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Home My WebLink AboutProduct Approval Regulation rAMOM OWN= Busi11�5Prof I COMMUSM ,rctuveo Product Manufacturer Gulf Coast Supply&Manufacturing, WC. Address/Phone/Enna(! y4=S.W. 449th Street �� t in•r3e hOe l�f•L 322 (352)498-7852 ray¢.„guifcoastsupply.com AuUlorized mature Ray Bowen ray@gulfcoastsuppty_aom i ecrinical Kepresentative Address/Phone/EmaV Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Lkensed Florida Professional Engineer ' Evaluation Report-hardcopy Received Florida Engineer or Arr.ffitect Name who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Dane 04/12/2024 Validated By Locke Bowden V Validation Checklist-Hardcopy Received Certificate of Independence B-11651 Ri COI Letter gfC,rfif,adf R.11651 R11 COI Letter of Name chanoe.odf Referenced Standard and Year{of Standard} Standard Year FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By h":1MorW&jW4Mj1pr4V QWDWQFcSQ962f1'rZeCS'tlWAWI w97Hcg'3 ft7rS2rj&gBAlZv%0%3d%W 115 1'14/2DI5 Florida Build riq Code Onfir e �ecttons from the Code Product Approval Metmoo Method 1 option W Date Submitted 021151201:. Date Validated 02/23/2022 Date Pending FBC Approval 02/29/2012 Date Approved 04/03/2022 SsAr " II !I r# r-Oinpage tea a r w Cti mp 5 t*staff r aeReaesg comet S01`P>yeaa s 811651 111 11 Alum S V OlimoDetaiis odf #E VI!S 'W-Twremm lv lam,Pte.44923 t Cngftdbrfi 11116dPIMEW-YeS - } # g_t1651 R1 Alum 5V Q:jW Panel over.5 Plywood �deiais 3btt ae�itaf FZ2 NOIWHVHZ Roof2Li10FormsLo f F f Ram-momium Qff il,* x$37"N OM IEft IW Iftle Rm*Par&mw #IriYmm lXd FU16% RI IT Alum.Gtdf Lok over-5 Obagoodftn HVHZ 4Afsiie ties _ mm 1iF-Tammm E.WaWr_RJE 44%B QNllbte�-552.Spsf�t's3f/l�+�.ila�e�t!rsieritg,.-3I6.iQ>i� � @ 5W mr-F SpatbW 3esamperms ! fuIL651 RI AE Alum Gdf lock over 15-32 Plywood R� dt latfisr�eiia9il�7�3tores €2010 fomtatodf 9 Camukd'ir'm -1 11 Tumd Pamr-Ills 22�L3 1'l�eR�mE laiG1[ I` its.#�F�36r�{,�`�>�flo6€lac 15p/3t' tFLI651 R1 ff 1 Meeh Lock 24 col over-5 ply HVHZ vftwnld 1*-- ll:W*AFP-Px_APOW3 7LOp�g2s'c�caffp-,qwKftW-1�5@aF@ Es r-CRO swadoJ-I%XA per IF I dwwml--.fiar me in a 1 151 RI AF t Mech U)ck 24 ga, over_S Ptgwpw_Z !llYEtZ 7>vaes Roof 2010 formatadf 23AZIA 8.#1132`lliaims IW Wft Rmt Panel avrts� iAppe iac asieiiA>ll x F1.1651_RI H ?in Mech Lock Alm aa_wffss- Appre�+iirr aloe rrl�iie iA1lr�Mhs VleiHF Te-*Dm a VAtift,PX.44923 CIONOWS FAlM"IftwIV--Y&S Rll rt � .c]$ - Q#p` 811651 RI 1F 1 Melt L.odc Alum over St Plvwond HVHz O-C-Clip spallow iia per E 2e6 ldstm-mr.i"ar we is Roof 2010 formatodf 111WIZzoom!r Cinaledby ,-MWMyes Appmm* iiMtlWML-V45 F1 I651 111 11 24 go 1,inShap rock over.5 Riywood HVHz Ii■pt#iaroullftwx ltaiTmeme EWak�P.E.4M 104isigsl�aee 44*1-13.lg c4saei IN 11dwill Flarlies Oft=-mW-3wFO:Ar— cl0ip spawcarp .@ psf @ s iewamft a-C-e6g�-B-Rau,NEW smograwswas OWNS lb ie R I11M t AE 1X Snap rock 24 ca over 5 p[vwoW HVHZ Roo 2Mn formatodf Cmftd by 'lam ftn%--vm 35 ,� ,. - 1' 4 ,. �, 1 r �' 1 1. .� � :' � I � :� ! J � e� I r �j 1. J �,� rl w q I i c' �1 � 1 t M. A r x r li l -�� r �. ' � ;_ -. � 1, f 'N i I� Mt i '. � � 1 h .i � � � ! � ', ` 1 � i .. V x r. N. _ � 1 �, i'� i 1 �1 A 1' .1 �:r �1 �Y 'i. j I � 1 i it � I rt 1'. I 1 1 +r 1 ,w I y 1 �` ..; t is �� ;, .r ,r .r rr 1 N � 1 E'` 1 � ,: r 1 �, y (' 1 ' i' I� « I� N � =1 � ii ,) 4E r ; '' r `� � �' +: 1. t M � � �' � 1 ri 'I �. 1 � 1 ti ., y 1' .i w � 1'. .1 t, Y 1 - ,` c• 1 r' ..' M� .� rr r' � 1 � t .. a r' * W - � rl * �, r� 1 r� � r� _- r �� MI i .. ■1 x. ■� 1^ /+ rl ly i` 1. J' 11 Y 1' I' � , i . 1 = li 1 If � r�� 1 ,"� � 'r C G � —� � i �, ♦ t ,� n r r• 1. r. ,� ,, a, ,� t+ � � _ '_ _ �} �,� � 1� �� I. f 1 r �r �I p .t P. 1� i l' y 1 _ �, � 1` �� r` � n rr �. r �, 1. 1". -�. I f� 1, 1. l; � �. � � I P �. 1' Yr 1' i +1, 1 1' i, t I L r � � x�. � 1: r: 1 IA r: 5. i, � 1' '� t j' yl r. � r 1 r � ;' � L r. `. �p ► ;, t � h F 1 � 1. li "�. ti �. 