK TECHNICAL SERVICES, LLC Heritage® Vintage® (Phillipsburg) TBP15001.4 Basic Wind Speed (Vul): Max. 194 mph Basic Wind Speed (V,,d): Max. 150 mph TAMKO BUILDING PRODUCTS - - - - - Asphalt Shingles Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; - - Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern' or "6 Nail Pattern" detailed below. �IP3/6'� �-1PL6•-� Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage@ Vintage® 6 Nail Pattern FL18355-R4 :wsu� nnrcn 8of11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. _ _ _ _CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles Hip & Ridge Basic Wind Speed (Vut): Max. 194 mph (Frederick & Joplin) Basic Wind Speed (Vae ): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; - Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind exposure Figure 1 Fastener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) exposure TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (Vur): (Phillipsburg) Basic Wind Speed (Vad): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS -- - - - - - -Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind exposure Figure 1 1" Fastener y„ Kposure 1/2" Figure 2 r"' Figure 3 Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®,CREEK-- EE tij - - _ TAMKO BUILDING PRODUCTS I'F I� -- Asphalt Bhingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6� Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 5)'._ STATE OFOR N G% SS �O N A11 t0 CERTIFICATION OF INDEPENDENCE 2017.09.25 11:31:41 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. TBP15001.4 END OF REPORT FL18355-R4 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.