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Florida Bbilding Code Online Page 1,of 2 t epC _3yy �8. + � 9 Q-1 �0 s �, {SLp,. �,' 7 �.,i'�,,,,�r+,"- "" tr s`E Ssef d 'µ7 l }�x t 'g Fi f is 4,' SCIS dome ! Lag In User Registration i Hot Topics i Submit Surcharge St 1p,&Facts Publications 1 FBC Staff acts Site Map 1 Unks Search , I Produc t p� 3 c Use 012 USER:Put Appr oval Product Approval Menu>Product or AppllcatL n Search>Am icationUst>Application Detail 77 FL# F1.10674-1113 Application Type Revision Code Version 2017 Application Status Approved i Comments Archived Product Manufacturer Owens Corning Address/phone/Email One Owens Coming Parkway Toledo,OH 43659 (740)404-7829 greg.keeler@owenscoming.com i Authorized Signature Greg Keeler greg.keeler@owenscorning.com ; i Technical Representative Mei Sancrant Address/Phone/Email 1 Owens Coming'PKWY Toledo,OH 43659 (419)376-8360 mel.sancrant@owenscomig.com _ I Quality Assurance Representative j Address/Phone/Email IE Category Roofing i Subcategory Asphalt Shingles `I 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].M.Nieminen REV- 9/8�� �� the Evaluation Report 0 Y Florida License PE-59166 CODECO ®LIANdE Quality Assurance Entity UL LLC CODEO Quality Assurance Contract Expiration Date 05/16/2020 �"�o � �� ���� Validated By John W.Knezevich,PE e Ill 11 ;- Validation Checklist-Hardcopy Received oc Certificate of Independence FL10674 R13 COI 20 7 Ol COI Nie inen.p_df Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2016 - ASTM D3462 2010 ASTM D7158 2011 i Equivalence of Product Standards Certified By Sections from the Code �� �'` I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDatBNbEY5V°1�2 1/15/701 R Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 10674.1 Owens Coming Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use in HVHZ:No FL10674 R13 II 2017 10 FINAL ER OC ASPHALT Approved for use outside HVHZ:Yes SHINGLES FL10674-R13.odf Impact Resistant:N/A Verified By: Robert].M. Nleminen PE-59166 Design Pressure:N/A Created by Independent Third Patty:Yes Other: Refer to ER,Section 5. Evaluation Reports 171-106741113 AE 2017 10 FINAL-ER-OC ASPHALT SHINGLES FL106R13.pdf Created by Independent Third Party:Yes 'I Back Neltt , Contact Us::2601 Blair Stone Road.Tallahassee F1 32399 Phone:850-487-1824 The State of Florida is anAAJEEO 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 'i electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1345.`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,FS.,please click here. Product Approval Accepts: f-O iD� fCrai Credit Card' Safe t http://www.floridabuildin,,a.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDcitBNbEY5VDlo2... 1/l 512-01 iR EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 x '�� ° 353 CHRISTIAN STREET,UNITi#13 j @ �� OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Owens Corning Evaluation Report 03794b.02.12-R8 One Owens Corning Parkway FL10674-1113 Toledo,OH 43659 Date of Issuance:02/06/2012 (740)404-7829 Revision 8: 10/09/2017 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 Nlemin'en, 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 6th Edition (2017) Florida Building'Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles II LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1;/R905.2.6.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayediin 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 8. Prepared by: �.�±��„x,"u'�,•4 `f�FS`t'^•'�^ ; facsimile 11obert,l.M.Nieminen,P.E. The faimile seat appearing,. ,x! r^•�%.�-'.�`• wasauthorized by Robert I Florida Registration No.59166,Florida DCA AIVE1983 +:"•��HAILIIt1t5� Nieminen,P.E.on 10/09/2017.This does notserve as an' ; electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity!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. 1 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nleminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. " T I � � Q�d ROOFING SYSTEMS EVALUATION: I 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning,have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: EntVit Examination Reference Date UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LCC(CER9626) Physicals&Wind Resistance 20120516-R2453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/13/2014 UL LLC(TST9628) Physical Properties Classification letter 10/0212015 Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme*are fiberglass reinforced,3-tab asphalt roof shingles. a 4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.3 Devonshire"'are fiberglass reinforced,5-tab asphalt roof shingles. 4.1A Duration', Tru Definition* Durations, Durations Premium Cool, TruDefinitiona Duration* Designer Color Collection, TruDefinition*Oakridge*, Oakridge* and WeatherGuard* HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Hip&Ridge Shingles: 4.2.1 Berkshire*Hip &Ridge Shingles, High Ridge, WeatherGuarda HP Hip& Ridge Shingles, ProEdge Hip &Ridge Shingles and DuraRidgeTM Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 Accessory Starter Strips: 4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Tr(nityJERD 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 product. Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS Certificate ofAuthorhation#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674R13 Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page 2 of 8 ` . | | '~ ^ TRINITY ERD - —Wind Classification: ! � 5�.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R9g��6.1toASTIVIC3161,Class Fand/or ASTM Q7158,Class H, indicating the shingles are acceptable for use in all wind zones up to Vasil = 150 mph (Veu = 194 mph). Refer to Section 6 for installation requirements tumeet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted heoein|sre Classified /naccordance with FBCTables 15o7.2'7'1and RgO5'2.6'1toASTM Da161, Class F, indicating',the � shingles are acceptable for use in all wind zones UP to Vasd=150 mph (Vult=194 mph). Refer to Section for ! installation requirements tomeet this wind rating. '| 54.3 Classification byASTM D7158applies toexposure category BorC, asdefined inFBCl609.4'3, and a mean | roof height 60feet or less. Calculations by a qualified design professional are required for conditions outside theselimitations. Contact the shingle manufacturer for data spedfictoeach shingle. 54.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 `All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61G20"3. 6. lmsTnLLxTom: '| 6.1. 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3,per FBC 1507.2.3,1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation pfasphalt shingles shall comply with the Onnmus Corning cur�ent published instructions, using minimum four (4) nails per shingle in accordance with EBC 1507'2.7 or R905.2.6' with the following excepdons- > Berkshire'shingles require minimum five(5)nails per shingle. ' > VVeathapGuardaHpshingles require minimum six(6)nails per shingle. \ � > Dewomshime=shingles require minimum six(6)nails per shingle. > Stader Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip. ./ | Refer toOwens Corning published information onwind resistance andinstaUodon8mdaduns. / 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6orR905'2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units xenboa| in 12 units horizontal, special methods of fastening are required. See figure's below for details. ' 1 6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:Felt underlayment Deck Felt underlayment Deck Self-adhartil � l Drip— underlayment edge Drip edge Drip— Drip edge edge Na1s located located 2*-3'from eave 2"_3"from eave Install first Self-sealing adhesive Instal fitst Starter Strip Kit sel"sing a es v� Starter Stri positioned along eave With 5'removed paidd it aloTg ce shingle Y.itg 6"removed Starter Strip shingle ow-rhangs eaves and rakes!Y-W' Starter Strip Pins overhangs eaves and rakes 114'-3W / | .| || | Exterior Research and Design,m� Evaluation Report o��02.12-RS cmtiflacite ofm*horiza*ionmsao msmnom(2oz7)FBcmpm-HvxZEVALUATION a10674-nc3/ . Owens Coming Asphalt Roof Shingles Revision m10/mo/2ozx/ Page yuru | !` T RII ITYr ER® 6.2.6 Minimum Nailing-Classico&Supreme: I Normal Mansard or Area para Normal Mansard or Area para Wind Areas High Wind desvanes y Wind Areas High Wind desvartes y Area pare vientes normaies Areas vientos fuertes Area para viantoz normales Areas vientos fuertes r —!Al 7"� rt. 2' i6}.. rz- t' (A)� "� 1 t- z' iBl z•-i,i{ . . t 'I 5"Exposure 6 3f8"Exposure Exposicidn Exposicr`un 6.2.7 Minimum Nailing—Berkshire®: i Seaiazd strip sealant strip La tua de seliador /La lira de sellador t« 8 Yt° 9 YA 3 V" W, 8 ih" 8`t f r { Standard Fastening Pattern 6-Nail Fastening Pattern I i Seabal strip La fira de SdLuar I •f----mss 3 -s •�--s r�--�e 8 IT 81, 8 r!t' 8 Ve t , m 2' Asphaitrooimgwment Ceatma do tocho do astatto Mansard or Steep Slope Fastening Pattern I� I Exterior Research and Design,LLC. Evaluation Report 037940.02.12-Rei Certificate of Authorirciion t19503 j 6m EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8:10/09/20171 Page 4 of 8 I -yF TRIC V6t� � 6.2.8 Minimum Nailing-Devonshire-1: i r 1 i 7" i �N qiS QN d7- 5-5/8"exposure O GNeGNails Exposicidn do 5-5B pulg U6ieeA Ten V Spots of Asphalt Roof Cement Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing - Duration8, TruDefinition" Duration; Duration® Premium Cool & TruDefinition' Duration@ Designer Color Collection: 4-Nall Fastening Pattern Men Fastening Pattern SU.NaitDtastenmg M.WWN SureNaii9faSteNmparea tvldet' Nal4 rypiwl Nalt'iypKaf 12" 12" 1" S.