641 h { � it� f I#� � �P 6 �[S� �P I [g f±5 � �� I� p �� f►1�� ; � ��;�� p ., [Ito a ' fill � e. o , wt f k � 1 Force En&ejing&Testing Inc. 195oRzmblcwood IMm Humb&e,TX InM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC, 26 Ga.5V Crimp Roof Panel over 15I32"Plywood Florida Product Approval#11651.13 111 Florida Building Code 2010 Per Rule 9N-3 Method:1—[i Category:Roofing Subcategory:Metal Roofing Compliance Method:9N-3.00S(1)(d) NON HVHZ Product Manufacturer: GULF COAST SUPPLY&MANUFACTURING,LLC. 4020 S.W.449"Street Horseshoe Beach,Florida 32649 Engineer Evaluator: Terrence E.Wolfe,P.E.#44923 Florida Evaluation ANE ID:1920 Validator: Locke Bowden,P.E.,FL#49704 9450 Alysbury Place Montgomery,AL 36117 Contents- Evaltiation Report Pages 1—4 tassarat'r,'r C E xse 50=4F -6 # Ulu A Ass or talks 2D12 Force Engin ejing&Testing Inc. 19SM Piumd4ewood Dsivv Numble,TX 77339 compliance Stmmm;t: The product as described in this report has demonstrated compliance with the Rodda Building Code 2010,Sections 1504.31. Product Description: 5V Crimp Roof Panel,26 Ga. Steel, 24" coverage, through fastened roof panel with fasteners in the panel flat over Min. 15/32" Plywood decking. Non- Structural Application. Panel Material/Standards— Material: Min.26 Ga.Steel,ASTM A792 or ASTM A653 G9.0 conforming to Florida Building Code 2010 Section 1507.4.3. Paint finish optional Yield Strength: Min.80.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2010,Section 1507-41. Panel Dimenslon(s): Thickness: 0.018"Min. Width, 24"Coverage Rib Height: 3/r major rib Panel Rollformen Metal Roliforming Systems Panel Fastener. #9-15 x 1-112" Woodgrip with sealing washing in the flat of the panel or approved equal,Wminimurn penetration through plywood. Corrosion Resistance:Per Florida Building Code 2010,Section 1506.6,1507.4.4 Substrate Description: Min.15/320 thick,APA Rated plywood over supports at maximum 24!'O.C. Design of plywood and ph-wood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2010. Deskn Uplilit Pnwsures: *tIe*PFN� ftdwfta Fatow-211L -•10, V C E illse ago, z -4r Z' �r.aire his 4r 011AIL FU 116511.13 21 Feb�gig Force En&eckng&Testing Inc. 19-S3o AxwUmood Drive Humble,TX 77338 Codecamphoom The pwductdesaapedhenmhasdonamZ-dl edcmvWkwice*lth rhe Florida Building Code 2010,Section 1504.3.2. Evaluation Report Scope.* The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010,as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1997-04-Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.117-0053T-05&117-0331TM 2. Certificate of Independence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization#ANE ID:1920) Test Standard Equivalency. 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Flodda Budding Code and Rule 9N-3.005(3)for manuftKitift under a quaky assurance program audited by an approved quality amurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010,including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12,lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Underlaymerm Per manufacturet's insmliation guidelines per Florida Building Code 2010 Section 1507.4.5. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm- Shear diaphragm values are outside the scope of this report. ,%%*%%a glass C Ifs SUMEOF :or Z .4W 0 �102ri -. A 's WIP, Oil stage, 551�1&101 FIJ 11416511-13 R1 FeWUary 22,2012 rv+ 07 Nq � " w y e � ► dye 4 aV CL o R W w. 4.kd.r + � .aWtN�FAPnk , �\\�MV ^ ,�MrrMPWa4Ylinv. ,�tupr4atx,Y+W Nrw+r�W MMl, , OP SN ok {yam} �y P•'+"�r'� YP y:1e{!,'l..ta"w.AM��Y,NM1r,pM`I Y'�"1\1V,rMMth•� .. Mme. , JY t i vy�2 1 aW � SOON OQ\,f CONS! 0 x;(*' P{ VIC Its oil EB �� .. 