Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
EVALUATION REPORT
t\\JI RINITY ERD EVALUATION REPORT SCANNED BY St. Lucie County EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization N9503 353 Christian Street Oxford, CT 06478 (203)262-9245 Polyglass USA, Inc. Evaluation Report P9290.02.08-1120 150 Lyon Drive FL1654-R22 Fernley, NV 89408 Date of Issuance: 02/11/2008 (570) 384-1230 Revision 20: 09/12/2017 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 h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPUANCE: 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 6, plus a 58-page Appendix Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 Theft Wnika Aappe n, Wa wau,bed by Robert N@mbssA PM.09A2/1017. TNsdoesi ...,.Oem M.Nsigned domment CODIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I.I.C. 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, U.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 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 versioos thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. \\-J TPJNITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 6d' Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.3.1 Wind UL 1897 2012 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6162 2008 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1507.11.2 Physical Properties ASTM 06509 2009 3. REFERENCES: 909tt ERD (TSr6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TSr6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6D49) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST11294) Examination Physical Properties FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Physical Properties FM 4470/4474 Physical Properties FM 4470/4474 Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties FM 4470/4474 Physical Properties Physical Properties Physical Properties FM 4470/4474 Physical Properties Physical Properties FM 4474 Physical Properties FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 UL 1897 FM 4470/4474 FM 447014474/UL1897 FM 4474/UL1897/rAS 114 FM 4474/UL1897/rAS 114 Reference P10490.10.08-2 P13760.09.09 P13770.09.09 P30540.13-09-Rl P30550.12.09 P33960.12.10 P33970.03.11 P37590.03.13-3A P39680.03.13 P37590.03.13-1-111 P37590.03.13-2-R1 P37590.07.13-2 P37590.03.13-5-RI P37590.07.13-1 P41630.08.13 P45940.09.13 P44370.10.13 P39520.09.14-2 SC6160.11.14 P LYG-P45440SC03.15-1 SC5110.05.15 SC8085.05.15 SC5170.12.15 SC9455.15 PLYG-SC8905.05.16-1 PLYG-SC8905.05.16-2 PLYG-SC10815.07.16-R1 PLYG-SC12025.10.16 PLYG-SC11475.16 PLYG-SC13235.01-17 PLYG-SC13920.05.17 PLYG-CTL13945.05.17-1 Date 10/30/2008 09/10/2009 09/10/2009 11/30/2009 12/02/2009 12/30/2010 03/1S/2011 03/06/2013 03/04/2013 06/26/2013 07/01/2013 07/01/2013 07/01/2013 07/02/2013 09/06/2013 09/04/2013 10/04/2013 09/11/2014 11/10/2014 03/31/2015 05/08/2015 05/19/2015 12/29/2015 04/01/2016 05/17/2016 O5/1712016 09/23/2016 10/12/2016 11/17/2016 O1/17/2017 O5/3012017 O5/3012017 Exterior Research and Design, I.I.C. Evaluation Report P92M.07 08-R20 Certificate ofAuthorizaBon 49503 61N EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22 Polyglass Modified Bitumen Roof Systems, (570)384.1230 Revision 20:09/12/2017 Page Z of 6 Enti ERD(TST11294) ERD (TST6049) ERD (TST6D49) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) FM Approvals (TST1867) PRI(TST5878) PRI(TST5878) PRI (TST5878) PRI (TST5878) PRI(TSTS878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) Miami -Dade (CER3592) Miami -Dade (CER1592) UL LLC (QUA9625) 4. PRODUCT DESCRIPTION: Examination FM 4474/UL1897/TAS 114 FM 4474/UL1897 FM 4474/TAS 114 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Physical Properties Physical Properties Physical Properties Physical Properties TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 HVHZ Compliance Proposal for Review Quality Control Reference PLYG-CTL13945.05.17-3 PLYG-SC13945.05.17 PLYG-SC15760.09.17 2W7A7.AM OD3A3.AM - 2DOAOAM 2D5A9.AM 3006646 3001334 3001334 3000857 3004091 3006115 3012321 3014692 3014751 3007170 3019317 3020703 3018332 3023368 3024594 3023458 3030668 3032172 3049631 3057029 PUSA-062-02-01 PUSA-051-02-02 PUSA-064-02-02 PUSA-062-02-02 PUSA-188-02-01 PUSA-188-02-02 PUSA-188-02-03 PUSA-202-02-01 PUSA-202-02-02 Various NOAs 10-0823 Service Confirmation, R14571 TRINITY I ERD Date 05/30/2017 05/30/2017 09/11/2017 08/04/1994 04/04/1997 12/23/1998 06/22/1999 01/04/2000 01/25/2000 02/15/2000 01/12/2000 01/12/2000 05/02/2001 07/29/2002 08/05/2003 08/27/2003 01/13/2004 05/30/2004 07/30/2004 01/31/2006 03/20/2006 05/23/2006 07/18/2006 09/12/2007 06/12/2009 04/21/2014 •02/0212017 12/04/2007 01/28/2008 02/27/2OD8 22/04/2008 02/08/2017 02/08/2017 02/08/2017 05/17/2017 05/17/2017 Various 10/12/2010 Exp. 10/06/2018 This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation Instructions and the Umitations / Conditions of Use herein. The following Polyglass membranes make up the subject systems. TABLE.I: ROLL-Ga000s FOR POLYGLAss Mobin n BITUMEN ROOF SY5TFMS - Type Product- Specification Reference Grade Type Base Sheets Polyglass G2 Base ASTM D4601 N/A II Polyflex SA Base ASTM D4601 N/A II PolyglassAPP Base ASTM D6509 N/A N/A Exterior Research and Design, LLG Evaluation Report P9290.02.08-R20 Certllfimte ofAutharizatlan 89503 6m EDITION (2017)FBC NON-HVHZ EVALUATION FL1654-R22 Polyglass Modified Bitumen Roof Systems, (570) 384-MO Revision20:09/12/2017 Page 3 of 6 F TRINITY I ERD TABLE SA(CONTIPILIED] ROLL -GOODS FOR POLYGLASS MODIFIED BTlUMEN ROOF SYSTEMS .. .