&B _ 1 Standard Fastening Pattern 6-Nail Fastening Pattern 1 Fastening for Slopes Greater Than 21:12 SweNelt�PoatSnlrg erea rAo[n � NO.W-1 1" 12" 12' 1^ 6116'sse. - I 1 Fow t"Spate oi.lsphea Roofing Cement I Mansard or Steep Slope Fastening Pattern I Exterior Research and Design,CLC. Evaluation Report 037940.02.12-R8 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 5 of 8 . }'T RINIW E D 6.2.1 Minimum Nailing—TruDefinition Oakridge'°,Oakridge": 4 Nall Pattern 6 Nasi-Paktarti iEsquema can 4 clavus Esquema con 5 clavos rr'....... (E--- 12�—�I i 55/8 Exposure PJaSs 55.r6"Exposue Nails &posicida de 6518 pulg. clavas fxposfi:mn de 665/8 puig. 5 5/8"Exposuree 6 5t8"Ea�osure fxposkldn de 55/8pul9 Fxposid6n do 55/Spufg. Standard Fastening Pattern 6-Nail Fastening Pattern Fastening tor Slopes Greater Than 21:12 S[aatinitc(natnning area wtntn Naa.TypiCo 12^ 7^ ��. I FL. �2 i F-1"Spots o1 Asppa;t Rooting Gement Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuardO HP: I i 1' 6 npllr Shit Vkwv VLrtt frit W i Fie4�trr7l�eRgHHeillir 1 Ciwf 0a 1f,�+ot ii l,�et3ie i Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8 Certificate of Authorization 0503 6'EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113i Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 6 of 8 i TRINITY ERD 6.3 Hip&Ridge Shingles: 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuardo HIP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall-comply with the Owens Corning current published instructions, using four (4) nails per shingle. installation of DuraRidge'rm Hip & Ridge Shingles shall comply with, the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand-sealing for wind warranties. 6.3,2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FISC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing—Berkshire"Hip&Ridge and High Ridge: Fig.I R Fig.2 01remb" To PlAiml siduvim flails--- -- Nails I flails 11, TopLainPieceinated il A %\k 12- oil 6.3.4 Minimum Nailing—WeatherGuardO HP Hip and Ridge: Fig-A Fig.0 Hip&Ridge Shingle Fastening Pen t'.afftgV.1Lftd Toilview D Irecibil Rails T T U311's flails o 2 r' + Eapoauw V Exposure tz Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118 Certificate of Authorization#9503 67"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017, Page 7 of 8 TRI ✓f E i ERD 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: Prevailing Standard {Hind DirectionFastening Sealant Strip Pattern ! "f 6'Exposure 12° Sealant Fasten 71" 7 " 8"Expos!e Cover Exposed Exposure Fasteners with 'Roof Cement 6.3.6 Minimum Nailing—DuraRidge'"Hip&Ridge Shingles: Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. ` Proraiing Wiwi ttiirxcm Top View *`Ltiroaian domirunto do a nc Va?en plm Dirscdmdolriv+tsprrdxniNnco II- Ynpsup?riu i-( 4^1 }iuk �~�' �,t� � •' 4rmnKCarning Siv^td?if' a" ttwu '01 h I I I 1"% 1 I I+v a, 1 --1 -` 1 1 ,yI-`•� SI� I� e 41G i i -in � G16 �R' INEXi 12-- 7. LABELING: i 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 1 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com j - f111D OF EVALUATION REPORT- Exterior EPORT-Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-RS Certificate of Authorisation#9503 6'EDITION(2017)FSC NON-HVHZ EVALUATION FL10674-R13 ` Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 8 of 8 Florida Building'Code Online Page 1 of 2 A VIP BCIS Home ! Log In ;-User Registration Hot Topics I Submit Surcharge j Stats&Facts Publications 41 FBC Staff ; BCIS Site Map 1-Links i saarch F�O lila Product Approval U USER:Public User IT Product Anoroval Menu>Eeruct ication Search>Aoolication List>Application Detail tk7$s y. FL# FL2569-1114 it Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Soprema,Inc. (Canada) Address/Phone/Email 1640 rue Haggarty Drummondville,NON-US 00000 (819)478-2400 memathieu@soprema.ca Authorized Signature Marc-Etienne Mathieu memathieu@soprema.ca I Technical Representative Marc-Etienne Mathieu Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville,NON-US 00000 (819)478-2400 Ext 3327 memathieu@soprema.ca Quality Assurance Representative Jean-Francois Cote,Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888)811-3145 jfcote@soprema.ca I 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 J. M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL2569 R14 COI 2018 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D4798 2011 ASTM D6163 2008 FM 4474 2011 FRSA/TRI April 2012(04-12) copy 2012 UL 1897 "' 2012 I httn•/hanxnxr flnridshnilrlinor nra/nr/nr ann dtl asnx?naramwCTEVXOwtDasKOFEnckB10... 4/20/2018 Florida Building'Code Online Page 2 q2 Equivalence of Product Standards Certified By Sections from the Code �I I iI Product Approval Method Method 1 Option,D Date Submitted 02/12/2018 Date Validated 02/14/2018 Date Pending FBC Approval 02/17/2018 Date Approved 04/10/2018 Summa of Products FL# Model,Number or Description Name 2569.1 Soprema Roof Self adhering roof underlay'ments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL2569 R14 II 2018 02 !FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-I Approved for use outside HVHZ:Yes R14.Ddf Impact Resistant:N/A Verified By:Robert Nieminen,P.E.PE-59166 Design Pressure:+N/A/-150 Created by Independent Third Party:Yes Other: 1.)Refer to ER Section 5 for Evaluation Reports Limits of Use. 2.)The design pressure FL2569 R14 AE 2018 0Z FINAL ER SDPREMA CA UNDERLAYMENTS FL2569 noted herein pertains to underlayment R14.pdf systems used beneath adhesive-set tile Created by Independent Third Party:Yes systems.Refer to ER Section S.6.4 for details. I Back Nett Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 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,FS.,please click here, Product Approval Accepts: LFRI Ell FCFF, RO Credit-Card ; UA 4U I I http://www.flofidabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsKQFEnckB 10... 