4r28Z015 FlW mft Bt>d6ng Code Online KORIDA NOW~OF Business & t l d Atid Flor da Department ftHrnffi Lag at wg,r or, Hialt 7apts tt -� s fFa>ft Pidlmcws FffC Sftaff Sfk.,Vw u nks Business Professitna{ , " "°"a' W Usm�Pdbbc User Regulation Product Aoorov I Menu>Product or Aodication Search>Aoolication List>Appiotion Detai « •i� fIFL,# FL5259-11122 Applucaltiion Type Revision Code Version 2010 ApplKaboan Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer » Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/01/2017 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL5259 R22 COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2001 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2002 ASTM G154 2005 ASTM G155 2005 httpsl/floridabLilcirg.orgtpr/pr_app M.aspx9Wam=wGEVXQwtDgvbSgWp3Crk2vS%2feg0lipx8OgxmYerJSrrNVv9M9Bbg%3d%3d 1/2 4/282015 Florida Building Code ONine FM 4474 2004 FRSA/TRI 07320 2005 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/25/2015 Date Validated 02/26/2015 Date Pending FBC Approval 03/02/2015 Date Approved 04/15/2015 Date Revised 04/24/2015 Summary of Products FL Model Number or Name Description 5259.1 Potyglass Rolf Roofing undelydaymen s Umdelrl4ymieffts Lints of Use Lstaillation Instructions Approved foruse irHVHL-Nlo FL5259 R22 II 2015 02 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ Yes R22.odf Impact mane-liu//A YerrilFded By:: Raberttt Nie mit elm PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third(Party:Yes Other-1.)The design pressure in dies Evaluation Reports application relates to one paiticdar FL5259 R22 AE 2015 02 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- undedayment system(ever cnmorefte deck)IFolr R22.Did use under foam-on tilde system(where the Created by Independept Third Party-,Yes underiayment forms part of the load-path).. Refer to ER Section 5.6.4E far other systems, other deck types and associated)maxrmern design pressures.2..)Re ffer tID BR Seatom 5 fferr other limits of use. 0 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S. must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: WN E sccurity.m 1.TR ic, OREM httpsJ/fforidabLil(Jirg.orgV/pr_app o.asps?pwam=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipx8OgxmYerJSrrNVv9M9BW/o3d%3d 2/2 EXTERIOR RESEARCH&DESIGN,LLC.. Certificate aAaafionaat;on Jl9503 '�'�/ 353 CHRISTIAN STREET,UNIT#13 s TRINITY 1 ERD OXFORD,CT 06478 PHONE_)203)262-9245 FAX_(203)262-9243 EVALUATION REPORT Pow USA,Inc Evaluation Report P12060.02.09-R17 150 Lyon Drive F 5259-R22 Fernley,NV 98408 Date of Issuance:02/24/2009 Revision 17:02/23/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 2010 Florida Building Code sections noted herein. Dew=mm: Polyglass Roof Undedayments; LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 11. Prepared by: :4= The facsimle seal appeanng was authorized by Robert Nieminen,P-F-on 02/23/2015 Robert J.M.Nieminen,P.E. This does not serve as an elecuonrally signed document. s 4�'FS'"•• ;- te sealed hardcopies habeen transmitted to the Florida Regi tmm No.59166,Florida DCA ANE1983 J,; �,v'` Product Approval Adnanistratu and to the warned diem CEI FlICATUM OF II1NEWPENDBICIE: 1. Trinity IERD does riot have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates_ 2. 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 beteg issued_ 4. Robert Nieminen,P.E_does not have,nor will acquire,a financial interest in any other erriity involved in the approval process of the product. 5. This is a building code evaluration. Neither TrilrtitylERD nor Robert Niernninen,P.E.are,in any way,the Destner of Record for any project on which this Evaluation Report,or previous very thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFIii1G COMPONENT EvAum ION: 1. SCM: Product Category: Roofing SuaCategory: Underlayment Compliance Statement Roof Undedayments, as produced by Potyglass USA, Inc, have demortstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006 1507.8.3,1507.9.3 1507.2.4,1507.2.9.2,1507.3.3,1507.5.3 Physical Properties ASTM D1970 2001 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2002 1504.6 Accelerated Weathering ASTM G154 2005 1504.6 Accelerated Weathering ASTM G155 2005 1504.3.