�._ ,.._ _ ., .. . ._ ..;:. Type Product Spedficat!on Reference Grade Type _ SBS Membranes ' Polyglass HT Base 650 ASTM D6162 S III Elastobase. __ _ _ ASTM. D61.63 S I Elastofiex V ASTM D6163 5 1 Elastoflex SAV Base ASTM D6163, Table 2 S I Elastoflex SAV FR Base ASTM D6163, Table 2 5 1 Elastoflex SAV Plus ASTM D6163 S I Elastoflex SA V Plus FR ASTM D6163 5 1 Elastobase Poly ASTM 06164 S I ElastoflexS6 ASTM D6164 5 I Elastoflex S6 Type 11 ASTM D6164 S 11 ElastoflexVG� ASTM D6163 G 1 Elastoflex VG FR ASTM D6163 G I SBS Membranes Elastoflex S6 G ASTM D6164 G I Elastoflex S6 G FR ASTM D6164 G I Polyfresko G SBS (sand orpoly-film backed) ASTM D6164 G I Polyfresko G SBS FR (sand or poly -film backed) ASTM D6164 G I Elastoshield TS G ASTM D6164 G I Elastoshield TS G FR ASTM 06164 G I Elastoflex SA P ASTM D6164 G I Elastoflex SA P FR ASTM D6164 G I Polyreflect ASTM D6164 S I APP Membranes Polyflex ASTM D6222 5 1 PolyflexG ASTM D6222 G I Polyflex G FR ASTM D6222 G I Polyfresko G ASTM D6222 G I Polyfresko G FR ASTM D6222 G I Polybond ASTM D6222 5 1 Polybond G ASTM D6222 G I Polyflex SA P ASTM D6222 G I Polyflex SA P FR ASTM D6222 G I Polyfresko G SA ASTM D6222 G I Polykool ASTM D6222 S 1 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trin'ityiERD 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. Exterior Research and Design, LLC Evaluatlon Report P9290.02.0"20 Certificate of Authomation#9503 6r" EDITION (2017) FBC NOWHVH2 EVALUATION F1.1654-1122 Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Revision 20: 09f12/2017 Page 4 of 6 \fTRINIIY } ERD 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 inSection 2.2.10.1 of -FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 26. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over 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 ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1.52 or Testing Application Standard TAS 224. 5.12 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 Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FRC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 Polyglass Madded Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, U.C. Eyaluation Report P9290.02.084R20 Cert4lcate o/Authorimtion 09503 6P EDITION (2017) FBC NON-HWZ EVALUATION FI1654R22 Polyglass Modified Bitumen Roof systems; (570) 3W1230 Revision 20: 09/12/2017 Page s of 6 ,\JRINITIf I ERD 6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non-Fibered Roof Coating; ➢ PG_300Fibered Roof Coating; _ ➢ PG600Non-Fibered Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating; ➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; ➢ PG700QS (Quick -Set) High Quality Elastomeric Root Coating or KM Acryl 25-QS (over granule -surfaced APP or SBS only); ➢ PG800 Asphalt Emulsion Roof Coating; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating; ➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; ➢ Polybrite 70QS (Quick -Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (over granule - surfaced APP or SOS only); ➢ Polybrite 90 High Solids Silicone Roof Coating; ➢ Polybrite 95 Silicone Roof Coating. 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 noted QA agency for information on product locations covered for F.A.C. Rule 61G2G-3 CA requirements 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (314) 578-3405, k.chancellor@us.ul.com -THE 58-PAGES THAT FOLLOW FORM PART OF THIS EVACUATION REPORT - E,derior Research and Design, LLC Evaluation Report P9290.02.08-1120 Certificate ofAuthanzation 99503 157 EDITION (7A37) FBC NON-HVHZ EVALUATION FL36S4•RZ2 Polyglam Modified Bitumen Roof Systems; (S701389-1230 Revision 20: 09JIV2017 Page 6 of 6 f "X ) The followi"notes apply to Me sustems o sad Mrctm L The mot sWam ewluatbn hemN pammsto above-0ec4 roofmmp nens Rm daasaM ev ml members shall be N a Walusswita FSCr tihamentsW Me vtisbsCaa of the AWnrRy Havmgluftictbn. Imd resistance of Me mofdeckshall bedommerued through Pmcermdifad ardJor FBCAppmval documeMtipn. 1 Ins>Wo Wood: sheet fasteMnenrsmshuamg 0b.e75oircsuf p aaa Ierti�goMnfor Me fplberi�derJte�aBemem: teel >Steel: Md01mum0.754rch penelrariona:pjate ba%baa p ateofthe asaa rna wL Y Structural mnaete: Minimum l-Nchembedncnt hrtopRotMbinacmdarrcewrthfaslecetmanu(acturefa puh4xhMinsmllatbnins4uctiok. 