4/20/2018 I I NEMO eke Certificate of Authorization#32 155 353 Christian Street, Unit#13 1 Oxford,CT 06478 (203)262-92'45 ENGINEER EVALUATE TEST CONSULT CERTIFY Soprema, Inc. Evaluation Report S18010.06.09-1112 1640 rue Haggerty FL2569-R14 Drummondville,Qu6becJ2C 5P8 Canada Date of Issuance:06/15/20109 (819)478-2400 Revision 12:02/12/2d 8 I 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of 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. of any changes,to the product(s),the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review I Of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. 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'ior 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 8. Prepared by: �GPS• lo.jt/. Robert J.M.Nieminen,P.E. •.J'•:e,r T j�r The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE19834. '�` Nleminen,P.E.on 02/12/2018.This does not serve as an ^,,��/���,v t•• electronically signed document CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC 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. NEMO ETC,LLC 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. 5. This is a building code evaluation. Neither NEMO Ietc. 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. t II s • UkNEWIOI'et�. ROOFING COMPONENT EVALUATION: F 'i e. Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the following sections of the 6th 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. ` Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 k FRSA/TRI April 2012(04-12) Physical Properties ASTM D6163 2008 TAS 110 Accelerated Weathering ASTM D4798 2011 Enti Examination Reference Date . ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004 ERD(TST6049) Physical Properties 2757.02.05 02/03/2005 41 ERD(TST6049) ASTM D1970/TA5110 2974.03.05-2 05/17/2005 ERD(TST6049) Wind Resistance 2778.07-05 07/15/2005 ERD(TST6049) Wind Resistance 2779.11.05-R1 04/18/2007 ERD(TST6049) TAS 103/TAS 110 57120.11.07-2 11/02/2007 ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-111 04/01/2010 ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1-R2 04/07/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-R1 09/09/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-112 10/05/2010 ERD(TST6049) ASTM D1970 537210.11.11 11/09/2011 ERD(TST6049) ASTM D1970 S40540.02.13-1 02/19/2023 ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-1 02/21/2014 ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015 ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R2 06/07/2017 M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015 ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 J PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013 Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 i UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 1, � ' •an B s 4.1 , Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roif underlayment;meets ASTM D1970 and FRSAJTRi April 2012(Q4-12).. i 4.2 Lastobond Shield is aself-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths;36 and 45 inch;meets ASTM D1970. 4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment;available in 3.3 ft x 65 ft rolls;meets ASTM D1970. 4.4 Lastobond Shield HT is a self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment;meets ASTM D1970. MEMO ETC,LLC Evaluation Report 518010.06.09-R12 Certtffatate alAuthonzabon#32455 &�EDITION(2017)FBC MON-HVHZ EVALUATI4N FL2569-11144 Soprema Roof Underiayments Revision 12-.02/12/2018 Page 2 of 8 II i 4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths,36 and 45 inch;meets ASTM D1970. 4.6 Lastobond Pro HT-S is a self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment;meets ASTM D1970. 4.7 EnviroShield is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment;meets ASTM D1970. 1 4.8 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced, SB5 modified bitumen roof underlayment; meets ASTM D1970. 4.9 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified_ bitumen roof underlayment;meets ASTM D1970. 4.10 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. i 4.11 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.12 RESISTO LB1236 is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment, with a 36-inch sheet width;meets ASTM D1970. 4.13 PrimeSource Grip-Rite Eave & Valley Protector is a self-adhering, glass-mat reinforced, sand-surfaced, SIBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 1 4.14 RESISTO LB1244 is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlaymel t, with a 44-inch sheet width;meets ASTM D1970. 4.15 Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12). 