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TR1 07320 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: 90titt Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRIO1111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties JX201-17A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1137 Certificate ofAuthoriration#9503 FL5259-R22 Revision 17:02/23/2015 Page 2 of 11 i TRINITY"ERD Erdft 6mudinatioe Reference oohs ERD(BST 6049) Wimd tUOiiff P3969MM.13 0W kTST U ft"94 Rapeamies F1 n3M"1J3 04t2fiAM3 ERD(TST 6049) Windupw P1738.02.(Y7-R2 04/29/2013 ERD(TST 6049) Vdkd u pw t 11757.04.01-14R1 04/30/2013 ERD(d5T 6049) Wimdl upaift P41630.0613 08/06/2013 ERD M G9) WMd U011flt P11751-G52341 1X26/2013 ERD(TST 6049) Wod Upbllt P117BLIL03-R1 11/26/2013 ERD(AST 6049) Physicall Prope — P45270-05.14 05/12/2014 ERD(AST 6049) PlrysitA Peoperti«. 07.14-1 09/08/2014 ERD(M x' Pl pkcaII Rioperbes 6020..09-14-2 09/043/2014 ERD(TST 6049) Physical Properties 6020-09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09-14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020-09.14-5 09/08/2014 ERD(BST 6049) PhV-9 Properties 6020.09.14-6 09/08/2014 ERD(AST 6049) Physical Properrties P46520.10.14 10/03/2014 ERD USB 6049) Physical Properfies P44360_10.14 10/07/2014 ERD(AST 6049) Physical Properties P43290.10-14 10/17/2014 ERD(AST 6049) Phyvsll 11'7oper t- PILVCi 5C75%14 11/25/2014 KC-ES(EVIL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 1592) HVHZ Cornpiance NOA 14-0717M 01/22/2015 Polyglass USA Manufacturing AWKIlavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation,R14571,2QA Exp.08/08/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlavments: 4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet. 4.2 Self-Adhering Underlavments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface;meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly-film surface;meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface;meets ASTM D1970. 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced, with a granular surface;meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222. 4.2.8 Polystick Dual Pro- is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.9 Polystick Tile PrOTI is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.3 Mechanically Fastened and/or Bonded Underlavments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen Cap sheets;meet ASTM D6222. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R37 Certificate of Authorization#9503 FL5259-R22 Revision 17:02/23/2015 Page 3 of 11 i TRIN-ry ERD 6.4.4 Two(2)Ply U ayrnent .. 6.4.4.1 Polystick MTS or MTS PLUS followed by Polystick MTS,TU P,TU Plus,TU Max,TilePro or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. 6.4.4.2 Polystick MTS PLUS followed by Polystick TU P,TU Plus,TU Max,TilePro or Polyflex SAP is allowable for use under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex S6 G or S6 G FR: 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition,and Table 2 herein. 6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, and off set end-laps minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications,reference is made FRSA/TRI 07320/8-05 Installation Manual,Fourth Edition,and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully torch-applied to the substrates noted in Section 5.5. Side laps shall be minimum 3- inch and end-laps minimum 6-inch wide,and off set end-laps minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI 07320/8-05 must be used on all roof slopes greater than 7:12. Precautions should be taken as needed,such as the use of battens or nail-boards,to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 6.7.4 For nail-on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged the regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty- eight(48)hours. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 1312060.02.09-1117 Certificate of Authorization#9503 FLS259•1122 Revision 17:02/2312015 Page 11 of 11 TRINITY ERD S. LwiffATum: 5.1 This is a bum code evaluation- fleitlhm Tdnity)ERD nor Robert Nierninen, P-E_are,in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: Tma L-Row Cava OmoNs neaAhk Onle rwOn liaWood SieeDdeveet Wa Eastohase I Yes res Ppo lies res res Elastobase P Yes Yes No Yes Yes Yes Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes 4dysSickYR-Xe Yes 440 440 440 Yes `Ses Polystick TU P ! Yes Yes Yes No Yes Yes See 5.5.1 i Polystick TU Plus I Yes Yes Yes Yes Yes Yes See 5.5.1 Polystick TU Max No Yes Yes Yes No No See 5.5.1 Polystick Dual Pro ! Yes Yes No Yes Yes Yes �l 4o4rsSickTiie4ro I Y� Ves Yes es See 5.5.1 I Elastoflex S6 G Yes Yes Yes No Yes Yes See 5.5.1 Elastoflex S6 G FR Yes Yes No No Yes Yes rp'o lyflex G Yes Yes Yes No Yes Yes See 5.5.1 Polyflex G FR Yes Yes No No Yes Yes Yes Polyflex SAP or SAP FR ' Yes Yes See 551 No Yes Yes Mule4 ide SA-APP Cap Sheet or SA- Yes res Yes No res Yes APP Carp Sheet(FR) See S-5-1 5.5.1 'Foam-On Tile"is limited to use of the following Approved file adhesives unless tensile adhesion/long term aging data from an accredited testing laboratory is provided. ✓ 3M—2-Component Roof Tae Adhesive AH-160&nne►y PbWbon PbtyProAH16ar Polystick TU P,Polystick TU Plus, Polysfi&TU Max, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)or Tile Pro. ✓ 3M—Foam Roof Tli a Adhesive RTA-1: Polystick TU P,Polystick TU Plus,Polystick TU Max,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyfleit SA Cap FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)or Tile Pro ✓ Dow TAeBond: Polystick TU P,Polys"TU Plus,Polyflex SAP or Tile Pro ✓ Convenience Prod ucte Touch In Seal StormBond Roof Tae Adhesive: Pock TU Plus,Polystick TU Max Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R17 Certificate of Authorirotion#9503 FL5259-R22 Revision 17:02/23/2015 Page 4 of 11 TRINITY ERD 5.6 Alllowable Substrates: 5.6..1 Diirea-BondttoDeck. Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: ➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete;Huber Engineered Woods"ZIP System"Panels(designed and installed to meet wind loads for project). Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or G FR torch-applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond-to-Insulation: Polystick,Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered to: ➢ ASTM C1289,Type 11, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or G FR torch-applied to: ➢ ASTM D41 primed structural concrete;Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4470,Appendix K or TAS 114,Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver: Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self- adhered to: ➢ ASTM D226,Type I or 11 felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D226,Type I or 11 felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Polyflex G or G FR torch-applied to: ➢ Elastobase;Elastobase P or Mule-Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on the systems, refer to Section 5.5.4 herein and FRSA/TRI 07320/8-05 or RAS 120. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R37 Certificate of Authorization#9503 FL5259-R22 Revision 17:02/23/2015 Page 5 of 11 i TRINITY ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam-0n Tile Applications FRSAITRI 07320 does not address wind upift resistance of all undedayment systems beneath foam on the systems„where the underlayment forms part of the load-path. The following wind uplift Yimitations apply to undedayment systems that are not addressed in FRSA/TRI 07320 and are used in foam-0n the applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind bads Refer to FBC 16091.5 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.2 Maximum Design Pressure=-135 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.3 Maximum Design Pressure=-315 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Tile Pro,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.4 Maximum Design Pressure=-622.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.5 Maximum Design Pressure=-30.0 psf. Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with 11 ga.x 1.25-inch long x f- inch head diameter round metal cap nails spaced 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2) equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.6 Maximum Design Pressure=-37.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with 11 ga.x 1.25-inch long x f- inch head diameter round metal cap nails spaced 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2) equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.7 Maximum Design Pressure=-37.5 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: One(1)or two(2)layers ASTM D226,Type II felt mechanically attached with 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails spaced 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex 56 G,applied in full mopping of hot asphalt. 5.6.4.8 Maximum Design Pressure=-45 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: One (1) layer ASTM D226, Type II felt mechanically attached with 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.9 Maximum Design Pressure=-45 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Two(2)layers ASTM D226,Type It felt mechanically attached with 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,PolyFlex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1137 Certificate of Authorization#9503 FL5259-R22 Revision 17:02/23/2015 Page 6 of 11 t TRINITYERD 5.6.4.10 Maxiunuin Design Pressure=-45�f.. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.11 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.12 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base (poly-film top surface) mechanically attached with Simplex Original Cap Nails spaced 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.13 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with Simplex Original Cap Nails spaced 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c. at four(4)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.14 Maximum Design Pressure=-60 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1- 5/8-inch diameter tin caps spaced 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.15 Maximum Design Pressure=-60 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates spaced 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.16 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.17 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates spaced 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.18 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface)mechanically attached with Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates spaced 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c,at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R37 Certificate of Authorizotion#9503 FL5259-R22 Revision 17:02/23/2015 Page 7 of 11 TRINITY ERD 5-6.4-19 Mainirnrmr Design EMU"=-97-5 . 4'Dedlc Ulm 19132-finch*wood to meet pmyect requiit-n-ms to satislactiarm of U- Base LT#er EIasWilaseor n dlr-IHNde DillBasel(PmjOikm topw.4aellnNKhaNxcai4aa3dyedmith 11 g x 1-25-w h x 3/8-woch diameter annular ring shank roofing nads at 1-5/8 ondh d ianwter tin caps spaced 4-iinc h o.c_at the flinch wide side Gaps and 4-inch ox-at four 14)equally spaced stared center rows. Unde dayvnent Pa"xk TU P,Po4sb*TU Pias,.Poly lex SAP.PoKlmr SHIP FR,Mule-Hide SP1-APP Cap Sheet and Mu"ide SA-APP Cap 9met 5.6.4-20 Maximum Design Pressure=-105 psf- Deck Mete 15/32-lurch plywood to rneet project requaremarts to satisfaction of AHG. Base Layer- Elastobase(sanded top surface for hot-asphalt or torch-applied cap orpoly film surface for torch-applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.21 Maximum Design Pressure=-112.5 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.22 Maximum Design Pressure=-120 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with OMG#12 Standard Roofgrip or CMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates spaced 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.23 Maximum Design Pressure=-120 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface)mechanically attached with Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates spaced 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.24 All other direct-deck,adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.7 Exposure Limitations: 5.7.1 Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation. 