3. Unkss oMmwise rated, Inwbt may be any.. by., or mrnbN sn of pollbamanumte, polystyrene, wood fberboard, petlits, gypsumhased mot board W mtnetaFwovl mot boaN that meets the f]A reavire aU fFAG Rule 61G 3aM adca anted as meeting FOC 051 and, fsrmam plasUl F Chepeeri6, whenbsaal tlwhh Me raofc ar. tafvtpr Pes[aNr+MDon M03 (E/a Trim'SyIW EnhrMNn RemrtP9]9011Ro Tcat forW/121 (kstlfimteofAuthmvatidn B95U3 614 Ep1t10N (201])FSCI10Iyi1VRLEVAWA3fOR Redslpn 20:09(13/101] PMpared br. Robert NlemNery PE-59366 Pplyglass Meddled Blfumenlbof5ysttms; (5]O) 3gsl]30 AppeMh 1, Page I of59 QOTPJNITY!ERD q. Mrimum WO pel, rsnNmum 2-Indr Mick lighewxight loualaMm comet¢ may be substituted far rigid isolation board for System Type 0 (mechen.11, attached base sheen, bonded roof ewer), whereby the base shee[famrcrsare stsim0etl emough Me Lwlewengage Mespuaunalsmelorcpmvem tleck. Thestiumrnaldotdull be ofequalorgreaterwnfigd let llthesteelandwthrmdeck fwrmd RoofdadsaM Approval benxhall be lnaaoMarna with FRC requirenrenhm Me satidaction ofthe Authority Navilglurkdiction. Load mesksmnca olthe roof deckxhall be dowmen[M through Draper codifred and/or FBC Approval dtttmenmtion 5. PreBmlreryinsulation atmahmentfor Sysem Type D: Unless otherake added,referto SetGon2Z10.1-3 of FM Uses Preventon Data Sheet 1-29 (January 2016). S Unless otherwite noted, insulation adhesive applisetion retes are a,foOows. Ribbon or bead width is atthe time ofapp0vtiom: the ribbons/beade shall expand as noted in the romfacturels published bubucdoiu. D Hotasplak(HA): Fugmveregeat25-30ms/square. D Dow IWA SIIK Milk fiat lnsubtkn Adheshm(D-IS): ConWuous0.]5m1{ntli widaribbomw, l2-foJlon > Millennium One Step F wwble Adheswe(M-05FA): Continuouso.25 to 5 och wide nLbam, 22-Gxh oc ➢MRiermium PGS Pump Grade M leashed(M-PG11: Contiriwus0.2fim05{s }r wide t36mrs, 12-irW�ot > OMG 01,11oM NO(0BSW): Continuwz0.]Sm1{nN wide r3bom6,12{nNos (PaoaGrtorSpptShoU. Nam oty O ureenmwbeusedwhere OJyBOM"bi Ja .. > owns! Oaals,(OB soak): Fulloswenageatipl/a roue. >[a Adhesive&See laads; O3-20: fnminwus2 35-irrh vdde abons, 12-iruh our. >Nam-- when multiple mars(s) of insulation tad!ranar6pnrdweJmmnmm bmn-appcedadherme, boardlnmershall bexm99ered. D Nam: Tlmmm'mvm ed9edumncafrom the adhmvessblrvsm NeedgeoJJheinwloRonboprdshaflJr rrotlessrhon one-MlfMesperifiedrfi6onssm�nD ]. Unless othemum rested, all lrtulatiolw are flat-smck or nicer board of the mkumum thkknea noted. Tapered polhiw ounam at the following thickness limitations may be substituted with the following Maxunum Design Pressure (MDP) IMimtiore. In rotas shallthese eadmal a tether KMOP I'pmp behw nreets orexteedstiat Ibted for a paNculatayMm In the tables, then thethin earboard listed below may be used as a dmVm forthe epuNalentthirkermaterial listed in the bible: Dh%1aadum One Step Framable Adh,drm(M-0SFAb MDP-15]5pd (Min 05-brh M'rk) ➢MO@minim PG-1Pump Grade AtlJwsive (M-PGS): MDP-16TSpsf (Min. OS "not) D 0MG0FAordNO(OBSOOj: MDP n5.0psf (Minlfm Mirk Mvlti-Ma FAd) ➢ OMG0IYBond500(OBMO): MDP -MSpsi (Min.OS{rcJl tinkle 15O 95+GU D OMG OWnA NO(OBSOG): MDP-315.Opd (MIn054mhthkkEMGY3) > OMG OlyeoM NO(OBMOj: MDP 4875 tad (141,0Shrchtldd AU mll) D 10 Adhe,dees & Seabots M-20: MDP .1175 pd (Mhi1.Wmhtdc4 8. Bonded Dolylax anumne imuetian boards shall be maximum 4 x Oft 9. For mechznica0y attested components, or partially bonded Insulator, the maximum designp. for the selected assemblyshal meet or weed the ]nna l design pressure determined In a®mdanca with FED ehapmf 16, and Tom 2 and 3 dull vnpby an attachment damn, designed by a qualified design profeaknal m resist end ¢Mated .m aheda Commordy used methods am AN51/SPRI 11VD1, FM Inns Prevemion 0am Sheet 1-29, Robfmg AsplkaHon Standard gag 117 and Reateg Appikation Standard IWi 137. Aaembhn marked with an ssftc ' carry Use luni adent M forth in 3 ioa 23.10.1 d FM Loss Prevention Data Sheet 1-29 (humary 2016) for2snw 2/3 enlexemena. 10. Forfully bonded azsemWes,Me maximum deign pressure for the selectedesumbly shall meet or ad tdtical design pressure determined ina¢ord.. with FBCQ pterl6, and no national analysis is permitted. 1L For medankally attached tomporrcma aver eabBng dacha, fasteners shall be mstd in the existing deck for withdrawal reside. A q sakfie l design professional shall review Ma dam for mmpaws m to Me minimum requirements for the system. Testing and analysis shagbe in aaaMaece with MSI/SPRI M-1 orTestirg Appgcation Standard TA5105. 12 F,mmmg suOsbatae In a bonded remverof re -roof Installation, the endandng roofsudam, or exrsmg rwftlxk shall W examined for wmpahbAky and bond perfomanre with the asested adhesive, and the existing roof xyxmm (for mourner) shag be capable of matting project design pressures on Its own marts to the satisfaction of the Authority Hating Jumalkam , as daournamed thlmgh field uplift testing in acosmance with ANSI/SPRI IA-1, A5iM S07, FM Ises Prevention Dam Sheet 1-52 orTesOng AppiioGon Standard TM V4. ]A For Romver Appumbom using SystemTypeD, the Insulation is optional; hovNver, the existing roof system zlall be aukabb for a maamrapplication. 