5.1 -This is�a building code evaluation. Neither NEMO ETC, LLC 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 report;refer to current Approved Roofing Materials Directory for fire ratingsW this product. i 5.4 Soprema 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 Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: i Wood or Underla ment Asphalt Nail-On Foam-On Composite Slate or y . Metal Composite Shingles Tile Tele Shakes&' --late. Shingles 7. Lastobond TU HT Yes Yes Yes Yes Yes Yes , Lastobond Shield/Pro HT-N Yes RESISTO SA SMOOTH PLY 40 Lastobond Shield HT/Pro HT-S Yes No N'o Yes EnviroShield Yes'- No No' - Yes Yes Yes , MEMO ETC,LLC Evaluation Report 518010.06.09-R32 Certificate of Authorisation#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R24 Soprema Roof Underlayments Revision 12:02/12/2011 Page 3 of8 I N EMO P_tPe 1rfl'+1' ha �s rxt "� � .�saE Wood or Asphalt Nail-On Foam-On' Composite Slate or Underiayment Metal : Composite Shingles Tile Tile. Shakes&. Shingles. Slate Lastobond Eaves Protection Sheet/ Lastobond 195 Yes -. No No No Yes Yes Lastobond ECO /RESISTO LB1236 - " Grip-Rite Eave&Valley Protector/ Yes No .- No No Yes Yes 4 . RESISTO LB1244 - Lastobond Smooth Seal HT Yes;_;: No `No Yes Yes, Yes,; Colphene FR GR Yes Yes Yes No Yes Yes See S 5.1 5.5.1 _ "Foam-On Tile"is limited to use of following Approved the adhesives/underlayment combinations. ^r Adhesive Florida Product Approval Underlayments Dow TileBond'" FL22525 Lastobond TU HT ICP Adhesives PolysetO AH-160 FL6332 Lastobond TU HT or Colphene FR GR 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Lastobond Pro HT''-Sl EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to: ➢ Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. Colphene FR GR applied to: ➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete. N ote: ➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for Installation within 24 hours. ➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation;of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Lastobond Pro HTi S, EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave & Valley Protector, RESISTO 1.61244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ Dens Deck Prime;SECU ROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on the systems (Lastobond TU HT only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix-D, Testing Application Standard TAS 114,Appendix J or UL1807. i Z Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product ApprovalforOverturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 518010.06.09-1112 Certificate of Authorization 1132455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2559-R14 Soprema Roof Underlayments Revision 12:02112/201,8 Page 4 of s I, I N-IN EmO 5.6.3 Bond to Mechanically Attached Base Laver: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, EnviroShield, Lastobond TU HT, Lastobond Eaves Protection' Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave & Valley Protector, RESISTO LB1244; Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ ASTM D226,Type I or II felt;Sopra-G;Modified Sopra-G. i For installations under mechanically attached prepared roof coverings,base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems (Lastobond TU HT only), base layer shall be attached in accordance with 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 the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12)or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol 600c Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. #3 Maximum Design Pressure=-150.0 psf: 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:Plywood shall 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: Lastobond TU HT, 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: Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c. in three(3),equally spaced rows In the center of the sheet. Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered 5.6.4.1 All other direct-deck, adhered Soprema underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. I MEMO ETC,LLC Evaluation Report 518010.06.09-1112 Certificate of Authorization#32455 6'EDITION(2017)FBC PlOP:-HVHZ EVALUATION F1.2569•R14 Soprema Roof Underlayments Revision 12:02/12JF018 Page 5 of 8 �I I if I NElmo tco 5.6.4.2 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 WD1, FM Loss Prevention Data Sheet,1-29 and Roofing Application Standard RASJ117. 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: Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond Eco,Lastobond Smooth Seal HT,RESISTO LBi236, Grip-Rite Eave & Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-days after installation. Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT or Lastobond Pro HT- S,EnviroShield shall not be left exposed for longer than 90-days after installation. Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck til' 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. Underlayment Tile Profile Staging Method: •Maximum Slope Flat Max.10 the stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack 11 shall be inverted,followed by 8 tiles high 6:12 on slope,as shown below) 1 Lastobond TU HT Lugged' , , •,: Colphene FR GR Flat Max.10-tile stack 5:12 Lugged. Max.10-tile stack 6:12 I II i I WNW ETC,LLC Evaluation Report 518010.06.09-1112 Certifioote of Authorization#32455 6m EDMON(2017)FBC NON-HVHZ EVALUATION FL256 S'I-R14 Soprema Roof Underlayments Revision 12:02/12/2i018 Page 6 of 8, ii ii 1 i ti EMO l e co 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate with Elastocol Stick, Elastocol 60dc or RESISTO EXTERIOR PRIMER (if applicable). 6.3 Lastobond TU HT,,Lastobond Shield; Lastobond Pro HT-N,,RESISTO SA SMOOTH PLY 40, Lastobond Shield.,HT, Lastobond Pro HT-S,EnviroShield;Lastobond.Eaves Protection Sheet,Lastobond 195,Lastobond Eco;Lastobond .Smooth Seal HT;.RESliSTO LB1236,Grip-Rite_Eave&Valley Protector,RESISTO LB1244 or.Colphene FR GR: 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,Soprema recommends priming with Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel 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 the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12, Soprema recommends back-nailing in the overlap area at the top of,the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications, reference is made to Section S.6.4 herein for wind resistance limitations that fall outside 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 Soprema published requirements for the staging. D � As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 'i i i NEMO ETC,LLC Evaluation ReparES18010.06.09-1112 Certificate of Authorization 1132455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R14 Soprema Roof Underlayments Revision 12:02/12j2018 Page 7 of 8 i 'i . SNEMOjetc. Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requiremi nts. The following plants have qualified products under their respective physical properties specifications. ''Plant ' Specification Product(s).. Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Lastobond Pro HT-N,Lastobond Pro HT-S,EnviroShield,Lastobond 195, Drummondville, ASTM D1970 - Lastobond Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth QC(Canada) Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LB1244 ASTM D1970&FRSA/TRI 04-12 Colphene FR GR, Wadsworth,OH Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LB1244 ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR Gulfport,MS Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, 1 ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LB 1244 e ® , UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- I i I I .I NEMO ETC,LLC Evaluation Report S18010.06.09-R12 Certificate of Authorization#32455 6"EDITION(2017)F13C NON-HVHZ EVALUATION FL2569'-R14 Soprema Roof Underlayments Revision 12:02/12/2018 PagelB of 8 I� Vol -il an SCIS Home Log In User Registration j- Hot Topics f Submit Surcharge Stats&Fa4pu blications Contact Us ! BCLS Site Map Links Search 1 Florida r Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail r4p I FL# FL1654-R25 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach,FL 33442 (954)233-1330 1 Ext 242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach,FL 33442 (912)429-8610 MAlpert@polyglass.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System 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 09/13/2021 Validated By John W.Knezevich,PE R' Validation Checklist-Hardcopy Received Certificate of Independence FLt654 R25 COI 2019 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D4897 2001 ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL 1897 2012 lie C®P.%i �•� .� ,. - ... �, .. - , . . ;s :. _ . -. ,.. .. .. I UN DEMO I etc. 14. Lightweight insulating Concrete(LWC)shall be cast In accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC Is referenced,refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Paint 1. For"pre-existent"LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,In accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted, use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. •. ••. REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type iI Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square Asphalt-Applied) Note: Asphalt-applied sheets or Insulation shall not be applied to poly-film surfaced membranes. Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshleld HT PG350 at 1.5-2.0 SBS-CAI Cap Ply Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS gal/square G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand'-backed) Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Eiastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS gal/square G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex SBS-AA S6 HP,Elastoshield HT Hot Asphalt at 20-40 Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex 56 HP,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS G, lbs/square (SBS,Asphalt Applied] Cap Ply Elastoshleld TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G S8S FR(sand-backed) Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes. SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT Elastoflex V,Elastoflex VG,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G, Torch-Applied (SBS,Torch-Applied) Cap Ply Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed) Base Ply One or more piles Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forSBS-SAare limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). PG350 at 1.5-2.0 APP-CAI Cap Ply Polyflex G FR gal/square APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond (APP,Torch-Applied) Cap Ply. Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA P,Polyfresko G SA P FR,Polykool APP-SA Note: Unless otherwise noted,permissible membrane substrates forAPP--SA are limited to the SBS-SA Base Ply options herein, Self-Adhering (APP,Self-Adhering} Elastobase(poly/sand)or Elastobase(poly/poly). I MEMO ETC,LLC Evaluation Report P9290.02.08-R23 for FL1654-RZS Certificate of Authorization#32455 671 EDITION(2017)FBC NON-HVH2 EVALUATION Revision 23:08/12/2019 ©2018 MEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 69 (NNEMOjetc. 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP Iistings below vs.those In Table 3A applies: A BAR ON PEP OPTION VAPOR BARRIER INSULATION ADHESIVE MDP(PSF) # PRIMER TYPE ATTACH VB-1. PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0 VB-2. PG100 Polyglass Base Torch-applied Inta-Stile or CR-20,12-inch o.c. -75.0 VB-3. PG100 Elastoflex SA P Self-Adhering insta-Stik,12-inch o.c. -75.0 VB-4. PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamabie Adhesive,12-Inch o.c. -157.5 VB-5. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0 VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade -290.0 Plus,Elastoflex SA V Plus FR I Adhesive,OlyBond 500 or CR-20,12-inch o.c. 17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. t• • t• 's •r .: 'aaEms Option# Surfacing Florida Product Approval SURF-1. PG300 Fibered Roof Coating FL10291 SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291 SURF-3. PG650 Fibered Aluminum Roof Coating FL10291 SURF4. PG700 High Quality Elastomerlc Roof Coating FL10291 SURF-5. PG700QS(Quick Set)High Quality Elastomeric Roof Coating FL10291 SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291 SURF-7. Polyplus 60 Premium Nan-Fibered Aluminum Roof Coating FL10291 SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating FL10291 SURF-11. Polybrite 71 HS FL10291 SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291 SURF-13. Polybrite 95 Silicone Roof Coating FL10291 SURF-14. KM Acryl 15 FL27409 SURF-15. KM Acryl 15 Q5 FL27409 SURF-16. KM Acry125 FL27409 SURF-17. KM Acryi 25 QS FL27409 SURF-18. KM Acryl 40 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20. KM PS#250 FL27409 SURF-21. KM PS#220 FL27409 18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FSC 1609 for determination of design wind loads. NEMO ETC,LLC Evaluation Report P9290.02.08-R23 for FL1654-1125 Certificate of Authorization#32455 61"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 23:08/12/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 69 .r. I NEMO p etc. ec c o • ut4 . •• D D • + D :0lslb "00FCOVIEK System Roof Cover(Note 15) No. Deck(Note 1) Primer Joint Treatment Base Ply Ply Cap Ply MDP(psf) APA rated,7/16 OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled Into place to Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP SA,SBS- 52.5 W-182 CAT,0.418 in., None create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA Exposure 1 OSB W-1$3 Min,15/32-inch None None SBS-5A (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SES- plywood TA,APP-TA TA,APP-TA 90.0 W-184 Min.15/32-inch (Optional)PG100 None Polyflex SA Base (Optional)APP TA APP-TA -90.0 plywood Min.15/32-inch SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5 W-285 plywood PG100 None TA,APP-TA TA,APP-TA Min.-IS/324nch Plywood joints-are covered with 4=lnchrwide strips of Elastoflex SA MPlus,roiled:intcr-_Elastoflex SA V or- (Optional)SBS-SA,.SBS- SBS-SA,APP-SA,.SBS- W-186 plywood` - (Optional).PG100- place to create continuous.bond: Elastoflex SA V FR' TA;APP=TA TA,-APP TA 9T.S Min.15/32-inch POLYBRITE 745 or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-187 -105.0 plywood WB3000 None SBS-SA TA,APP-TA TA,APP-TA Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -135.0 W-188 plywood place to create continuous bond. Elastoflex SAV Plus FR TA,APP-TA TA,APP-TA Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into APF TA APP-TA 135.0 W-189 plywood (Optional)PG100 place to create continuous bond. pollex SA Base (Optional) 4 MEMO ETC,LLC Evaluation Report P9290.02.08-R23 for FL1654-R25 Certificate of Authorization##32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 23:08/12/2019 ©2018 MEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)2334330 Appendix 1,Page 29 of 69 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 08/12/2019 Date Validated 08/13/2019 Date Pending FBC Approval 08/17/2019 Date Approved 10/15/2019 Date Revised 10/15/2019 Summa ry of Products FL# Model,Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL1654 R25 11 2019 OE! FINAL Al ER PG MODBIT FL1654- Approved for use outside HVHZ:Yes R25.r)d ' Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes Other: 1.)The design pressure in this application relates Evaluation Reports to one particular assembly over concrete deck.Refer to the FL1654 R25 AE 2019 08 FINAL ER PG MODBIT FL1654- ER Appendix for other systems and deck types.2.)Refer R25.od to ER,Section S for other Limits of Use. Created by Independent Third Party:Yes Contact Us 2601 Blair Stone Road,Tallahassee Fi,32399 Phone*850-487-1824 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-mall 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 emalls 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 ere. Product Approval Accepts: Credit Card Safe -- NNEMO etc. r o o• rT7 RESISTANCE" TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9 1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11 1D Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 1E Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14 1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-18 1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-22 1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 23-28 1f" Wood- New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 29: 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30-32 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33-37 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,,Bonded Roof Cover 38-39 21) Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 40-41 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 42-50 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 50 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 51-53 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54 4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55-58 5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59 513 Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60 5C Cementitious wood fiber Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 61 SD Cementitious wood fiber Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 61 5E Cementitious wood fiber Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 62-64 613 Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64 6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 64 61) Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 65-69 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 69 The followine notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: ➢Wood: Minimum 0.75-inch penetration. ➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢Structural concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC,LLC Evaluation Report P9290.02.08-1123 for FL1654-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 23:08/12/2019 ©2018 MEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 69 '.A fONEMOJetc. 3. Unless otherwise noted,Insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1S05.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight Insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 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. S. Preliminary Insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016). 6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-Inch wide ribbons,12-Inch o.c. ➢ Millennium One Step Foamabie Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-Inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive(M-PGI): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. A OMG OlyBond 500(08500): Continuous 0.75 to 14nch wide ribbons,12-Inch o.c.(PaceCart or Spot5hot). Note: OlyBond Green may be used where 01yBond 5001s referenced ➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square. - - - - - A ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-Inch o.c. D Note: When multiple layers(s)of Insulation andlor coverboard are Installed in ribbon-applied adhesive,board Joints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. in no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: A Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-Inch thick) A Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min.0.5-inch thick) D OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) ➢ OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-Inch thick ISO 95+GL) ➢ OMG OlyBond 500(08500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) ➢OMG OlyBond 500(08500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II) A ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially 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,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zane 2/3 enhancements. 10. For fully banded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system.Testing and analysis shall be in accordance with ANSi/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates In a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)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 ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. NEMO ETC,LLC Evaluation Report P9290.02.08-R23 for FL1654-RZS Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 23:08/12/2019 02018 AMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 69