5.7.2 Polystick IR-Xe shall not be left exposed for longer than 90-days after installation. 5.7.3 Polystick MTS,MTS PLUS,TU P,TU Plus,TU Max,Dual Pro or Tile Pro shall not be left exposed for longer than 180-days after installation. 5.7.4 Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30 days. 5.7.5 Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R37 Certificate of Authorization#9503 FL5259-1122 Revision 17:02/23/2015 Page 8 of 11 TRINITY ERD 5.8 For We roof installations gotlerned by the FRSA M 07320/805 anstallriWn Lim".Fourth Edition,use is limited to the fallowing.. Reference is wade to the FRSA M Technical Brief tided'Flodda "ith Wind Roof Tile Self-Adhered Underlayment Requirements as of 02114/'20117 for limitations for self-adhering underpayments used beneath the roof - systems Tmu2:TntSmmOnonpmFRSWM07 /1.06 {irderlin 1 r 01 " 1, setbow Retitarae 1 i n � m�rti�q � €ar°s>�n �E amvxvrt�sst�6�rQp �s��rR;a�yA��m�� ,! 'pta:>tdbase,£lasizlbase System One; 2 3.028 No,301 Modified Cap Sheet 'Base tayer: Top Layer:Elastoflex S6 G or Elastoflex 56 G FR;Polyflex G or G FR Tile,Unsealed or Mechanically Fastened 4 3.02D No.30 Elastobase;Elastobase P Seated UnderlaymentS 3.02E Self-Adhered Underlayment Polystick MTS;MTS PLUS;TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Mule- System Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR);Dual Pro;Tile Pro No.30/Self.Adhered Base Layer:ASTM D226,Type 11;Elastobase;Elastobase P;Mute-Hide Nail Base 6 3.02F Underlayment Top Layer:Polystick MTS;MTS PLUS;TU P;TU Pius;TU Max;Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR);Dual Pro;Tile Pro a 3.02A Modffied Cap Sheet Elastoflex 56 G or Elastoflex S6 G FR;Polyflex G or G FR Batten only System Twa: 2 3028 No.30/Modified Cap Sheet Base Layer:Elastobase;Elastobase P Mechanically fastened Top Layer;Elastoflex 56 G or Elastoflex S6 G FR;Polyflex G or G FR Tile,Sealed 4 3.02D Self-Adhered Underlayment Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Mule-Hide SA-APP Cap Underlayment System Sheet or SA-APP Cap Sheet(FR);Dual Pro;Tile Pro No.30/Self-Adhered Base tater:ASTM D226,Type N;8astc base;Elastobase P;Muk-Nide Nail Base 5 302E Underlayment Top Layer:Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)Dual Pro;Tile Pro I 3.02A Modred Cap Sheet Elastoflex S6 G or Polyflex G 2 3.028 No,301 Modified Cap Sheet Base Layer:Elastobase;Elastobase P System Four"A": Top Layer:Elastoflex S6 G or Potyflex G Adhesive-Set Tile, Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Tile Pro;Mule-Hide 5A- Unseated or Sealed 4 3.026 Self-Adhered Underlayment APP Cap Sheet or SA-APP Cap Sheet(FR) Underlayment System 5 3.02E No.34 j Self-Adhered Base Layer:ASTM D226,Type 11;Elastobase;Elastobase P;Mule-Hide Nail Base Underlayment Top Layer:Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Tile Pro; Mute-Nide SA-APP Cap Sheet or SA-APP Cap Sheet{fft} 1 3.020 Na.34 j Modified Cap Sheet Base Layer:ASTM D226,Type Il;Elastobase;Elastobase P Top Layer:Elastoflex S6 G or Polyflex G System four"8": Adhesive-Set Tile, 3 3.02C Self-Adhered Underlayment Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Tile Pro;Mule-Hide SA- Sealed Undertayme+R APP Cap Sheet or SA-APP Cap Sheet(FR) System Wm 30/SeffiAdhered Base layer:ASTM D226,Type If;Elastobase:Elastobase P;Mute-Nide Nail Base s IWD larRAeft Top Layer Pdysw*To P;Ty Pfusi TU Mac PoWilex SAP or SAP rit;rde Pro; Mun"We S&,W cap street or sA-APP tap Sheet 1011) 6. tlKTAttmm: 6.1 Polyglass Roof Underlayrnents shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics rioted below. 