10. Ughtweght lwslatimg Curnaem (LWC) shall be can in aaardarcFo,, F assw1h 0e 191] m the za not refe afte Authodry Hre design shall al be NOmms wham sip ,t a WC k rekrencad, reform current heC ProduG Approval for spec0k dectwnmuGlon and fimimuom. ForsysteRpwhere specific lWC 6not rekrenoed,the mWmum design m4 he 300 psi. In all cases, the mirtimummpcwtthi<kness b 2-indles. FnrlWCaveratraawalmvmm, mfererdebmndam FBDSeaion 191]A1,Pafm1 , Etmdm PesearcEmd Oesipld/p/aTMRy)Etre EraWallan gepat P9290-0RevisbRound20forft1654W2 emtalramofAUNasballon8950 6je FDRION (81P)FBCNON{IyN2E1JAWATIDN n2O OR/]1/201] Prelvred b2. Robert NlemNen, PE-59166 Pdygim ModMedglmmenR Sryte (5Tt)3841 AppMd1,Pege2cfS8 r� ERD lam, TRINIIY Z. UnkssotherMmrmtd,rekrtetmfolbwbtg rderemss for boMd base, ply crap theetappfico '.POLZ .QTn91F1f ROWCMV _ Refemnatve, Mat d AP cation BP-M Bea Ply OneormompN Fobglas G2Base,FBCAIMa ASfMOA6a3,Trmll IBam aM PN sheets, Asphalt- P One or mere pllm Po lass PN N. PeNglaa Ply VI, FBC dA 0217T IV arVI HatAsplult of 20.50 Ibs/sA�re Apdkdl Note: AsybdR jo6edsheettortrmslatbp drW rmtbe woVedt poWMn nolowdroemlroms. Rasa PN Omofi tVWbaaaFd)•BastoflexV, Basmflex S6,Elanoflas S6Typa Pdxglau HTBaa SBSLAI Up PIV Eksmflex VG,Bes oftx 6 G, Elastoflei56G fR, EbstashleHhG, EYsnahuM FR, flC Flasteflex66,mniuo6 �V ��20 SMR(e11dE doflac66 TSG Ff4 PolVhesin GSBS (and-Ierked , PaNfieskoG SBS fi! (and -hacked) GSM Base PN One Etsvtobau(a /ard). MoraftexV, Eta mac W, Flattoflex 56 Tp ll PeNplos at3 zo SBSiA2 CapPN Br;wkx VG, SmtofmVG FR, Batto %, BasNflex%TVpe II, MAoflex56G, E Aotkx56G FR, BastmhieWTSG, BastahWW pj/a ,o TSG FR, P.Wresko G SSS sand -bads P sko G SB6 WAaM clretl Baca PNer PIV One or more pNes Elasmbaa(aM/sard or poN/aM), Rrrobasa P(and/mM arpoN/aM), EWWfkz V, BasioflexM, Bastoflez S6T eB PoNekss HiBase 60 S6TM (SBS. AsphalhApPlied) Co, PN ElasmflezV, BasmFlez VG, EhstaflexVG M, Bastoflex S6, Baaoflac56 Type II, El sooflex S6 G, EI sWn MG F% EkstashieW TS-G, Na[ASPbadat20.a0 Ware EtaslasNeWISG FR. PoNhmkoG50S (aM-0apYetl). PeNBmIm GSBS FR arWmcEdl Npre' theeesmNsulalbnshpBMbeap dm smjmedanembmries. Base Plym PN o�nemmom Piim ElasmbaselaM/mN), Basabau 1poN/WN). ElartoFlesV, BastoflexSy Elaztoflez56rype li PoN HFBase S85-TA TmrdeApPFred (S65,Tmd ppNed) Basmflex V, ElaAaflasW,BasmflexVGFit, GasbflexSG, EGasbfl¢SbType R,ElartoflexS6G, EIastoflex 56G Flt,BaztoshieldiSG, QpPN El hieldT FR. PoskoG SB3(mA-flm backed6PoNfselm G$MFR(po Im backed) Base Ply Om W more pllea BastpRn MV Base• BastoPUSA V FR Base, Bastdkx SAV Plus, E6abflexS VPlasM SB M CogPly BattoFlez SAPFlasmV.MP Pdyet d Self Ad drm (SBS, SeU-Mhedng) odreawlsa mtac4pepnitslbk rpmmmembaarpYsJarSBSbAtpepmihd m Me SBSSA B P)yapdmtsheMlry Mow.Udm Flmtabmrloch/saad)m m#abow Pe,Bsg aefs2.p APPL23 CaP Ply PolyflexG FR eadsa�ore APP-TA BaaP orpl One or morepmeft APP Bate, Pa ;Po M TprrhAmlcd (APP,Torch "W) Up Ply Pe ex, Pd^.G, P.W. G FP, Pobbond, PoNboml G, Paryhako G. P. Wreska G FR O P PaWW SAP Pd M P FP, PaWredoo G SA, PoNimol MP-� Unk. odm-ft mreyper Wble memhmnrsrahm JarAPPM me M-W b theSRFSA Bo¢ PyaPUons h—ft Self-AdheMg (MP.6elf-AdheMg) � Qmmbare (poly/sand) or Bodobow (pdP/Pay). 16. MV of the following FBC Appramd ooatislm maV be applied to the top aof rranbnm widwut adverse effect on the system wtM toad perfortnana. Refer to curtent Rmimg Malerak Ofrectary far fire slings assadated withmaWgvage. ➢ PG3fONen)Lbn¢d PmffaaEng > P©fa Fhercd FmrWBSG > PCEW Menflbaed AlumNum Roet Caatlm, r Pa6wN6emaumwwaFmrraapnr; > Ri)W X�4uaary ElatranvlcPwfOVMgW MIRaylas: > PG]OI:451Nkkse6 xQ�pwery FAsbmericgeolfaaYng«QA Aar12S651brBanAa+urra 1RPP WsasmtlyL' D PGBW NaIuk Fmuhun koorCwtioe; Y Poryy4n6DNemlum xmnFaered ALm�M1uun RwfWWg-. lomNivn RmlCbatig D Pame7 Pr-6 redo LNAurI35F PaMrlte Tp5(m Soo o4..GricnmfCoatitgW > Poryerim]WSITLdIsatl Prtmlum Grale lrW ermulo-svd:edAw WsmmM: > PdyedR9pxi�15dW5SKmeRmf CmaM or Pdybae R511hseRwl(mtbg 4KciwPeaertA end Osys LL4d/b/aTdeitylEtm Evahrrtun RepmIP929a.0208RMiW FLI65aAi22 CeiF7ia@dAutlwr®UonA95® 6s"FDRION Iml� FBCNONM/HLEYA4IATION ReWlan lh 09/12/E11T Oreparedlry: Robert NemNery PEi63ld PoIygl�ModiRd BRuxnReoFST+tesmil5]pj �a-]2B8 0.pm^dbrf, Page3d58 \,l TTRRIN7YIERD ST. Oer¢OvkshaRbefieW-psirred wNSPG100 priormselEadFedsG mzmhreneappRmtion. Refrrm tables Mre'vsfm other pdmi grepulremene. 18. Vapor barrivoptbnsfarus wermmm�'al mnaem dedr followed byadhued Rmdatian mnythe foRowi�Mazlmum DesignPremrre(MDP)IhNm[bne The leffiroitic MDP Rs0ngs bebwvi WsebTable 3A aPWias: VnwaRAxaux.Ov0ore:;StnicioxntCOxome0m;AmsufolrsYMAox rtaTaa[3A '` "b Option Primer VapprR r I=Won Adhesive MDP(psf) Type Afprh V L PG100 Ebsm5la SAVPIus Sett-Adherng fM Sh'kor Oi-3p12-inrhoc. 760.0 VR-2. mm Pulygl Mp Rase To Ppiied Im tkor"-Z%INxh -7&0 V&3 PG300 Efarto .e p SegJ wmg Insb-sox n4nrh. -T .O VB-0. PGI00 mohfl.SAP Setts Mh g Mg nitm One Sup Po sable Adhesive, IN 0c -WS V S. PG100 Elaztoflex SAP Sn%-Adhering a.m. n2 o.c -00.0 YB6. PG]00 ElamnflexMV Rase, flastoflex SAVER Rase, ElastaflmMVPh,ElasmfleaSAVPIuFR Sett-AdFedng Mnlenrvum One Step E amble Adhesive, Mllennium PGl Pump Grade Adhesive. DNRond 500 or Ot-30, ]2-Irch o.c -290A 19. 'MOP'=Maximum Design Pressure tsNeresult oftestilghrwiM bad resi9anre hazed on aibwablexiM loads RefvmFRC3609 fordehrmbationof design wiM bads Ceffif Off mdOazi 9903 d/b/air'vdry(FAD Evabatbn RepoRP9390.02A&P30M MIIZ017 fcRiioteofAu[Fprbatbn g9SW 6s' EDIRON (2011j FB[NONJIVIREVANNIION PeNdon 20.09732/3011 Preparaf bT. Robert Nbminah PE39 Polyg. MadMad Obrmen RonfSy0onmiSMRRL1 AppeMNI, PMo4 of 5g qu T MTYIERD -_." .,�. a'•v r�` ... ,: .. iADLE1F WOODDECRS-NEWCONSERUCTION REROOF(fweOre]ax f:• -' ,` .+ SYSPEMWPEE: NONINSUTATEDMECHANfCALLYATTACHED DASESHEET (wDws&pu1Es]. BONDMROOFCOVER' 6yttem BsseSheN RooffMr(Nateu) MDP nn OadrlNobll Type Fallen AltaN B F?y PAP (PS* W-136 MA 19132- EMsbbase.E .WoeP DeU H. lak;t V=KM-2--7/8)wM DeldastM 12-WO o.e. M a a MPand l2-Brth o.r-htxv 666S1 S Sq APP-8ASB5- SL6� Inch phw (pot'-EEnbp) crTrut rMeW Inol Plate weh Trufast HD 13j.exwlt'spa 1, ffiEgered ¢AterrMn TAMP -TA W137 MIo.19/32- Ela9nbse.EkotoWooP DoU Hea(ab, DNfad PITH-2-7/8)whh DeY 016 12-NNOt N9�ch)aPandl2LWae Flwo Dolylla5A8as APP-TA .5m. ir¢ pt/wood (P*4.wP) orTrufad:3-Metal lrsula P tew hTrufot HD (21.Muallyuoom da�ered¢nbrmma W 138 MM. 19/32- Ebstob ,E6#e P GMG P1et6Pttpm Phta lsquare)rBE RmfgdPo32 u-InNOCNO4I hpandl2tr Mtwo SBSSA sm5 A &%s8— 56P Irrc plyw (pot'-M1fmbp) 12y ¢9uaLy�¢d.R�ased ¢nter¢ws TA APP-TA WM MIn.win- Ehsbbse.Qotob p OMG flat PAQ¢n PIrtalWua¢)WbRapfgdppl2 li-bsNpcNC,iMiaPaM IDMNoe Mtwo pa,I MB APP.TA 1r Pt'wood iWtf- .Wpl (2),equaEy He¢d, st>�emd¢ntumwa ._.. ..`:.. . ;`. . "TADHi16: WOODDECI(S=NEW CONSTRUCTION oHREROOF(TPAR-0FP); " -TEMTTPEr.NON-WSUTATEDr DONOEDROOFCDYED �SYS System Vt�a De6(Notpi] W,00r RoalOmv(Noh]SI , MOP(pd) aaineTreoYotnt Ilex pM Ply by PM Wm nw- -: Ncme AOPSMai1SDt__3A.5��� AP�-58STf EPNwoo3 { Wi 6�w.._y'%) -TAAPpdA hTAAPPTA.. _ 10 MiT1S/32� W-142T f °TgrAPV-TP APRS458S 6uaLA-he9pP�r- AACP_ "Y M W-1a3 Mtn. 15/32- IOptlona�PG10O Ptyswod]oMtsare covered wehaLrcE wldestrl IFlestoRv SAVpb rpm Nto Vaz ox SAV Base or (Opdowq SD SASE SRVAAPP-SA.SGS -975 Irr p1mod pM¢to DeatemnWupps Fond. Elarofl MVMBase TA APPTA TA M"A W-Im MIR35/32- yy85 Noire 50 M (ONloo l) SBSSO.APPSASGL -I6SO Eeh pt'woM T&MMA W-10 MM.16/i2- IOpt�raH PG300 Ft'wpod]oMtsaremreredmth4imAw2e stops of SA VPIas, speed Ldo EtasbllatSAV Phrror IOpibnaQ56T-SAS6L SBSSa,APP-SA, Stti _]35.D 1rc prywopd Ph¢bMeateoanbMdu EOM EMYOBa SAVPIus A! TA, P,TA T&MF-IA W-146 Min. 15/32- (OPb Q w Plswvpd7olntsareaovBred xdh HnrA wHestrfpsof Daft STVPIus..Wlnso pOV ��W IOPtlo.0A TA I APPTA -mo IMAplmocd PlarebrOeaiemntmwubOM EanfbrP olAutm d llaslps LLG d/gaa Trwtyl Elm EwMatbn Peppd P929o.0RevLOoP IPr F111W2012 CenlfbteofABNwimllon 399m 61Y EgilON (2017)MCNfRPNVI0EYl1WAROR ReWsbn N.09/R/2017 Plepo,Mbr.. RobedNwofe P&Sp Poryyes MedBlMORomenRmlSydevq(370)384-7230 Svci A,,nddl,Page21 nfM • El `-,j' 'TRINITY I ERD PO Box 70 Rutherford, NJ 07070 (800)516-1485 EXTERIOR. RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIANSTREET, UNIT #13 SCANN20 OXFORD,CT 06478 BY ` (203)262-9245 .Evaluation Report A42960.30.12-Rb FL16048-R6 Date of Issuance:10/25/2012 Revision 6: 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 and Florida Building Code, Residential Volume. The products.. described herein havebeen evaluated for compliance with the 6t° Edition (2017) Florida Building Code sections noted herein. DESCRIPnON: TRI-BUILT Roof Underlayments LABELING Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report: is validuntilsuch 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 r preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be donein its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be: available for inspection at the Job site at the request of the Building Official. This Evaluation Report: consists of pages 1 through 6. Prepared by:. Robert J.M.Nieminen, P.E. Florida Registration No. 59166 Florida 0C4_ANE1983 nefnsimitaeMaPMadnewas aM.Med b, Robert Nieminen, P.Een 03/2S)Nl). Th'vdon rotxerveasanekcironiolly xigned 1. Trinityl 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. Trinityl ERD is not owned, operated or controlled byany company manufacturing or distributing products it evaluates. 3. Robert Nieminen; P.E. does not have nor will acquire,:a financial interest in 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 financialinterest in any other entity involved: in the approval process of the product, 5. This is a building code evaluation. Neither Trmityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any projection which this Evaluation Report, or previous versions thereof, is/wasused for permitting or designguidanceunless retained specifically for that purpose. 'TFUNITYi ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a -request may be made to the Authority Having Jurisdictionfor approval based on this evaluation combined with supportingdata for the prepared roof covering. -5.5 Allowable Roof Covers: Underlayment.. Asphalt I Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles Tri-Built Sand-R'SA Shingle Yes No No. No Yes Yes Underlayment -- Tri-Built S/AHTTU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1. Tri-Built Smooth HT S/A es:_-----Yes-----.r-Yes -Underlaymen4--� -v - ' 5.5.1 "Foam -On Tile" is limitedto use of the following Approved tile adhesives./ underlayment combinations. TABtE 1A ALL04VA13LETIUi ADHESIVE/UNDERIAYIUIENTCDMBINAAONS = Adhesive Florida Product. Approval Underlaymems ICP Adhesives Polysete AH-160 FL6332 Tri-Built S/A HTTU Underlayment Dow TileBond'" FL22525 Tri-Built S/A HTTU Underlayment S.