6.2 Re-fasten any loose denting panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 63 Elastobalse,Elastobase P or Mule-Fide Nal Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASPM D226,Type II undedayment in FBC Sections 1,507 for the type of prepared roof covering to be installed. 6.3-2 For use in non-tile applir:attions: 6.3.2.1 Reference is made to the current edition of the NRCA Stee"ope Roofing Manual and ARMA recommendations for installing shingle u nderlayrnents and flashings 6.3.2.2 Elastobase,Elastobase P or Mule4iide Nail Base may be covered with a layer of Polystcli, Polyflex SAP or SAP FR, Mute-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(Flt),Dual Pro or Tile Pro,self-adhered,Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR,torch applied. 633 For use in file applications, reference is made to Polyglass published installation instructions in conjunction with FRSAt Rl 07320/8-05 Installation Manual,Fourth Ed itiort,Table 2 herein and Section SSA herein. Exterior Reliourh aid DesiM tdL Evalmatiort Report P12060A2.09-R17 C of rmiroOau tF R5259-M RewWon 17:OnW2015 Page 9 of 11 TRINITY ERD 6A Pok-Ock NRS.Mn PLUS,IR-Xe.TU P TU Plus,TU Max PoWWx SAP or SAP FTI.Mule-Fide SA-APP Cap Sheet or SA- APP Cap Sheet(FRL Dual Pro or Tie Pro- 6-4.1 Shag be installed in compliance with the codified requirements for ASTM D1970 underlayrnent in FBC Sections 1507 for the type of prepared roof covering to be installed. 6A.2For non-dile appl6cationsz. 6.4.2.1 All self-adhering materials,with the exception of Polystick TU Plus,Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap Sheet or SA APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-Hide Back Naading Guide- Mails shag be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter metali diisNc or Sfmmpllex-type mmeltall cap mraii4,at a mniirrimmuum rate of Ir o-c- Pork lrU Plkus Owuld be back-miled using the above noted fasteners and spacing,in area marked'nail area,area para davar'on the face of membrane. The head lap membrane is to cover the area being back-nailed 6-4.2-2 All seal-lap seams(selvage laps) must be fiwn* i rolled with a minimum 28 Ib- hand roger to ensure full contact and adhesion. rte' For Dual Pro and Tile Pro,align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric)- View of Orelap Seam of Dail Pro amd Tie Pro 6.4.2.3 All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule-Hide 241 Premium Modified Flashing Cement, Mule-Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic,applied in between the application of the lap. 6.4.2.4 Polystick TU Plus,Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details 6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,Polyglass PG500 MB Flashing Cement,Polystick TU Plus Tile Underlayment Flashing Cement, Mule-Hide 241 Premium Modified Flashing Cement, Mule-Hide 251 Premium Wet/Dry Elastomeric Flashing Cement,or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair,followed by a minimum 6 x 6 inch patch of the Polystick material of like kind,set and hand rolled in place over the repair area. Patch laps,if needed,shall be installed in a water shedding manner. 6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-Ib weighted-roller or,on steep slopes,use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps(min. 28 Ib roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 For tile applications(not allowed for Polystick 1R-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition,Table 2 herein and Section 5.5.4 herein,using the instructions noted above as a guideline. 6.4.3.2 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 6.4.3.3 For nail-on tile systems over Polystick MTS PLUS: Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. Exterior Research and Design,I.I.C. Evaluation Report P32060.02.09-1137 Certificate ofAuthorizotion#9503 FL5259-R22 Revision 17:02/23/2015 Page 30 of 11