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-BuiltSand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment. or Tri-Built:Smooth HT- S/A Underlayment applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41. primed. Southern Yellow Pine; ASTM D41primed structural concrete. Whilenotrequired over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is notslated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC. requires tongue -and -groove board decking be covered with.. plywood or OSBpriorto installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-R. SA Shingle Underlayment, Tri-Built S/A HTTU Underlayment or Tri-Built Smooth HT 5/A Underlayment applied to: ➢ Dens Deck Prime; SECUROCKGypsum-Fiber Roof Board. For installation under mechanically. attached prepared roof coverings, insulation shall be attached per minimum requirements of the,prepared roof covering manufacturer's Product Approval. For installations under foam -on tile -systems. (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by qualified design professional and installed !lased on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. i Refer to rile Manufacturer's or Adhesive. Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLE.. Evaluation Report A42960.10.12-R6 Cenrf7cate of Authorizadon"503 eTM EDITION(2017)FBC NON-NVH2 EVALUATION Ft16048-RG TRI-BUILT Roof Underlayments;.(800) 516-1485 Revision 6:09/2512017 Page 3 of 6 TRINITY i ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product CategoryRoofing Sub -Category: _ Underlayment_ Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, .LLC, have demonstrated compliance with the following sections of the Sth Edition (2017) Florida Building: Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. - rl 3. STANDARDS: Section 1504.3.1 1504.3.1 1504.6 1507.2.4 / 1507.1A, 1507.2.9.2 1507.3.3 REFERENCES: Enti ERD M6049) ERD (TST6049) ERD (TST6049) ERD (TST6049), ERD (TST6049) ERD.(r5T6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049). ERD (TST6049) ERD (TSf6049). ERD (TST6049) UL, U.C. (QUA9625) UL, I.I.C. (QUA9625) Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical: Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality: Control Quality: Control Standard FM 4474 UL 1897 ASTM G155 ASTM D1970- FRSA/TRI April 2012 (D4-12) Reference S40540.02.13-1 S40540.11.13 S40540.03.14 S44870.04.14-2 S44870.04.14-3 S44870.04.14-1 S44870.04.14-4 S43530.02.14-1-111 S43530.05.14 S40540.10.14 SC7645.0215 SC8520,04.15 SC14045.05.17-R1 Multiple -Listing R16814 Service Confirmation Year 2011 2012 2005 2015 2012 Date 02/19/2013 11/19/2013 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 OS/14/2014 OS/28/2014 10/31/2014 02/13/2015 05/27/2015. 06/07f2017- 12/10/2015 Exp. 07/18/2020 4. PRODUCTDESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS. modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1976. 4.2 Tri-Bullt.S/A HT TU Underlayment is -a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM :D1970.and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a. self -adhering, .glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment;, meets ASTM 01970. S. LIMffATIONS: 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 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this produce. Exterior Research and Designs U.C. Evaluation ReportA42960.1012-R6 Certificate of Avthorization"503 bra EDITION(2017) FeC NON-HVA EVALUATION F116048.R6 TR11-BUILT.Roof Underlayments; (900).516-1485 Revision 6.09/25/2017 Page 2 of 6 PTRINITY ERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built.S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlaymentapplied to: ASTM D226, Type -I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile. systems: (Tri-Built S/A HT TU Underlayment only); base layer shall. be. attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for 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 theunderlayment forms part of :the load -path. The following wind uplift limitationsapplyto direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are usedin 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- passingpressure divided by (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, Tattle 1A or FBC1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-BuiltS/A HTTU Underlayment; self -adhered. #2 Maximum: Design. Pressure -.-67.5 osf- Deck: Structural concrete to meet project requirements to satisfaction of Authority Having. Jurisdiction. Primer: Soprema:Elastocol. 600c Underlayment: Tri-BuiltS/A HTTU Underlayment, self -adhered. #3 Maximum Design Pressure:=-150.0 osf Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywoodshall be thoroughly cleaned to remove dust and .debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with. the. surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR_ PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are.. no voids/bridging at side and end -laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet. project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra.G mechanically attached with nails (FBC1517.5.1) and tin caps (FBC.1517.5:2) spaced 6-inch o.c.;at..the 4-inch laps and. 6-inch o.c. in three, equally spaced rows in the center of.the sheet. Underlayment: Tri-BuiltS/A HTTU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 CerbTicareofAuthomadan#9503 a"EDMON(2017) FBC NON-HVH EVALUATION-FL36048-R6 TRI-BUILT Roof Underlayments; (800)516-1485 Revision 6: 09/2512017 Page 4 of 6 Q�i'RINITY1 ERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012.(04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an -attachment -density designed -by a .qualified design professional to resist -the -elevated pressure criteria. Commonly used methods. are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117,. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM. Loss Prevention Data Sheet 1-29-(January 2016).for Zone 2/3:enhancements. 5.7 :Exposure. Limitations: Tri-Built Sand-R'SA Shingle Underlayment or Tri-Built Smooth HT s/A Underlayment shall not. be left. exposed for longer than 30•days after installation Tri-Built S/A HTTU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Sliooaee Limitations.(TAS 103 per FRSA/TRI April 2012 (04-1211: Whenloadingroof "tiles on the underlayment in direct -deck tile, assemblies, the maximum roof slope shall be as follows., These slope limitations can only be exceeded by using. battens during loading of the roof tiles. d;=TABLE'2.TILE$ttPPACiEiIMRAT10N5 FOR DIRECT DECKTILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile. stack 6:12. Lugged Max. 10-tilestack 5:12 Max.10-tile stack (bottom 2-tile stack shall be inverted, followed by a tiles high 6:12 on slope, asshown.below) 7 Tri-Built S/A FfFTU Underlayment` 2 [ Lugged kr �A Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6 Cenifrmre ofAurhonzotipn 119503 6?" EDITION (2017)FBCNON-HVHZ'EVALUATION F116048-Re. TRI-BUILT Roof:Underlayments, (800) 516-14115 Revision 6: 09125/2017 Page 5 of 6 ,ITRINITY I ERD 6. INSTALLATION: - 6.1 TRI-BUILT Roof Underiayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations .set forth in Section 5 herein and the specifics noted below. - 6.2. Re -fasten any loosedecking 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 Tri-Built Sand-R SAShinRle Underlayment Tri-Built 5/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with. the requirements for ASTM D1970 underlayment in '.FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3:2 Non -Tile applications While priming is optional, TRI-BUILT Materials Group; LLC recommends priming the deck if the final roof cover is not stated for installation within 24 hours. Apply sheetparallel to the roof edge.. Roll out approximately 10 ft of membrane and peel back the first 3. ft of release. film. .Adhere the exposed part to the substrate and unroll the remaining membrane. as far as possible. -once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand -press -the membrane into place to achieve a bond. Horizontal seams should be minimum 34nches; configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ftfrom vertical seams in the course below, sealed in accordance with. TRI-BUILTMaterials : Group, LLC requirements... When installing at slopes above-8:12, TRI-BUILT Materials Group, LLC recommendsback-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment 4to6 foot. lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of they valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and 'work upward. 6.3.3 Tile Applications (Tri-Built S/A HTTU Underlayment only): Reference: is made to FRSA/TRI' April 2012 (04-12) .Installation Manual and Table 1 herein, using the instructions noted above asaguideline. For foam -on tile.applications, reference: is made to Section. 5.6A herein for wind resistance limitations that falloutside the scope :of FRSA/TRI April 2012-(04-12). Tile shall be loaded and staged in a manner that. prevents tile slippage and/or damage to the underlayment. See. Table 2. herein, and TRI-BUILT Materials Group, LLC: published.: requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to _properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENm: - UL, LLC—QUA9625; (314)i578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design. U.C. Evaluation Report A4296010.12-R6 Cer*mte of Aurhonzation#9503 6T"EDrnON(2017) FBCNON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Undedayments; (800) 516-1485 Revision 6:09125/2017 Page 6 of 6 CREEK Certificate of Authorization iNo.nb 2gh Dr 17520 Edinburgh Dr Tampa, FL33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 61" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 2017 West Street Joplin, Joplin, MO 4801 6 FILE COPY Manufacturing Plants: (417)624-6644 Joplin, MO � \it -r 1 Q -©"3 �"1 Phillipsburg, KS Frederick, MD Dallas, SCANNED Tuscal000ss a, AL BY Quality Assurance: UL LLC (QUA9625) St. Lucie County SCOPE 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 Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP-043-02-01 TAS 100 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) 10CA50498 ASTM D 3462 2010A UL.LLC (TST9628) IOCA64882 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 Stale 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. 0EEK TAMKO BUILDING PRODUCTS rS Asphalt Shingles TECHNICAL SERVICES. LLC PRODUCT DESCRIPTION Elite GlassSeal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (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, 3-tab 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 39-318", 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 13-1/4" 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 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 7168, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 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 complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-318", 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 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 TECHNICAL SERVICES. LLC INSTALLATION Elite Glass -Seal® Basic Wind Speed (Vul): (Frederick, Joplin & Basic Wind Speed (Va,d) Tuscaloosa) Deck (HVHZ): & Glass -Seal - (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) Nailing Area TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 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 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. 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. Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -7/ge i-1/S" TBP15001.4 FL18355-R4 Page 3 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. REQ,T K TAMKO BUILDING PRODUCTS a Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed (Vint): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (Vasd): 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. 15132 in. plywood existing (Dallas, Frederick construction. Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): Inaccordance. 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 manufacturer's 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 manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAILZONE ��. /GOMMON BOND EXPOSU RE 6-618" 1" II-- 12-1/21'-t-� 12-318" -+► -- 12-1/21--►I �-1" Figure 3. Heritage®, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON ti< . � BOND EXPOSURE 5-518" 1'� I` 7-11112"-►�f-7i1-1I2" 11� 7 f�V18".►Ii-1 7-112"If �7-111{2"-►� Jai" Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation reportis 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 1z� �7-1/2'+7-1/2'+7-3/ +1/2+7-1/2&� �-1 Figure 5. Heritage® Woodgate 6 Nail Pattern TAMKO BUILDING PRODUCTS Asphalt Shingles ZONE/ MON BOND ? i I Common Bond t FASTENERS I a / ? t i n 1 7=i Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern LOCATION 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 TBP15001.4 FL 5 of 11 This evaluation report is provided for Stale 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 ether product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC Heritage® Premium Basic Wind Speed (Vvit): (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. ZONE/ MON BOND 1"-►I--11"�a-- 12" �-1" Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) 51, BOND 51/2" EXPOSURE 5" 1 " 'I �g1h—'Ir" — 9 g1/2" J I*-- 1 Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation reportis 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 TECHNICAL SERVICES, LLC HeritageO Woodgate Basic Wind Speed (V„ n): (Frederick) Basic Wind Speed (V.w): Deck (Non-HVHZ): Underlayment: Min. slope= - Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph 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 FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. ZONE/ NON BOND —C�1T EXPOSURE 5" f j + TLA �— 11"—+-12-3/8"--+— 11" -- [-1" Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) 5- ON0 v—� Ef-9.1/2"-0�3'tilf-9�/8"—►If"3'4�-9-1/2"-►I �11-1" 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 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 TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (Vmt): (Phillipsburg) Basic Wind Speed (Va,) 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 manufacturers application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions, Shingles shall be attached using either "5 Nail Pattem" or "6 Nail Pattern" detailed below. sposure M4h —IDYT� �IDY6`� Figure 12. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage® Vintage® 6 Nail Pattern TBP15001 A FL18355-R4 Page 8 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. CREEK TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V„it): (Frederick & Joplin) Basic Wind Speed (Vasa): 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. 15132 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. Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed add shall be away from the prevailing wind. . Direction prevailing wind exposure Figure 1 Fastener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.4 FL18355-R4 3posure I his 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 (Vvlt): (Phillipsburg) Basic Wind Speed (Vasd): 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. 15132 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. 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 ISM,AN 1311LIM3 <Mhere y�rrt Stan 6 exposureFigure I i„ Faster Figure 2 rrgure o Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.4 FL18355-R4 10 of 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. PODUCTS _ CREEK TAMKO BUILDIANP altShingles TECHNICAL SERVICES. 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, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. No 74021 3 STATE OF :�rL ........... N A �C1,`�� 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. .4 END OF REPORT FL18355-R4 of 11 I his 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, rebommended use, or other product attributes that are not specifically addressed herein.